Attachment 14 - Structural Drawings.pdf

AB

ADDL

ADJ

AGGR

ALT

APPROX

ARCH

ASD

ASTM

BF

BLDG

BLKG

BM

BO

BOS

BOT

BRB

BRG

BSMT

BTWN

CJ

CJP

CLG

CLR

CMU

COL

CONC

CONN

CONST

CONT

CP

CSK

CTR

CTZ

DBL

DF

DIA

DIAG

DIM

DIST

DKG

DN

do

DS

DTL

DWG

DWL(S)

EA

EE

EF

ELEV

EMB

EN

EOR

EQ

ES

EW

EXIST or (E)

EXP

EXT

FF

FIN

FLR

FND

FOC

FOS

FRMG

FS

FT

FTG

GA

GALV

GL

GLB

GR

GRND

HD

HDG

HDR

HK

HORIZ

HS

HSB

HSS

HT

IBC

ICC

ID

IN

JST

JT

LAG

LLH

LLV

LONGIT

MAX

MB

MECH

MF

MFR

MIN

MISC

MTL

(N)

N

No

NS

N-S

NTS

oc

OD

OPNG

OPP

OWSJ

PDF

PEF

PERP

PLCS

PLYWD or

PLY

PNL

PSF

PSI

PT

R

REF

REINF

REQ or

REQD

REV

RTNS

SAB

SAD

SCBF

SCHED

SDSM

SECT

SEOR

SF

SHT

SHTG

SIM

SIMP or (S)

SMRF

SMS

SN

SOG

SPEC

SQ

SS

STAG

STD

STIFF

STL

STSM

STRUC

SUSP

SYM

T&B

T&G

THK

THRD

TN

TO

TOS

TPF

TRANS

TSN

TYP

UNO

URM

VERT

VIF

W/

W/O

WD

WF

WHS

WP

WT

WTR

WTS

WWM

X HVY

X STR

XX HVY

XX STR

& AND

L or L ANGLE

@ AT

CL or ℄ CENTERLINE

DIA or O DIAMETER

# NUMBER or POUND

|| or // PARALLEL

PERPENDICULAR

PL or � PLATE (STEEL)

ANCHOR BOLT

ADDITIONAL

ADJACENT

AGGREGATE

ALTERNATE

APPROXIMATE(LY)

ARCHITECT(URAL)

ALLOWABLE STRESS DESIGN

AMERICAN SOCIETY for TESTING and MATERIALS

BRACED FRAME

BUILDING

BLOCKING

BEAM

BOTTOM OF

BOTTOM OF STEEL

BOTTOM

BUCKLING RESTRAINED

BRACE

BEARING

BASEMENT

BETWEEN

CONTROL JOINT

COMPLETE JOINT

PENETRATION

CEILING

CLEAR(ANCE)

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COMPLETE PENETRATION

COUNTERSUNK

CENTER

CLOSED TIE ZONE

DOUBLE

DOUGLAS FIR

DIAMETER

DIAGONAL

DIMENSION

DISTANCE

DECK/DECKING

DOWN

DITTO

DRAG STRUT

DETAIL

DRAWING

DOWEL(S)

EACH

EACH END

EACH FACE

ELEVATION

EMBEDMENT

EDGE NAILING

ENGINEER OF RECORD

EQUAL

EACH SIDE

EACH WAY

EXISTING

EXPANSION

EXTERIOR

FINISH FLOOR

FINISH

FLOOR

FOUNDATION

FACE OF CONCRETE

FACE OF STUDS

FRAMING

FAR SIDE

FEET (FOOT)

FOOTING

GAUGE (GAGE)

GALVANIZED

GLU-LAM

GLU-LAM BEAM

GRADE

GROUND

HOLDOWN

HOT DIPPED GALVANIZED

HEADER

HOOK

HORIZONTAL

HEADED STUD

HIGH STRENGTH BOLT

HOLLOW STRUCTURAL

SECTION

HEIGHT

INTERNATIONAL BUILDING

CODE

INTERNATIONAL CODE

COUNCIL

INSIDE DIAMETER

INCH(ES)

JOIST

JOINT

LAG BOLT

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

MAXIMUM

MACHINE BOLT

MECHANICAL

MOMENT FRAME

MANUFACTURER

MINIMUM

MISCELLANEOUS

METAL

NEW

NORTH

NUMBER

NEAR SIDE

NON-SHRINK

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

OPEN WEB STEEL JOIST

POWDER DRIVEN FASTENERS

PANEL EDGE FASTENING

PERPENDICULAR

PLACES

PLYWOOD

PANEL

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED or

POST TENSION

RADIUS

REFERENCE

REINFORCE(D)(ING)

