Attachment 5 - Drawings 100 Percent - Mathers VAMC - Part 3 - Final.pdf

PDF 7 MB Posted Feb 23, 2024

Attached to: Y1DZ--Facility for Mental Health Primary Care Modalities - Minor Construction - Mather VAMC
Solicitation number: 36C77624B0005
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Feb 23, 2024

This solicitation is for a minor construction project to construct a new facility for mental health and primary care alternative modalities at the Mathers VA Medical Center in California. The required scope of work includes constructing a new building and associated site work. The solicitation number is 36C77624B0005 and was issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. The projected award date is in 2023. Pricing will be firm-fixed price. No set-asides or socio-economic requirements were specified in the solicitation.

The structural drawings provided include plans, elevations, sections and details of the proposed building's foundation, floor framing, roof framing and moment frame connections. Reinforcing details are shown, along with framing member schedules. Specified construction materials include steel, concrete and cold-formed metal stud walls.

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Other files

File	Type	Posted
36C77624B0005 0004.docx	DOCX document	Apr 25, 2024
36C77624B0005 0003.docx	DOCX document	Apr 19, 2024
2024-03-36_Mather PRRC_Civil_REV1.pdf	PDF	Apr 10, 2024
36C77624B0005 0002.docx	DOCX document	Apr 10, 2024
VA Spec 05 12 00.pdf	PDF	Apr 10, 2024
Sign In Sheet - Site Visit PRRC 3.7.2024.pdf	PDF	Apr 10, 2024
36C77624B0005 0001.docx	DOCX document	Mar 7, 2024
Attachment 3 - Site Visit Info and Map.pdf	PDF	Feb 23, 2024
Attachment 2 - Specifications 100 Percent - Mathers VAMC - Final.pdf	PDF	Feb 23, 2024
Attachment 8 - Tax Language - Not Exempted - 1.26.2023 - FINAL.docx	DOCX document	Feb 23, 2024
Attachment 1 - 100_ Submittal Narrative - Mathers VAMC.pdf	PDF	Feb 23, 2024
Attachment 7 - 612-908 J_A for Brand Name Items_Redacted.pdf	PDF	Feb 23, 2024
Attachment 5 - Drawings 100 Percent - Mathers VAMC - Part 2 - Final.pdf	PDF	Feb 23, 2024
Attachment 5 - Drawings 100 Percent - Mathers VAMC - Part 4 - Final.pdf	PDF	Feb 23, 2024
Attachment 5 - Drawings 100 Percent - Mathers VAMC - Part 5 - Final.pdf	PDF	Feb 23, 2024
Attachment 5 - Drawings 100 Percent - Mathers VAMC - Part 1 - Final.pdf	PDF	Feb 23, 2024
36C77624B0005_1.docx	DOCX document	Feb 23, 2024
Attachment 6 - DBA Wage Rate - Sacramento County - 11-17-23.pdf	PDF	Feb 23, 2024
Attachment 4 - 852.219-75 Clause for EAS.docx	DOCX document	Feb 23, 2024

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WELD NOTES:

A. 5/16" WELD AT 1/2" STEEL SHEAR PLATE

1/2" MAXIMUM FROM EDGE

OF SHEAR PLATE IF SHEAR

PLATE EXTENDS BEYOND

EDGE OF BEAM FLANGE

1/2" MAXIMUM FROM EDGE

OF BEAM FLANGE IF FLANGE

EXTENDS BEYOND EDGE OF

SHEAR PLATE

STEEL BEAM - TYPICAL

" BEAM DEPTH "D" LESSER

OF TWO BEAMS WHERE

APPLICABLE

SIZE AND NUMBER OF

BOLTS PER TYPICAL BOLT

SCHEDULE

SECTION

STEEL SHEAR PLATE PER

TYPICAL BOLT SCHEDULE

AT ONE SIDED

CONNECTIONS, PROVIDE 3/8"

STIFFENER PLATE OPPOSITE

SHEAR PLATE - TYPICAL

STEEL MOMENT FRAME OR

BRACE FRAME BEAM

STEEL PLATE 3/8" X

4" X 4" WITH (1) 3/4"Ø

A325N BOLT

L3X3X5/16 STEEL ANGLE BRACE

AT THIRD POINTS OF FRAME BEAM

WHEN "D" IS GREATER THAN 1.5

TIMES "d" - INSTALL AFTER DEAD

LOAD HAS BEEN APPLIED

1/4

O .C

(2) TIMES

Ø OF BOLT

3" MAX

1/2" MAXIMUM FROM EDGE

OF SHEAR PLATE IF SHEAR

PLATE EXTENDS BEYOND

EDGE OF BEAM FLANGE

1/2" MAXIMUM FROM EDGE

OF BEAM FLANGE IF FLANGE

EXTENDS BEYOND EDGE OF

SHEAR PLATE

STEEL BEAM - TYPICAL

BEAM DEPTH "D" = LESSER

OF TWO BEAMS WHERE

APPLICABLE

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

T A

N C

SECTION

STEEL SHEAR PLATE

PER TYPICAL BOLT

SCHEDULE

AT ONE SIDED

CONNECTIONS, PROVIDE

FULL DEPTH 3/8" STIFFENER

PLATE OPPOSITE SHEAR

PLATE - TYPICAL

A. 5/16" WELD AT 1/2" STEEL SHEAR PLATE

O .C

3" MAX

(2) TIMES

Ø OF BOLT

NOMINAL BEAM

DEPTH "D"

IN INCHES

NUMBER OF

BOLTS IN A ROW

UP TO 7 2

8 - 11 2

12 - 14 3

15 - 17 4

18 - 20 5

21 - 23 6

24 - 26 7

27 - 29 8

30 - 32 9

33 - 35 10

1"Ø BOLTS - BOLT TYPE PER GSN

FABRICATOR SHALL TAKE

NECESSARY PRECAUTIONS

AGAINST BOLT SHANK OUT

FABRICATOR'S OPTION:

A. PROVIDE THICKER SHEAR

PLATE

B. PROVIDE MULTIPLE

WASHERS AT EITHER END

OF BOLT (2 MAXIMUM PER

END)

2 1/2"

MINIMUM

SHEAR PLATE

THICKNESS

1/2"

36 - 38 11 1/2"

39 - 44 12 1/2"

TOP FLUTE ALIGNED WITH BEAM FLANGE

BOTTOM FLUTE ALIGNED WITH BEAM FLANGE

MINIMUM 1/8" THICK

HSS X LENGTH OF

ANGLE - DEPTH TO

MATCH DECK DEPTH

(1/8) 2-6

TYP

WELD NOTES:

A. PUDDLE WELD OR FASTENER

AT 12" O.C. MAXIMUM

STEEL DECK

STEEL DECK -

SPAN DIRECTION

PER PLAN

TRANSVERSE

REINFORCING

BEYOND

CONCRETE OVER

STEEL DECK

"D" = 6" - 24" MAX

FRAMING MEMBER

(2) #4 X 4'-0"

TRANSVERSE EACH SIDE2

M A

(2) #5 IN LOW FLUTES

ADJACENT TO OPENINGS

CONTINUOUS TO FRAMING

MEMBERS

BLOCKOUT FOR OPENINGS

THROUGH CONCRETE SLAB

OVER STEEL DECK

FRAMING MEMBER

CLUSTER OF OPENINGS

CONSIDERS ONE OPENING

NOTES:

1. DO NOT CUT DECK OPENINGS UNTIL CONCRETE HAS ATTAINED ITS SPECIFIED

COMPRESSIVE STRENGTH

2. PROVIDE 2 TIMES "D" CLEAR DISTANCE BETWEEN OPENING EDGES. "D" IS

LARGEST OF ADJACENT OPENING DIMENSIONS

SECTION

"D" = 6" - 24" MAX

3/4" CLR AT

TRANSVERSE

BARS

3/4" CLR

FIELD CUT STEEL DECK TO

CLEAR COLUMN - PROVIDE

AND INSTALL SHEET METAL

FILLERS, PLASHING,

CLOSURES, ETC. AS

REQUIRED - TACK WELD

STEEL DECK IN PLACE

STEEL DECK

L3X3X1/4 WELDED TO

COLUMN AND BEAM AS

REQUIRED TO SUPPORT

STEEL DECK RIBS

L6X4X3/8 (LLV)