REQUIRED

REVISE or REVISION

RETURNS

SILL ANCHOR BOLT

SEE ARCHITECTURAL

DRAWINGS

SPECIAL CONCENTRIC

BRACED FRAME

SCHEDULE

SELF DRILLING SHEET METAL

SECTION

STRUCTURAL ENGINEER OF

RECORD

SQUARE FEET or SILL

FASTENING

SHEET

SHEATHING

SIMILAR

SIMPSON

SPECIAL MOMENT

RESISTING FRAME

SHEET METAL SCREW

SILL NAILING

SLAB ON GRADE

SPECIFICATION

SQUARE

STAINLESS STEEL

STAGGER or STAGGERED

STANDARD

STIFFENER

STEEL

SELF TAPPING SHEET METAL

STRUCTURAL

SUSPENDED

SYMMETRICAL

TOP AND BOTTOM

TONGUE AND GROOVE

THICK(NESS)

THREADED

TOE NAIL

TOP OF

TOP OF STEEL

TOP PLATE FASTENING

TRANSVERSE

THE STEEL NETWORK

TYPICAL

UNLESS NOTED OTHERWISE

UNREINFORCED MASONRY

VERTICAL

VERIFY IN FIELD

WITH

WITHOUT

WOOD

WIDE FLANGE

WELDED HEADED STUD

WATER PROOF or WORK

POINT

WEIGHT

WELDED THREADED ROD

WELDED THREADED STUD

WELDED WIRE MESH

EXTRA HEAVY

EXTRA STRONG

DOUBLE EXTRA HEAVY

DOUBLE EXTRA STRONG

ABBREVIATIONS:

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

SC100

463-301

Dec. 08, 2020 MAH CCC

STRUCTURAL COVER

SHEET

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

Sheet List

Sheet Number Sheet Name

SC100 STRUCTURAL COVER SHEET

SN101 STRUCTURAL NOTES

SN102 STRUCTURAL NOTES

SL101 LIVE LOAD MAPS

SL102 WIND UPLIFT LOAD MAP

SF100 FOUNDATION PLAN

SF101 FOUNDATION DETAILS

SF102 FOUNDATION DETAILS

SF103 SECOND FLOOR FRAMING PLAN

SF104 ROOF FRAMING PLAN

SE101 FRAMING ELEVATIONS

SE102 BRACING DETAILS

SE103 BRACING DETAILS

SE104 BRACING DETAILS

SE105 BRACING DETAILS

SE106 DRAG STRUT DETAILS

SD100 FRAMING DETAILS

SD101 FRAMING DETAILS

SD103 DETAILS

SD104 STAIR/ELEVATOR DETAILS

Alaska Veterans Affairs Health Care System Muldoon Clinic A Wing Addition

12-09-2020

Expires: 12-31-2021

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

12" = 1'-0"