L X

L L V

L X

L L V

L6X4X3/8 (LLV)

SPACING PER PLAN

3/16

TYP

COPE VERTICAL LEG

OF ANGLE - TYPICAL

CENTERLINE OF

FRAMING MEMBER

CENTERLINE OF

FRAMING MEMBER

3/16 1 1/2

TYP AT BEAMS,

LH AND DLH

SERIES JOISTS

EDGE OF FRAMING

MEMBER

1/2"+/-

OUTLINE OF

MECHANICAL UNIT

STEEL ROOF DECK

BELOW MECHANICAL

UNIT - AT LOCATION

WHERE DECK IS

REMOVED WELD

PERIMETER OF STEEL

DECK TO FRAME

AROUND OPENING -

SHIM AS REQUIRED

PER TYPICAL ROOF

OPENING FRAME

AT STEEL JOISTS

WHERE ANGLES BEAR

MORE THAN 6" FROM

PANEL POINT OF

STEEL JOISTS ADD

STEEL ANGLE WEB

MEMBER TO JOIST

PER "CONCENTRATED

LOADS AT STEEL

JOISTS" TYPICAL

DETAIL

NOTE:

ANGLES SHALL BE LOCATED AT

CENTERLINE OF SUPPORT POINTS

OF MECHANICAL UNIT

1/8 1 1/2

TYP AT K

SERIES JOISTS

3/16

TYP

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S008

TYPICAL DETAILS T61 - T75

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

NOT TO SCALES008

20-043

T62

TYPICAL DETAIL -

WIDE FLANGE BEAM TO BEAM

CONNECTION AT MOMENT FRAME OR BRACE FRAME BEAM

NOT TO SCALES008

20-043

T64

TYPICAL DETAIL -

WIDE FLANGE BEAM TO BEAM CONNECTION

NOT TO SCALES008

20-043

T61

TYPICAL DETAIL -

BOLT SCHEDULE FOR TYPICAL STEEL CONNECTIONS

NOT TO SCALES008

20-043

T63 STEEL DECK ATTACHMENT AT STEEL BEAM

NOT TO SCALES008

20-043

T68 TYPICAL DETAIL - PLAN VIEW - FORMED OPENING IN CONCRETE OVER STEEL DECK - 6" TO 24" MAX

NOT TO SCALES008

20-043

T69

TYPICAL DETAIL -

STEEL DECK AT STEEL COLUMN

NOT TO SCALES008

20-043

T66

TYPICAL DETAIL -

FRAME AT MECHANICAL UNIT SUPPORT

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

EXP. 9/30/2023

8/16/2023

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ARCH ARCHITECT OR ARCHITECTURAL DOCUMENTS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BP BASE PLATE

BOD BOTTOM OF DECK

CC CONCRETE COLUMN

CB CONCRETE BEAM

CALCS CALCULATIONS

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

CMU CONCRETE MASONRY UNIT

C COLUMN

DEG DEGREE

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DRILLED PIER

E MODULUS OF ELASTICITY

EOD EDGE OF ROOF DECK

EOS EDGE OF SLAB

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

EXT EXTERIOR

FD FLOOR DRAIN

FFE FINISHED FLOOR ELEVATION

FT FOOT (FEET)

F FOOTING

FY YIELD STRESS STEEL

G GRATING

GA GAGE OR GAUGE

GB GRADE BEAM

H.P. HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

I (IN4 ) MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IN INCH

K KIP = 1000 LBS

KSI KIPS PER SQUARE INCH

L LEDGER

LBS POUND(S)

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LT LINTEL

LP LOW POINT

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MIN MINIMUM

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL MANUFACTURERS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O.C. ON CENTER

OPP OPPOSITE

PCI PRESTRESSED CONCRETE INSTITUTE

PC PILE/PIER CAP

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSI POUNDS PER SQUARE INCH

PT, P/T POST-TENSIONED

PSF POUNDS PER SQUARE FOOT

SDI STEEL DECK INSTITUTE

SL SNOW LOAD

SIB STRUCTURAL ISOLATION BREAK

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SS STAINLESS STEEL

SW SHEARWALL

TL TOTAL LOAD

TOC TOP OF CONCRETE

TOD TOP OF DECK

TODP TOP OF DRILLED PIER

TOF TOP OF FOOTING

TOGB TOP OF GRADE BEAM

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UT ULTRASONIC TESTING

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

WF WALL FOOTING

W WALL

X-STRONG EXTRA STRONG

XX-STRONG DOUBLE EXTRA STRONG

# NUMBER

EQUIPMENT WEIGHTMARK REMARKS

10,000 LBSA WEIGHT INCLUDES CURB

300 LBSB -

MECHANICAL EQUIPMENT WEIGHTS

VERIFY ALL WEIGHTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL ENGINEER

AND ARCHITECT

"W"

C L R

3" CLR

C L R

CONSTRUCTION ABOVE FOOTING

PER DETAILS

TOP REINFORCING WHERE

REQUIRED

BOTTOM REINFORCING

PER SCHEDULE

STANDARD 90 DEGREE

HOOK AT ENDS OF

BOTTOM REINFORCING

MASONRY WALL

DESCRIPTIONSYMBOL REMARKS

CONCRETE WALL

WALL BELOW THAT DOES

NOT EXTEND TO STRUCTURE

WALL BELOW THAT

EXTENDS TO STRUCTURE

MECHANICAL EQUIPMENT

KEYNOTE REFERENCE1

OPENING IN FLOOR OR ROOF

PER MECHANICAL EQUIPMENT SCHEDULE

PER KEYED NOTES ON PLAN

PER TYPICAL DETAILS U.N.O.

SIZE AND REINFORCING PER

WALL (W) SCHEDULE

SIZE AND REINFORCING PER

WALL (W) SCHEDULE

MOMENT CONNECTION PER PLANS AND DETAILS

BRACED FRAME

PER PLANS AND BRACED FRAME

ELEVATIONS

WOOD STUD WALL PER TYPICAL WOOD FRAMING WALL

SCHEDULE U.N.O.

PLYWOOD SHEATHING

PER PLANS AND GENERAL

STRUCTURAL NOTES

GYPCRETE OVER

PLYWOOD SHEATHING

PER PLANS AND GENERAL

STRUCTURAL NOTES

CONCRETE SLAB PER PLANS

STEEL DECK PER PLANS AND GENERAL

STRUCTURAL NOTES

CONCRETE OVER

STEEL DECK

PER PLANS AND GENERAL

STRUCTURAL NOTES

COLLECTOR BEAM PER PLANS AND DETAILS

PLAN LEGEND

SPECIAL MOMENT

CONNECTION PER PLANS AND DETAILS

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S020

SCHEDULES AND ABBREVIATIONS

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

SCHEDULES

MARK

BASE PLATE ANCHOR RODS

REMARKSTHICKNESS LENGTH 'L" WIDTH "W" DETAIL NUMBER DIAMETER (IN.) EMBEDMENT (IN.) TYPE

BP1 1 3/4" 2' - 0" 1' - 8" T36 / S006 6 1-1/4" 18" B -

BP2 3/4" 1' - 0" 1' - 0" T32 / S006 4 3/4" 7" A -

BP3 3/4" 1' - 4" 1' - 0" T35 / S006 4 3/4" 7" A

MARK

DIMENSIONS

REINFORCING REMARKS"W" "L" "H"