SN101

463-301

Dec. 08, 2020 MAH CCC

STRUCTURAL NOTES

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

SN102

463-301

Dec. 08, 2020 MAH CCC

STRUCTURAL NOTES

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

120 126

104 101

125 125 125 38 69

120 120

120120 120120

VZ

EB-0000-3

-1HH

N

HAW---VZ

EB-0000-3

---1HH

N

VZ

EF-0R0P

-1HH

N

HAW---VZ

EF-0R0P

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

VZ

AR-0000

-1HH

N

HAW---VZ

AR-0000

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

VZ

TI-1636-PNN

-1HH

N

HAW---VZ

TI-1636-PNN

---1HH

N

VZ

TI-1636-PNN

-1HH

N

HAW---VZ

TI-1636-PNN

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

VZ

AR-0000

-1HH

N

HAW---VZ

AR-0000

---1HH

N

VZ

TI-1636-F2N

-1HH

N

HAW---VZ

TI-1636-F2N

---1HH

N

VZ

CC-0036-A

-1HH

N

HAW---VZ

CC-0036-A

---1HH

N

VZ

AR-0000

-1HH

N

HAW---VZ

AR-0000

---1HH

N

VZ

AL-0036

-1HH

N

HAW---VZ

AL-0036

---1HH

N

VZ

AR-0000

-1HH

N

HAW---VZ

AR-0000

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

VZ

EF-0B0P

-1HH

N

HAW---VZ

EF-0B0P

---1HH

N

VZ

AR-0000

-1HH

N

HAW---VZ

AR-0000

---1HH

N

VZ

TI-1636-FNN

-1HH

N

HAW---VZ

TI-1636-FNN

---1HH

N

VZ

EJ-0

B00-3

-1HH

N

HAW---VZ

EJ-0

B00-3

---1HH

N

VZ

EF-0B0P

-1HH

N

HAW---VZ

EF-0B0P

---1HH

N

VZ

AD-0000-R

-1HH

N

HAW---VZ

AD-0000-R

---1HH

N

S90

S90

S120

S120

S150

S150

S180

S180

S210

S210

S240

S240

S270

S270

S295

S295

W9

W9

W0

W0

K-1

K-1

K-3

K-3

K-5

K-J

K-J K-H

K-H K-G

K-G

K-F

K-F

K-E

K-E

K-D

K-D

K-C

K-C

K-2

K-0

K-A

K-AK-B

K-B

K-ZZ

K-7

K-AA

K-AA

K-4

W-25

W-25

S300

S300

W8

W8

LIVE LOAD = 50 PSF (UNHATCHED)

LIVE LOAD = 80 PSF (CORRIDORS)

LOAD LEGEND

LIVE LOAD = 100 PSF (LOBBIES)

LIVE LOAD = 125 PSF (LIGHT STORAGE)

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SL101

463-301

Dec. 08, 2020 MAH CCC

LIVE LOAD MAPS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

N

1" = 10'-0"SL101

1 SECOND FLOOR LIVE LOAD MAP

S90

S120

S120

S150

S150

S180

S180

S210

S210

S240

S240S270

S295

S295

W9

W9

W0

W0

K-1

K-1

K-3

K-3

K-5

K-5

K-J

K-J K-H

K-H K-G

K-G

K-F

K-F

K-E

K-E

K-D

K-D

K-C

K-C

K-2

K-2

K-0

K-0

K-A

K-AK-B

K-B

K-ZZ

K-ZZ

K-7

K-7

K-AA

K-AA

K-4

K-4

TY

P

5'

TYP

5' - 10"

17' - 5" TYP

TY

P

5'

5" T

YP

W-25

W-25

S300

S300

W8

W8

ROOF WIND UPLIFT PLAN NOTES:

ZONE 1 ROOF WIND PRESSURES

ZONE 2 ROOF WIND PRESSURES

ZONE 3 ROOF WIND PRESSURES

(SEE "DESIGN CRITERIA" ON SN101 FOR PRESSURE VALUES)

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SL102

463-301

Dec. 08, 2020 MAH CCC

WIND UPLIFT LOAD MAP

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

N

1" = 10'-0"SL102

1 WIND UPLIFT LOAD MAP

1.

2.

3.

4.

5.

6.

7.

FOUNDATION PLAN NOTES:

SEE SHEETS SD101 AND SD102 FOR STRUCTURAL NOTES

CONTROL JOINTS PER 3/SF101 SEE ARCH FOR LOCATIONS

ALL TEMPORARY SHORING TO BE PROVIDED BY CONTRACTOR AS REQUIRED.

DENOTES PAD FOOTING. SEE SCHEDULE ON 7/SF101

SEE CIVIL AND MEP DRAWINGS FOR LOCATIONS OF UTILITIES, PIPING, ETC.

INDICATES TOP OF FOOTING ELEVATION

SEE 5/SF102 FOR PIPES THROUGH FOUNDATIONS.

FX

TOF

8. PLACE VISQUEEN 4" BELOW GRAVEL, SEE

SPECIFICATION 033000.3.3

9. SEE 7/SF102 FOR DRY COOLER FOUNDATION DESIGN

X'-X"

FF

INDICATES FINISH FLOOR ELEVATION10.

11. FOC INDICATES FACE OF CONCRETE

12. PRE-CAST CONCRETE SUMP INSTALLED BY OTHERS. SEE MECHANICAL SHEETS.

S90

S90

S120

S120 S150

S180

S180

S210

S210

S240

S240 S270

S295

S295

W39

W39

W9

W9

W0

W0

25' - 5 5/8"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

1'-4" WIDE x 10"

DEEP FTG, TYP

UNO

F6

F5

F5

4" CONC SLAB ON

GRADE W/ #3 @

12"oc EA WAY

F5

F5

F5

F6

K-1

K-3

K-5

K-J

K-J K-H

K-H K-G

K-G

K-F

K-F

K-E

K-E

K-D

K-D

K-C

K-C

K-2

K-0

K-A

K-AK-B

K-B

/8

2'

1/

8"

24' - 9 7/8"

24' - 9 3/4"

12' - 4 7/8" 12' - 2"22' - 4 1/8"

25' - 6"

25' - 5 7/8"

K-ZZ

K-ZZ

K-7

K-AA

K-AA

K-4

/8

26' - 6 1/8"

26' - 9 1/4"

2' - 0"

SF101

TYP

SF101

TYP

SF101

TYP

TYP

SF101

SE101

1 SE101

SE101

SE101

SE101 5

SE101 6

SE1017

SE101

F5

W

X54

SF102 TYP

W

X54

W

X54 W

X54

W

X54

W

X54

W

X33

W

X33

W10X54

W10X54

W

X33

W

X33

W

X33

W

X33

W

X33

W

X33

W

X33

W

X33

W

X33

W

X33

W

X54

W10X33

W10X33

W10X33

SD104

W-25

W-25

W

X33

W

X33

12" DP FOOTING

1'

0"

2' - 0" 2' - 0"

FUTURE 4" CONC SLAB OVER

WELL-COMPACTED GRAVEL

PLACED IN THIS PHASE

S300

S300

W8

W8

4' - 6 3/8" 30' - 0"

7'

1'

2"

W

X33

W

X33 W

X54

F5

F5 W

X54

W

X54

W

X54

F5

F5

W

X33

W

X33

6" CONC SLAB

ON GRADE W/ #4

@12"oc EA WAY

OVER

COMPACTED

GRAVEL

W

X54

W

X54

TYP

6' - 0"

TYP

6' - 0"

W

X33

SF101

F47

F47

F47

F47

F47

F47

F5

F5

H S

S6X 6X

3/

H S

S6X 6X

3/

H S

S6X 6X

3/

H S

S6X 6X

3/

T.O. FTG (-1'-0")

TYP INTERIOR,

UNO

T.O. FTG (-2'-6")

TYP EXTERIOR,

UNO

6' - 0" 6' - 0"

36" THICK MAT

W/ #6 @12"oc

EW T&B

6' - 0" 6' - 0"

36" THICK MAT

W/ #6 @12"oc

EW T&B

36" THICK MAT

W/ #6 @12"oc

EW T&B

6' - 0"

6' - 0"

8'

0"

6'

0" 6'

0"

6' - 0"

36" THICK MAT

W/ #6 @12"oc

EW T&B

9' - 0"

9' - 0"

8'

- 0

8'

- 0

36" THICK MAT

W/ #6 @12"oc

EW TOP & #6@

9"oc EW BOT

6' - 7"

6' - 4" 6' - 4"

6' - 0"

EXISTING BUILDING

-1-6"

TOF

-1-6"

TOF

(E) 4'-0" THK FTG

SF101

(E) -5'-4"

TOF

SF101

TYP

REMOVE (E)

SLAB & STRIP

FTG

-4'-0"

TOF

(E) -3'-4"

TOF

(E) -4'-0"

TOF

(E) 3'-6" THK FTG

SF101

-2'-10"

TOF

-2'-10"

TOF

-2'-6"

TOF

TYP

-1-6"

TOF

-1-6"

TOF

F12x6

FILL 1" GAP W/

COMPRESSIBLE

FILL MATERIAL

(N) 4'-0" THK FTG, -4'-0" TOF

w/ #8 @12"oc T&B EA WAY

DOWELING #8 BARS 8" INTO

(E) FTG W/ HIT-RE 500 V3

12' - 9"

12' - 9"

(N) 4'-0" THK

FTG, -4'-0" TOF

w/ #8 @12"oc T&B EA

WAY DOWELING #8

BARS 8" INTO (E) FTG

W/ HIT-RE 500 V3

7'

1'

2"

TYP

7'

1/

4"

FOC

SF102

(VERIFY)

5' - 5 1/8"

9' - 8 1/4"

0' - 4 7/8" FOC

0'-0"

FF

17' - 1 7/8"

1' - 3 1/4"

1' - 3 5/8"

1' - 2 1/4" FO

C

0' - 6" FOC

FO

C

0'

8"