F1 6' - 0" 6' - 0" 24" (6) #7 EACH WAY TOP AND

BOTTOM

F2 4' - 0" 4' - 0" 12" (4) #5 EACH WAY -

F3 7' - 0" 7' - 0" 18" (7) #5 EACH WAY TOP AND

BOTTOM

F4 7' - 0" 7' - 0" 24" (12) #5 EACH WAY TOP AND

BOTTOM

F5 8' - 0" 8' - 0" 24" (7) #7 EACH WAY TOP AND

BOTTOM

F6 14' - 0" 6' - 0" 24" #7 AT 12" O.C. TOP AND

BOTTOM EACH WAY

COLUMN BASE PLATE (BP) SCHEDULE

FOOTING (F) SCHEDULE

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

2 3 41.5 2.5 3.5 5

A.4

16' - 0" 2' - 6" 22' - 6" 7' - 0" 14' - 6" 10' - 6" 9' - 6"

82' - 6"

18' - 6" 29' - 6" 25' - 0"

TOC 100' - 0"

TOF 98' - 0"

W14X53

BP1

TYP UNO

F2F2

HSS10X6X5/8

BP3

TOF 98' - 0"

TOC 95' - 0"

HSS10X6X5/8

BP3

S201

S201 S201

S201

TYP

TOF 96' - 0"

F1 F1

F4 F1

TOF 96' - 0"

TOF 98' - 0"

TOF 95' - 6"

TOF 98' - 0"

1/ S104

2/ S104

1/ S105

F1 F4

F1F4F4

F1 F3 F3 F1

F1 F3 F3 F4

F1 F5

F1F1F4

S201

W14X53

BP1

W14X53

BP1

W14X53

BP1

W10X33

BP2

W14X53

BP1

W14X53

BP1

W14X53

BP1

W10X33

BP2

W14X53

BP1

W14X53

BP1

W10X33

BP2

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W10X33

BP2

W10X33

BP2

W14X53

BP1

W14X53

BP1

W10X33

BP2

W10X33

BP2 W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

TOF 98' - 0"

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

W14X53

BP1

TOF 96' - 0"

W14X53

BP1

S201

TOF 98' - 0"

S201

W10X45

BP2

W10X45

BP2

TYP

S201

TYP

S201

TYP

S201

TYP

S201

TYP

S201

TYP

S201

TYP

S201

TYP

S201

TYP

CONC CJ TYP

C O

N C

C J T

Y P

CONC CJ TYP

C O

N C

C J T

Y P

C O

N C

C J T

Y P

2' - 4 1/4"

5' - 6"

S201

TOC 99' - 10 3/16"

TOC 99' - 10 1/2"

S201

TOF 95' - 6"

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S101

FOUNDATION PLAN

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

1/8" = 1'-0"

FOUNDATION LEVEL

KEY PLAN NTS

NORTH

PROJECT

AREA

MAIN

HOSPITAL

100 5" CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIER OVER 4" A.B.C.

102 12" THICK MAT FOUNDATION WITH #5 AT 12" O.C. EACH WAY.

103 PRE-ENGINEERED STEEL STAIR.

104 (2) HSS8X4X3/8 ELEVATOR RAIL SUPPORTS EACH SIDE OF SHAFT FULL HEIGHT - CONFIRM LOCATION

AND REQUIREMENTS WITH ELEVATOR MANUFACTURER. REFER TO DETAIL 112 / S201 FOR BASE

CONNECTION.

105 5" CONCRETE SLAB OVER SUBGRADE WITH #3 AT 18" O.C. EACH WAY CENTERED IN SLAB. EXTEND REINFORCED SLAB 48" MINIMUM PAST DOOR SILL. IN ALL THE REINFORCED SLAB SHALL EXTEND TO AN EDGE OF SLAB OR SCORE LINE. COORDINATE WITH ARCHITECTURAL - TYPICAL AT ALL DOORWAYS

106 CONCRETE SUMP PIT PER DETAIL 108 / S201. VERIFY EXACT SIZE AND LOCATION WITH ELEVATOR

MANUFACTURER AND PLUMBING DRAWINGS.

107 1 1/2" MAX DEPRESSION IN CONCRETE SLAB FOR FLOOR DRAINS. COORDINATE EXACT LOCATION WITH

ARCHITECTURAL AND PLUMBING.

A STRUCTURAL REFERENCE ELEVATIONS = 100’-0” WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 1, VERIFY WITH CIVIL DRAWINGS/EXISTING DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE WITH RESPECT TO REFERENCE DATUM ELEVATION/EXISTING INFORMATION UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL

VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

B THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY WITH ARCHITECT.

NOTIFY KIMLEY-HORN THROUGH ARCHITECT OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN

BY THIS DRAWING.

C COORDINATE SLAB DEPRESSIONS FOR FLOOR FINISHES AND SLOPES WITH ARCHITECTURAL DRAWINGS.

E ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. COORDINATE ADDITIONAL

FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

F REFER TO SHEETS S001 THRU S003 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS, AND

SPECIAL INSPECTION REQUIREMENTS

G REFER TO SHEETS S004 THRU S008 FOR TYPICAL DETAILS. TYPICAL DETAILS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS

ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

I REFER TO SHEET S-020 FOR FOUNDATION SCHEDULES.

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

K E Y E D N O T E S

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

2 3 41.5 2.5 3.5 5

A.4

16' - 0" 2' - 6" 22' - 6" 7' - 0" 14' - 6" 10' - 6" 9' - 6"

82' - 6"

18' - 6" 29' - 6" 25' - 0"

S102

W12X14 (18) W14x26 (29) C=3/4"

W18X65 (29)W18X65 (18)

W18X65 (24)

W14X22 (24)

W16X26 (24)

W16X26 (24)W14x26 (29) C=3/4"

W18X65 (29)

W12X14 (18)

W12X14 (18) W14x26 (29) C=1"

W14x26 (29) C=1"

W18X65 (29) W16X26 (24)

W16X26 (24)

W14X22 (24)W14X22 (29) C=1"

W14x26 (29) C=1"W12X14 (18)

W12X14 (18)

W14X22 (29) C=3/4"

W14X22 (29) C=3/4" W14X22 (24)

W12X19 (24)W10X12 (15)

W10X12 (15)

W18X65 (27)

W12X19 (24)

W10X12 (15)

W10X12 (15) W12X19 (24)

W12X19 (24)W14X48 (15)

W14X30

W14X22

W14X30

W14X22

W10X12 (15)

W18X65 (22)

W14X48 (6)

W18X65 (24)

W12X19 (24)

W10X12 (15)

W14X22 (24)

W X

E Q

U A

L S

P A

C E

S (4

Q U

A L S

P A

C E

S (4

Q U

A L S

P A

C E

S (4

Q U

A L S

P A

C E

S (3

Q U

A L S

P A

C E

S (2

Q U

A L S

P A

C E

S (2

Q U

A L S

P A

C E

S (3

Q U

A L S

P A

C E

TOC 114' - 0"

TOD 114' - 0"

BOD 113' - 10 1/2"

BOD 113' - 6 3/4"

BOD 113' - 10 1/2"BOD 113' - 6 3/4"

H S

S X

TOS 114' - 0"

W X

W12X14

W X

W12X14

1/ S104

2/ S104

1/ S105

S302

S301

W X

W8X10 (5)W8X10 (5)

W X

W8X10 (5)

W X

5' - 0"

W8X10 (5)

W X

5' - 0"

W X

W8X10 (5)

W X

W8X10 (5)

W X

(3) EQUAL SPACES (5) EQUAL SPACES (4) EQUAL SPACES

W X

(3) EQUAL SPACES (4) EQUAL SPACES

W14X22

S302

(4) EQUAL SPACES

(3) EQUAL SPACES

S301

TYP

S302

ABOVE

W X

(5) EQUAL SPACES

W X

S303

S302

S301

S302

S304

H S

S X

HSS8X6X1/2

H S

S X

S303

S301

S303S301

203A

S303

TOC 114' - 0"

S303

TOC 113' - 11"

S304

4 5

SLOPE DOWN

9' - 6"

W12X14 W12X14

W X

W14X22

W X

BOD 122' - 3"S301

S303

S302

W14X22

C X

C12X20.7

S301

S302

S301

S303

S301

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S102

FLOOR FRAMING PLAN

KEY PLAN NTS

NORTH

PROJECT

AREA

MAIN

HOSPITAL

103 PRE-ENGINEERED STEEL STAIR.

108 1" MAX DEPRESSION IN CONCRETE SLAB FOR FLOOR DRAINS. COORDINATE EXACT LOCATION WITH

ARCHITECTURAL AND PLUMBING.

200 3 1/4" LIGHTWEIGHT CONCRETE WITH 6x6 - W5.0xW5.0 WELDED WIRE REINFORCEMENT ON 2" X 18 GAGE

COMPOSITE STEEL DECK.

201 1 1/2" X 18 GAGE GALVANIZED STEEL ROOF DECK.

202 ROOF DRAIN FRAMING - SEE TYPICAL DETAIL T59 / S007 - COORDINATE SIZE AND LOCATION WITH

ARCHITECTURAL AND PLUMBING.

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

K E Y E D N O T E S

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

1/8" = 1'-0"

FLOOR FRAMING PLAN

VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

B THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY WITH ARCHITECT.

NOTIFY KIMLEY-HORN THROUGH ARCHITECT OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN

BY THIS DRAWING.

D ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. COORDINATE ADDITIONAL

FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E REFER TO SHEETS S001 THRU S003 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS, AND

SPECIAL INSPECTION REQUIREMENTS

F REFER TO SHEETS S004 THRU S008 FOR TYPICAL DETAILS. TYPICAL DETAILS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS

ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

G REFER TO SHEET S020 FOR FRAMING SCHEDULES.

S102 1/4" = 1'-0"

1 VESTIBULE HIGH ROOF FRAMING PLAN

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

2 3 41.5 2.5 3.5 5

A.4

1/ S104

2/ S104

1/ S105

5' - 0" 5' - 0"

213213

16' - 0" 2' - 6" 22' - 6" 7' - 0" 14' - 6" 10' - 6" 9' - 6"

82' - 6"

T Y

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S102A

FLOOR REINFORCING PLAN

KEY PLAN NTS

NORTH

PROJECT

AREA

MAIN

HOSPITAL

211 (4) #5 AT 3" O.C. CONTINUOUS.

213 (4) #5 AT 3" O.C. AROUND OPENING.

216 REINFORCING PER TYPICAL DETAIL T55 / S007.

219 REINFORCING PER DETAIL 247 / S304.

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

K E Y E D N O T E S

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

1/8" = 1'-0"

FLOOR REINFORCINGPLAN

VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

B THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY WITH ARCHITECT.

NOTIFY KIMLEY-HORN THROUGH ARCHITECT OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN

BY THIS DRAWING.

D ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. COORDINATE ADDITIONAL

FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E REFER TO SHEETS S001 THRU S003 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS, AND

SPECIAL INSPECTION REQUIREMENTS

F REFER TO SHEETS S004 THRU S008 FOR TYPICAL DETAILS. TYPICAL DETAILS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS

ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

G REFER TO SHEET S020 FOR FRAMING SCHEDULES.

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

2 3 41.5 2.5 3.5 5

A.4

16' - 0" 2' - 6" 22' - 6" 7' - 0" 14' - 6" 10' - 6" 9' - 6"

82' - 6"

18' - 6" 29' - 6" 25' - 0"

W18X65

W14x26 C=3/4"

W18X65

W x

W X

W x

W X

W x

BOD 127' - 4"

W14X48

W12X19

W14X48

W12X19 W12X14

W14X48

W10X12

W12X19

W12X14

W16X26 C=1"

W12X19

W16X26 C=1"

W12X19

W14X48W10X12

W10X12

W12X19

W16X26 C=1" W12X14

W12X14

W12X19

W10X12

W18X65

W14X48

W x

W X

W x

W X

W x

W X

W x

BOD 127' - 4"

W X

E Q

U A

L S

P A

C E

S (3

Q U

A L S

P A

C E

S (3

Q U

A L S

P A

C E

S (3

Q U

A L S

P A

C E

S (3

Q U

A L S

P A

C E

W10X12

W12X19W10X12

W12X14

W X

W14X22

W X

203203

W12X14

1/ S104

2/ S104

1/ S105

W X

S302

S301

S302

220 228

S302

W X

W12X14

W14X48

W x

W X

(3) EQUAL SPACES (4) EQUAL SPACES (4) EQUAL SPACES

W X

W18X65 W18X65

(3) EQUAL SPACES (4) EQUAL SPACES

W X

S302

S301

S302

(3) EQUAL SPACES (4) EQUAL SPACES

S302

(4) EQUAL SPACES

S302

S301

W X

S301

W X

S303

W X

8' - 0" 8' - 0" 8' - 0"

W X

S301

W X

217217

S303

S301

W14X22

8' - 6 1/2"

S304

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S103

ROOF FRAMING PLAN

KEY PLAN NTS

NORTH

PROJECT

AREA

MAIN

HOSPITAL

201 1 1/2" X 18 GAGE GALVANIZED STEEL ROOF DECK.

202 ROOF DRAIN FRAMING - SEE TYPICAL DETAIL T59 / S007 - COORDINATE SIZE AND LOCATION WITH

ARCHITECTURAL AND PLUMBING.

203 ROOF OPENING FRAMING - SEE TYPICAL DETAIL T57 / S007 - COORDINATE SIZE AND LOCATION WITH

ARCHITECTURAL.

205 HSS4X4X1/4 POSTS AT 8'-0" O.C. MAXIMUM AROUND PERIMETER OF STAIR ENCLOSURE WALLS FOR

PARAPET SUPPORT.

206 APPROXIMATE LOCATION OF ROOFTOP MECHANICAL UNIT, LOCATED DIRECTLY ABOVE STEEL BEAMS.

UNIT TO BE SUPPORTED ON PREMANUFACTURED VIBRATION ISOLATION CURBS.

209 1 1/2" X 16 GAGE GALVANIZED STEEL ROOF DECK.

210 W8X18 ELEVATOR HOIST BEAM - TOS = 127' - 1". COORDINATE EXACT LOCATION AND ELEVATION WITH

ELEVATOR MANUFACTURER.

212 HSS6X4X3/8 SCREEN WALL SUPPORT POST - TYPICAL. SEE DETAIL 236 / S303 FOR SCREEN WALL FRAMING INFORMATION. ATTACH STEEL DECK TO SUPPORTING BEAM PER TYPICAL DETAIL T63 / S008

FOR 5'-0" MINIMUM ALONG BEAM LENGTH.

214 3/4"Ø ROD BRACING BELOW BOTTOM FLANGE OF BEAMS.

215 COMPOZITE DAVIT JIB CRANE - 1,200 LBS CAPACITY MAXIMUM. SEE DETAIL 241 / S303 FOR CONNECTION

TO ROOF STRUCTURE.

217 ATTACH STEEL DECK TO COLLECTOR BEAM PER TYPICAL DETAIL T63 / S008 FOR FULL LENGTH OF BEAM.

218 MECHANICAL EQUIPMENT SUPPORT FRAME - SEE DETAIL T60 / S007. COORDINATE EXACT SIZE AND

LOCATION WITH FINAL EQUIPMENT SELECTION.

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

K E Y E D N O T E S

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

B THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY WITH ARCHITECT.

NOTIFY KIMLEY-HORN THROUGH ARCHITECT OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN

BY THIS DRAWING.

D ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. COORDINATE ADDITIONAL

FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E REFER TO SHEETS S001 THRU S003 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS, AND

SPECIAL INSPECTION REQUIREMENTS

F REFER TO SHEETS S004 THRU S008 FOR TYPICAL DETAILS. TYPICAL DETAILS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS

ARE NOT NOTED AT EACH LOCATION AT WHICH THEY ARE APPLICABLE.

G REFER TO SHEET S020 FOR FRAMING SCHEDULES.

1/8" = 1'-0"

ROOF FRAMING PLAN

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

FOUNDATION LEVEL

LEVEL 2

114' - 0"

2 1.52.5

ROOF

127' - 4"

41' - 0"

16' - 0"2' - 6"22' - 6"

W18X65 W18X65

W14X48 (15)W12X19 (24)

W X

208208

207207 208208

208 208

FOUNDATION LEVEL

LEVEL 2

114' - 0"

234 1.52.53.5

ROOF

127' - 4"

TOP OF HIGH ROOF

127' - 4"

73' - 0"

16' - 0"2' - 6"22' - 6"7' - 0"14' - 6"10' - 6"

W X

W18X65 (24)

W18X65 W14X48

W14X48 (6) W18X65 (22) W18X65 (27)

W18X65W18X65 208

207207

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S104

ELEVATIONS - MOMENT FRAMES

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

S104 1/4" = 1'-0"

1 MOMENT FRAME ALONG GRID LINE A (LOOKING SOUTH)

S104 1/4" = 1'-0"

2 MOMENT FRAME ALONG GRID LINE D (LOOKING SOUTH)

207 REFER TO DETAILS 204 / S301 AND 205 / S301 FOR BEAM TO COLUMN CONNECTION THAT ARE NOT PART

OF THE SEISMIC FORCE-RESISTING SYSTEM.

208 REFER TO DETAILS 218 / S302, 220 / S302, 222 / S302, 226 / S302, 227 / S302 FOR BEAM-COLUMN

CONNECTIONS AT SPECIAL MOMENT FRAMES.

K E Y E D N O T E S

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

LEVEL 2

114' - 0"

2 3 41.5 2.5 3.5

ROOF

127' - 4"

TOP OF STEEL - ELEVATOR

131' - 7"

W18X65 (24)

W14X48W14X48

W18X65 (29)W18X65 (18)

W14X48

W X

73' - 0"

16' - 0" 2' - 6" 22' - 6" 7' - 0" 14' - 6" 10' - 6"

208208

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S105

ELEVATIONS - MOMENT FRAMES

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

208 REFER TO DETAILS 218 / S302, 220 / S302, 222 / S302, 226 / S302, 227 / S302 FOR BEAM-COLUMN

CONNECTIONS AT SPECIAL MOMENT FRAMES.

K E Y E D N O T E S

S105 1/4" = 1'-0"

1 MOMENT FRAME ALONG GRID LINE J (LOOKING NORTH)

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

LEVEL 2

114' - 0"

A B C D E F

ROOF

127' - 4"

A.4

TOP OF HIGH ROOF

127' - 4" m a tc h lin e

6' - 0" 12' - 0" 12' - 0" 12' - 7" 23' - 5" 21' - 0"

W X

W18X65 (20)

W14X48 W18x46

W16X40 (23)W14X22 (12)

W14x26W14X48

W14X48 (11)W14X22 (17)

W14x26

208208

208208 208208

207 208

208 208

FOUNDATION LEVEL

LEVEL 2

114' - 0"

F G H J

ROOF

127' - 4"

TOP OF HIGH ROOF

127' - 4" m a tc h lin e

21' - 0" 19' - 6" 19' - 6"

W14X48

W18X65 (20) W18X65 (18) W16X40 (19)

W18x46 W14X48

W X

208 208

W X

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S106

ELEVATIONS - MOMENT FRAMES

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

207 REFER TO DETAILS 204 / S301 AND 205 / S301 FOR BEAM TO COLUMN CONNECTION THAT ARE NOT PART

OF THE SEISMIC FORCE-RESISTING SYSTEM.

208 REFER TO DETAILS 218 / S302, 220 / S302, 222 / S302, 226 / S302, 227 / S302 FOR BEAM-COLUMN

CONNECTIONS AT SPECIAL MOMENT FRAMES.

K E Y E D N O T E S

S106 1/4" = 1'-0"

1 MOMENT FRAME ALONG GRID LINE 1 (LOOKING EAST)

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

LEVEL 2

114' - 0"

EFGHJ

ROOF

127' - 4"

TOP OF STEEL - ELEVATOR

131' - 7"

19' - 6" 19' - 6" 21' - 0" 21' - 0" m a tc h lin e

W18x46

W16X40 (19) W18X65 (18)

W14X48 W14X48

W18X65 (20) W18X65 (20)

W14X48

W X

208208

FOUNDATION LEVEL

LEVEL 2

114' - 0"

BCDE

ROOF

127' - 4"

A.4

23' - 5" 12' - 7" 12' - 0" 12' - 0" m a tc h lin e

W16X40 (23)

W18x46

W14X22 W14X22

W X

W14X48

207 207207 207

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S107

ELEVATIONS - MOMENT FRAMES

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

207 REFER TO DETAILS 204 / S301 AND 205 / S301 FOR BEAM TO COLUMN CONNECTION THAT ARE NOT PART

OF THE SEISMIC FORCE-RESISTING SYSTEM.

208 REFER TO DETAILS 218 / S302, 220 / S302, 222 / S302, 226 / S302, 227 / S302 FOR BEAM-COLUMN

CONNECTIONS AT SPECIAL MOMENT FRAMES.

K E Y E D N O T E S

NOT TO SCALES107

1 MOMENT FRAME ALONG GRID LINE 4 (LOOKING WEST)

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

STEEL COLUMN

CONCRETE SLAB

STEEL BASE PLATE

AND ANCHOR RODS

CONCRETE FOOTING

DRYPACK /

FLOWABLE GROUT

3" MINIMUM CONCRETE

COVER AROUND ALL

STEEL BELOW GRADE

COLUMN AND FOOTING

CENTERLINE

CONTINUOUS CONCRETE

KEY PER TYPICAL DETAIL

CONCRETE CLOSURE POUR

AROUND COLUMN - PLACE

AFTER ALL DEAD LOAD IS

APPLIED

SUBBASE

REQUIREMENTS

PER PLANS

SUBBASE REQUIREMENTS

CONCRETE SLAB

DIMENSION PER

PLANS AND

ARCHITECTURAL

8" CONCRETE STEM

WALL WITH #5 AT

12" O.C. EACH WAY

CONCRETE MAT

FOUNDATION

STEEL LEDGER ANGLE PER

ELEVATOR MANUFACTURER

CONTINUOUS KEY PER

TYPICAL KEY IN CONCRETE

DETAIL

4" TYP

SHORE WALL UNTIL

CONCRETE REACHES

DESIGN STRENGTH

CONSTRUCTION JOINT DOWEL SCHEDULE

SLAB THICKNESS "T"

ROUND DOWEL

SIZE LENGTH SPACING

5" TO 6"

7" TO 8"

9" TO 11"

3/4"

1 1/4"

14"

16"

18"

12"

TOOLED JOINT AND JOINT

FILLER PER ARCHITECTURAL

AND SPECIFICATIONS

VAPOR BARRIER

WHERE REQUIRED

CONCRETE SLAB

SLAB REINFORCING

SMOOTH GREASED

PROJECTED DOWEL PER

DOWEL SCHEDULE

C L R

EQ EQ

6" 6" JOINT FILLER PER

ARCHITECTURAL AND

SPECIFICATIONS

VAPOR BARRIER

WHERE REQUIRED

6" 6"

CONCRETE SLAB

NOTE:

SAWCUT SLAB WITHIN 12 HOURS

OF CONCRETE PLACEMENT

C L R

" T /4

SAWCUT CONSTRUCTION JOINT

DOWELED CONSTRUCTION JOINT

C L R

BOTTOM HORIZONTAL

REINFORCING WHERE

OCCURS

SLAB REINFORCING

BOTTOM HORIZONTAL

REINFORCING WHERE

OCCURS

CONTRACTOR'S NOTE:

A. STOP EVERY OTHER REINFORCING

BAR SHORT OF SAWCUT JOINT

B. PASS EVERY OTHER BAR THRU

JOINT - WRAP BAR WITH MASKING

TAPE PRIOR TO PLACING CONCRETE

STEEL COLUMN

CONCRETE SLAB

STEEL BASE PLATE AND

ANCHOR RODS

CONCRETE FOOTING

DRYPACK / FLOWABLE

GROUT

3" MINIMUM CONCRETE

COVER AROUND ALL STEEL

BELOW GRADE

COLUMN AND FOOTING

CENTERLINE

CONCRETE SLAB WHERE

SHOWN ON

CIVIL/ARCHITECTURAL

FINISHED GRADE

CONTINUOUS

CONCRETE KEY PER

TYPICAL DETAIL

CONCRETE CLOSURE

POUR AROUND COLUMN -

PLACE AFTER ALL DEAD

LOAD IS APPLIED

SUBBASE

REQUIREMENTS

DIMENSION PER PLANS AND

ARCHITECTURAL

CONCRETE STEM WALL WITH

#5 AT 12" O.C. EACH WAY

CONCRETE SLAB

SUBBASE REQUIREMENTS

PER PLANS

CONCRETE SLAB

CONTINUOUS KEY PER TYPICAL

KEY IN CONCRETE DETAIL

SEE PLAN

2" TYP

4" TYP

S E

E P

L A

1' - 0"

(3) #5 AROUND SUMP X

#5 AT 12" O.C. X

10"

#5 AT 12" O.C. EACH WAY AT

SUMP X

#5 AT 12" O.C. WITH 12" X

90° HOOK EACH END

CONCRETE MAT SLAB BEYOND

MATCH CONCRETE MAT

SLAB THICKNESS

GALVANIZED STEEL GRATING WITH

3/4" X 3/16" BEARING BARS AT 1 3/16"

O.C. AND WELDED CROSS BARS AT

4" O.C. OVER SUMP AT ELEVATOR PIT

CONTINUOUS 3/16" BENT STEEL

PLATE ALL 4 SIDES OF SUMP PIT WITH

3/4"Ø X 4" LONG AUTOMATIC WELDED

HEADED STUDS AT 12" O.C. HOT DIP

GALVANIZED AFTER FABRICATION X

1 1/2"

CONTINUOUS KEY PER TYPICAL

KEY IN CONCRETE DETAIL

(1) #4 CONTINUOUS

TOP AND BOTTOM

TOOLED EDGE

SUBBASE

CONCRETE SLAB

FINISHED GRADE

CONCRETE SLAB PER

CIVIL/ARCHITECTURAL

1' - 0"

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

#4 SLAB DOWELS AT

24" O.C. X 24"

CONTINUOUS SILL TRACK

AND ATTACHMENT BY

COLD-FORMED STEEL

DESIGNER (DEFERRED

SUBMITTAL)

(1) #4 CONTINUOUS

TOP AND BOTTOM

TOOLED JOINT

SUBBASE

CONCRETE SLAB

CONCRETE SIDEWALK SLAB

PER ARCHITECTURAL

1' - 0"

COLD-FORMED STUD

WALL BEYOND

#4 SLAB DOWELS AT

24" O.C. X 24" 1/2"Ø SMOOTH DOWELS

AT 24" O.C. X

24"

TOOLED JOINT

1/2"Ø X 24" LONG

SMOOTH DOWELS

AT 24" O.C.

(1) #4 CONTINUOUS TOP

AND BOTTOM

TOOLED EDGE

SUBBASE

CONCRETE SLAB

FINISHED GRADE

CONCRETE SLAB WHERE

SHOWN ON

CIVIL/ARCHITECTURAL

#4 SLAB DOWELS AT

24" O.C. X 24"

WINDOW WALL PER

ARCHITECTURAL

1' - 0"

AT WALL AT DOOR OPENING AT WINDOW WALL

CONTINUOUS CONCRETE

KEY PER TYPICAL DETAILS

CONCRETE CLOSURE POUR

AROUND COLUMN - PLACE

AFTER ALL DEAD LOAD IS

APPLIED

STEEL COLUMN

CONCRETE SLAB

STEEL BASE PLATE AND

ANCHOR RODS

CONCRETE FOOTING

DRYPACK / FLOWABLE

GROUT

3" MINIMUM CONCRETE

COVER AROUND ALL STEEL

BELOW GRADE

COLUMN AND FOOTING

CENTERLINE

1' - 0" 6"

SUBBASE

CONCRETE SLAB WHERE

SHOWN ON

CIVIL/ARCHITECTURAL

FINISHED GRADE

SUBBASE

CONCRETE SLAB

DIMENSION PER

ARCHITECTURAL

8" CONCRETE STEM

WALL WITH #5 AT

12" O.C. EACH WAY

CONCRETE MAT

FOUNDATION

STEEL POST -

ELEVATOR GUIDE

RAIL SUPPORT

4" TYP

SHORE WALL UNTIL

CONCRETE REACHES

DESIGN STRENGTH

CONTINUOUS KEY

PER TYPICAL DETAIL

2' - 0" MIN

3/4"X10"X8" STEEL

EMBED PLATE

WITH (4) 1/2"Ø

HEADED STUDS

CONTINUOUS KEY

PER TYPICAL DETAIL

CONCRETE SLAB

TOOLED EDGE

CONTINUOUS KEY PER

TYPICAL KEY IN CONCRETE

DETAIL

SUBBASE

SLAB DEPRESSION PER

ARCHITECTURAL

CONCRETE SLAB

6" 6"

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S201

FOUNDATION DETAILS 101 - 115

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

NOT TO SCALES201

20-043

101 INTERIOR STEEL COLUMN FOOTING

NOT TO SCALES201

20-043

110 ELEVATOR PIT STEM WALL AT CONCRETE SLAB

NOT TO SCALES201

20-043

107 TYPICAL CONSTRUCTION JOINT IN REINFORCED CONCRETE SLAB

NOT TO SCALES201

20-043

102 PERIMETER STEEL COLUMN FOOTING

NOT TO SCALES201

20-043

108 SUMP PIT AT ELEVATOR

NOT TO SCALES201

20-043

109 EEXTERIOR COLD-FORMED STUD WALL AT TURNED DOWN SLAB

NOT TO SCALES201

20-043

111 PERIMETER STEEL COLUMN FOOTING

NOT TO SCALES201

20-043

112 ELEVATOR GUIDE RAIL SUPPORT POST AT PIT STEM WALL

NOT TO SCALES201

20-043

113 DEPRESSION IN CONCRETE SLAB

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

1/2" STEEL SHEAR

PLATE

1/2" MAX

1/4

TYP

5/16 B

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

1/2" STEEL CAP PLATE

1/2" THICK HORIZONTAL

STEEL STIFFENER PLATE

- TYPICAL

STEEL COLUMN

STEEL BEAM

MAX

1/2"

1/2" STEEL CAP PLATE

STEEL COLUMN

1/2" STEEL SHEAR PLATE

STEEL BEAM

1/4

TYP

STRONG AXISWEAK AXIS

WELD NOTES:

A. WELD SIZE 3/8" AT 1/2" PLATE

B. WELD STEEL PLATE TO

COLUMN FLANGE - TYPICAL

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

STEEL COLUMN

1/2" MAX

SIZE AND NUMBER OF

BOLTS PER TYPICAL BOLT

SCHEDULE

1/2" STEEL SHEAR PLATE

STEEL BEAM

STRONG AXIS

STEEL COLUMN

1/2" MAX

SIZE AND NUMBER OF

BOLTS PER TYPICAL BOLT

SCHEDULE

1/2" STEEL SHEAR PLATE

STEEL BEAM

WEAK AXIS

1/2" THICK HORIZONTAL

STEEL STIFFENER PLATE

- TYPICAL

5/16 B

WELD NOTES:

A. WELD SIZE 3/8" AT 1/2" PLATE

B. WELD STEEL PLATE TO COLUMN

FLANGE -TYPICAL

CONCRETE OVER

STEEL DECK

STEEL BEAM

CENTERLINE OF BEAM

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

COLD-FORMED DEFLECTION

TRACK (DEFERRED SUBMITTAL)

CONCRETE OVER

STEEL DECK

STEEL BEAM

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

COLD-FORMED DEFLECTION

TRACK (DEFERRED SUBMITTAL)

WELD NOTES:

A. WELD TOP AND BOTTOM

FLANGE - TYPICAL

3/8" STEEL SHEAR PLATE -

5/8" STEEL SHEAR PLATE

WHERE "D" = 27" OR MORE

SIZE AND NUMBER OF

BOLTS PER TYPICAL BOLT

SCHEDULE

STEEL BEAM

1/4

TYP

SECTION

3/8" STEEL SHEAR PLATE -

5/8" STEEL SHEAR PLATE

WHERE "D" = 27" OR MORE

STEEL BEAM

STEEL CONTINUITY PLATES

TO MATCH BEAM FLANGE

THICKNESS (1/2" MINIMUM)

AT LEVEL OF TOP AND

BOTTOM FLANGES - FULL

WIDTH OF COLUMN FLANGE

EACH SIDE OF WEB -

TYPICAL

SHEAR PLATE -

THICKNESS TO MATCH

BEAM WEB (5/8" MINIMUM)

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

STEEL COLUMN

STEEL BEAM

WEAK AXIS

STEEL BEAM WHERE

OCCURS ON PLANS

STEEL BEAM

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

TYP BOTH

SIDES

SHEAR PLATE -

THICKNESS TO MATCH

BEAM WEB (5/8" MINIMUM)

STEEL COLUMN

WELD NOTES:

A. WELD SIZE 1/2 OF CONTINUITY

PLATE THICKNESS (3/8") MINIMUM -

TYPICAL

B. CJP WELD TOP AND BOTTOM

FLANGE - TYPICAL

C. WELD THICKNESS NEAREST 1/16"

LARGER THAN 1/2 SHEAR PLATE

THICKNESS - TYPICAL

D. WELD CONTINUITY PLATE TO

COLUMN WITH 1/16" LARGER WELD

THAN 1/2 CONTINUITY PLATE

THICKNESS

STEEL CONTINUITY PLATES

TO MATCH BEAM FLANGE

THICKNESS (1/2" MINIMUM) AT

LEVEL OF TOP AND BOTTOM

FLANGES - FULL WIDTH OF

COLUMN FLANGE EACH SIDE

OF WEB - TYPICAL

STRONG AXIS

STEEL BEAM WHERE

OCCURS ON PLANS

STEEL DECK

STEEL BEAM

ELEVATOR HOIST

BEAM AS OCCURS

L4X3X3/8 X 6" LONG EACH

SIDE OF STEEL BEAM

(2) 3/4"Ø BOLTS

STEEL BEAM

1/4

1 1/2"

1/2"

1/4

STEEL COLUMN

L5X3X3/8 (LLV) EACH SIDE

OF COLUMN WITH (1) 3/4"Ø

BOLT THROUGH 2 1/4" LONG

SLOTTED HOLES IN ANGLES

1/4

ELEVATOR RAIL BRACKET

AND ATTACHMENT BY

ELEVATOR MANUFACTURER

STEEL ANGLE BRACKET

PER DETAIL /239 S303

CONCRETE OVER

STEEL DECK

STEEL BEAM

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

CONTINUOUS

L3-1/2X3-1/2X1/4

STEEL ANGLE

3/8" STEEL STIFFENER

PLATE EACH SIDE OF

BEAM WEB AT 4'-0" O.C.

MAXIMUM EXTEND

STIFFENER TO WITHIN

1" OF SLAB EDGE

STEEL DECK

3/16 2-12

ANGLE TO BENT

PLATE

1/4

3 SIDES

TYP

CONCRETE OVER

STEEL DECK

CENTERLINE OF BEAM COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

CONTINUOUS

STEEL ANGLE PER

DETAIL

3/8" STEEL STIFFENER

PLATE - EXTEND

STIFFENER TO SLAB EDGE

AND CENTER ON

INTERSECTING BEAM WEB

CONNECTION PER TYPICAL

DETAIL

STEEL DECK

1/4

1/2" STEEL PLATE X 4" WIDE

STEEL BEAM

CONNECTION PER

TYPICAL DETAIL

/T64 S008

STEEL BEAM

/T64 S008

/211 S301

1/4

3 SIDES

TYP

CONCRETE OVER

STEEL DECK

STEEL BEAM

1/4

STEEL COLUMN

ELEVATOR RAIL BRACKET

AND ATTACHMENT BY

ELEVATOR MANUFACTURER

STEEL EMBED PLATE 1/2"X4

1/2"X14" WITH (2) 1/2"Ø

HEADED STUDS AT 11" O.C.

STEEL ANGLE BRACKET PER

DETAIL

L5X3X1/4 (LLV) X 3" LONG

EACH SIDE OF STEEL

COLUMN WITH (1) 3/4"Ø

BOLT THROUGH 2 1/4"

LONG SLOTTED HOLE STEEL COLUMN

3/16

/239 S303

VERIFY FINAL DIMENSION

WITH ELEVATOR

MANUFACTURER

(1/4)

1/4

STEEL COLUMN

STEEL BEAM

1/4

(1/4)

/203A S301AT

STEEL BEAM

AS NOTED

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

VA FORM

08-6231

1 2 3 4 5 6 87 9

97 8654321

Dwg. of

20-043

VANCHCS

10535 HOSPITAL WAY MATHER, CA 95655

KHPS

S301

FRAMING DETAILS 201 - 215

7740 NORTH 16TH STREET, SUITE 300 PHOENIX, AZ 85020

602.944.5500

NOT TO SCALES301

20-043

TYPICAL SHEAR CONNECTION -

STEEL BEAM TO WIDE FLANGE COLUMN

NOT TO SCALES301

20-043

TYPICAL SHEAR CONNECTION -

STEEL BEAM TO WIDE FLANGE COLUMN

NOT TO SCALES301

20-043

STEEL STUD WALL AT CONCRETE OVER STEEL DECK

EDGE OF SLAB AT CONCRETE OVER STEEL DECK

NOT TO SCALES301

20-043

214 STEEL STUD WALL AT CONCRETE OVER STEEL DECK

NOT TO SCALES301

20-043

208 TYPICAL MOMENT CONNECTION - STEEL BEAM TO STEEL BEAM

NOT TO SCALES301

20-043

MOMENT CONNECTION

STEEL BEAM TO WIDE FLANGE COLUMN

- NOT FOR USE WITH ELEMENTS OF THE SFRS

NOT TO SCALES301

20-043

209 GUIDE RAIL SUPPORT COLUMN AT STEEL BEAM

NOT TO SCALES301

20-043

211 STEEL BEAM AND DECK AT CONCRETE OVER STEEL DECK

NOT TO SCALES301

20-043

212 STEEL BEAM AND DECK AT CONCRETE OVER STEEL DECK

NOT TO SCALES301

20-043

215 GUIDE RAIL SUPPORT POST AT CONCRETE OVER STEEL DECK

NOT TO SCALES301

20-043

203 STEEL BEAM AT STEEL COLUMN

NOT TO SCALES301

20-043

206 PLAN - STEEL BEAM CORNER CONNECTION

203A

PAMELA E.

SINGLETON

STRUCTURAL

S 005889

A. FULL DEPTH PARTIAL PENETRATION WELD PLATE TO COLUMN

FLANGE FROM FAR SIDE - FILLET WELD NEAR SIDE TO MATCH

PLATE THICKNESS

B. COMPLETE PENETRATION WELD BEAM TO COLUMN BETWEEN

ACCESS HOLES - SHEAR PLATE SERVES AS BACKING -

WELD: QC/QA CATEGORY BM/L

STEEL BEAM

STEEL COLUMN

C L R

2" MIN

STEEL CONTINUITY PLATES

PER DETAIL

STEEL CONTINUITY PLATES

PER DETAIL

(2) 1"Ø A325 ERECTION BOLTS

(3) 1"Ø BOLTS WHERE "L" = 25"

OR MORE

SHEAR PLATE THICKNESS TO MATCH BEAM WEB

THICKNESS (3/8" MINIMUM) - SHEAR PLATE LENGTH SHALL

BE SO AS TO ALLOW 1/8" OVERLAP WITH THE WELD

ACCESS HOLE AT THE TOP AND BOTTOM, AND THE WIDTH

SHALL EXTEND 2" MINIMUM BACK ALONG THE BEAM,

BEYOND THE END OF THE WELD ACCESS HOLE. SHEAR

TAB MAY BE CUT SQUARE, OR TAPERED AS SHOWN

/226 S302

STEEL CONTINUITY

PLATE

SECTION

TOP AND BOTTOM FLANGE

WELD TO COLUMN AND

WELD ACCESS HOLE PER

DETAIL

STEEL CONTINUITY

PLATE

TOP AND BOTTOM FLANGE

WELD TO COLUMN AND

WELD ACCESS HOLE PER

DETAIL

STEEL BEAM

3/8

STEEL SHEAR PLATE PER

DETAIL

STEEL COLUMN

STEEL CONTINUITY PLATE

PER DETAIL

REDUCED BEAM SECTION

NOT REQUIRED THIS SIDE

2" 3" 2"

1/2" STEEL SHEAR PLATE

TWO ROWS OF BOLTS -

SIZE AND NUMBER OF

BOLTS PER TYPICAL

DETAIL 1/2" MAX

STEEL SHEAR PLATE PER

DETAIL

STEEL CONTINUITY PLATE

PER DETAIL

NOTE:

1. ALL MOMENT FRAME CONNECTION WELD METAL SHALL MEET CVN REQUIREMENTS AS DEFINED IN

SPECIFICATIONS

2. SEE SPECIFICATIONS

3. "QC/QA" DENOTES QUALITY CONTROL / QUALITY ASSURANCE - QC/QA REQUIREMENTS FOR SEISMIC MOMENT

FRAME CONNECTIONS PER GENERAL STRUCTURAL NOTES

4. "DC" DENOTES DEMAND CRITICAL WELD

STEEL BEAM

STEEL COLUMN

T F

STEEL SHEAR PLATE PER

DETAIL

/226 S302 /226 S302/222 S302 /222 S302

/222 S302

LENGTH OF WELD BETWEEN

CONTINUITY PLATE AND

COLUMN WEB

SECTION

WELD NOTES:

A. WELD SIZE 1/2 OF TPL, 5/16" MINIMUM

B. CJP TYPICAL - FOR EXTERIOR BEAM TO COLUMN CONNECTIONS (BEAM

ONE SIDE ONLY) - WELD CONTINUITY PLATE TO COLUMN FLANGE AT FREE

SIDE MAY BE 5/16" FILLET WELD AT TOP AND BOTTOM FACE OF PLATE

C. AISC MINIMUM CONTINUOUS FILLET WELD UNDER BACKING

T P

K COL + 1/4" K COL + 1/4"

T P

STEEL BEAM

STEEL COLUMN

K COL + 1 1/2"

1/4"

LENGTH OF WELD BETWEEN

CONTINUITY PLATE AND

COLUMN WEB

CONTINUITY PLATE

THICKNESS, TPL SHALL BE

MAXIMUM OF TF1 AND TF2

REMOVE WELD TABS TO 1/4"

MAXIMUM FROM EDGE OF

CONTINUITY PLATE - GRIND

END OF WELD SMOOTH,

NOT FLUSH - DO NOT

GOUGE COLUMN FLANGE

1/2" RADIUS MINIMUM

MINIMUM WIDTH TO MATCH

BEAM FLANGE, PREFERRED

ALTERNATIVE; EXTEND

PLATE FLUSH WITH COLUMN

FLANGES

STEEL COLUMN

OVERSIZED ACCESS HOLES ARE

REQUIRED AT ROTARY -

STRAIGHTENED MEMBERS. ROTARY

STRAIGHTENED SIZES ARE: W14<145,

W12<152 AND ALL OTHER COLUMNS

<300 LBS PER FOOT

C O

STEEL DECK

GRID

1 1/2"

1/2" MAX TYP

1 1/2" d/2 MAX

STEEL COLUMN

STEEL MOMENT

FRAME BEAM

STEEL ANGLE

BRACE

STEEL MOMENT FRAME

BEAM WHERE OCCURS

STEEL ANGLE

BRACE WHERE

OCCURS

SECTION

6' - 0" MAXIMUM

L3 1/2X3 1/2X3/8 BRACE

(1) 1"Ø HSB TYPE X

3/8" STEEL STIFFENER

PLATE - TYPICAL

STEEL BEAM

T Y

A X

3/16 C

3/16 A

STEEL BEAM OR JOIST

3/8" STEEL PLATE AT

EACH BRACE

1/4 B

WELD NOTES:

A. WELD (2) SIDES - TYPICAL

B. WELD (3) SIDES - ALTERNATE TO

BOLT IN LIEU OF WELD

C. WELD (3) SIDES - TYPICAL

STEEL SHEAR

PLATE PER DETAIL

0.5Bf b=0.75d

B fR

A D

PROTECTED ZONE - NO

WELDED STUDS AND NO

OTHER WELDED OR

FASTENED ATTACHMENTS IN

THIS REGION OF BEAM

FLANGES - SPOT WELDING

FOR ATTACHMENT OF METAL

DECKING IS PERMITTED IN

THIS REGION

CONTINUITY PLATE

MAKE CIRCULAR CUTS WITH

RADIUS =

4(0.2Bf)2 + (0.85d)2

8(0.2Bf)

TOP AND BOTTOM FLANGE

NOTE:

1. CONTINUITY PLATE WELDING PER DETAIL

2. FABRICATION DETAILS INCLUDING METHODS AND SMOOTHNESS REQUIREMENTS PER

SPECIFICATIONS

3. "d" DENOTES BEAM DEPTH AND "Bf" DENOTES BEAM FLANGE WIDTH PER AISC MANUAL

/226 S302

STEEL DECK - SPAN

DIRECTION PER PLANS

STEEL BEAM

COLD-FORMED

STUD WALL

(DEFERRED

SUBMITTAL)

3/16 2-12 A

1/4" CONTINUOUS

STEEL ANGLE OR

BENT PLATE

WELD NOTES:

A. OMIT WELD AT PROTECTED

ZONES OF SPECIAL MOMENT

FRAME BEAMS

STEEL DECK - SPAN

DIRECTION PER PLANS

STEEL BEAM

COLD-FORMED STUD WALL

(DEFERRED SUBMITTAL)

3/16 2-12 A

1/4" CONTINUOUS STEEL

ANGLE OR BENT PLATE

2" MIN

3/8" STEEL STIFFENER

PLATE EACH SIDE OF BEAM

WEB AT 4'-0" O.C. MAXIMUM.

EXTEND STIFFENER TO

WITHIN 1" OF COLD-

FORMED STUD WALL

EDGE CONDITION "A" < 10"

1/4

3 SIDES

TYP

EDGE CONDITION 10" < "A" < 20"

"A"

2" MIN

"A"

CENTERLINE

OF BEAM

DEFLECTION CLIP AND

ATTACHMENT BY

OTHERS (DEFERRED

SUBMITTAL)

DEFLECTION CLIP

AND ATTACHMENT

BY OTHERS

(DEFERRED

SUBMITTAL)

CENTERLINE

OF BEAM

STEEL BEAM

CONTINUOUS

L3X3X1/4

STEEL DECK -

SPAN DIRECTION

PER PLANS

3/16 2-12

STEEL BEAM

CONTINUOUS

EDGE ANGLE PER

DETAIL

STEEL DECK -

SPAN DIRECTION

PER PLANS

1/4

SIZE AND NUMBER OF

BOLTS PER TYPICAL

BOLT SCHEDULE

1/2" STEEL SHEAR

PLATE

STEEL BEAM

/229 S302

1050 E. Southern Ave, Suite #D, Tempe, Arizona 85282, (480) 751-9542designgroup

Architecture, Engineering, and Sustainable Design

AESUS

Drawing Title: Project Title:

Date

Location

Checked

Building Number:

Project Number:

Drawing Number:

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Construct Facility for Mental Health and Primary Care Alternative Modalities

Location:

100% BID SET SUBMITTAL

AUG 18, 2023

o n e e ig h th in c h o n e fo o t

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 23, 2024.