H S

S3X 3X

1/

H S

S3X 3X

1/

F3

-2'-6"

TOF 20

/8

FOC

0' - 8"

H S

S3X 3X

1/

9' - 9 1/4"4

SD104 FO

C

FO

C

TOC

1' - 1 1/8"

FO

C

1'

3"

/2

/2

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SF100

463-301

Dec. 08, 2020 MAH CCC

FOUNDATION PLAN

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1/8" = 1'-0"SF100

1 FOUNDATION PLAN

N

LAP SPLICE

PER 2/SF101 (TYP)

LAP SPLICE

PER 2/SF101 (TYP)

LAP SPLICE

PER 2/SF101 (TYP)

LAP SPLICE

PER 2/SF101 (TYP)

VERT BAR AT WALL

ALT HOOK DIRECTION

WALL DOWELS, SIZE

& SPACING TO

MATCH

LONGITUDINAL REINF

ONE LAYER OF REINFORCING

VERT BAR AT WALL

VERT BAR AT WALL

VERT BAR AT WALL

WALL DOWELS, SIZE

& SPACING TO

MATCH

LONGITUDINAL REINF

TWO LAYERS OF REINFORCING

WALL OR

FTG PER

PLAN

WALL OR

FTG PER

PLAN

D

ET

AI

LI

N G

D

IM

EN

SI

O N

S

4db (#3,#4 & #5) 6db (#6,#7 & #8)

6db db

6db (#3, #4, #5) 12db (>#5)

MIN HOOK EMBED

LENGTH L

dh

6db (#8 & SMALLER) 8db (#9, #10, & #11) db db db

M

IN

4db MIN

& 2-1/2" MIN

1/ 2"

M

IN

6" M

AX

db

SPLICE LENGTH Ld

CLASS B TYPICAL

CLOSED TIE / HOOP

135°

HOOK

90°

HOOK

CAP / CROSS TIE

BEAM TIE / STIRRUP

135°

HOOK

135°

HOOK

135° BEND

INSIDE BEND

DIA, TYP

90° BEND

135° & 90°

HOOK

ROUND HOOP

INSIDE BEND

DIA, TYP

90 ° HOOK

FOR STRAIGHT BAR EMBED, USE

DEVELOPMENT LENGTH

L d

2" MIN SIDE

COVER IS REQD

180° "U" HOOK

NON-CONTACT SPLICE

CONTACT SPLICE

LAP SPLICES

1:6 MAX SHOP

BEND ALLOWED

BAR

SIZE

STD

HOOK

L dh

(IN)

CONFINED

HOOK

L dh

(IN)

CLASS B LAP

SPLICE

L d (in)

BOT TOP BOT TOP

#3 #4

JOINT FACE AT STD

HOOK OUTSIDE OF TIE

AT CONFINED HOOK

P

SI

N W

C

P

SI

N

W C

P

SI

N W

C

#9 #10 #11

#7 #8

#5 #6

#3 #4

#9 #10 #11

#7 #8

#5 #6

#3 #4

#9 #10 #11

#7 #8

#5 #6

NOTES:

STIRRUPS & TIE HOOKS

(#8 & SMALLER ONLY)

DEVELOPMENT

LENGTH Ld (in)

(NON-STIRRUP/TIE)

STD & CONFINED HOOKS

1. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.3.

2. "TOP" BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST

BELOW BARS. ALL OTHER BARS ARE "BOT" BARS.

3. STD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES. CONFINED HOOK Ldh MAY BE USED WHERE ACI 318-08 12.5.3b-c APPLIES.

4"

SLAB ON GRADE IS NOT DESIGNED TO

SUPPORT CRANE LOADS DURING ERECTION

WITHIN 2" OF TOP OF SLAB

OR UPPER 1/3 OF SLAB

THICKNESS, WHICHEVER

IS CLOSER TO SLAB

SURFACE

1" EARLY ENTRY DRY CUT ("SOFCUT")

WITHIN 4-12 HOURS OF POUR

DEPENDING ON WEATHER

CONDITIONS

3/4" DIA x 1'-4" SMOOTH DOWEL @ 24"oc W/ 6"

PLASTIC DOWEL CAP

COAT JOINT W/ BOND BREAKER PRIOR

TO PLACING ADJACENT CONC & RADIUS

TOOL JOINT EA SIDE 1/8"

VAPOR

BARRIER SEE

SPECIF.

CONTROL JOINT

6" COMP

GRAVEL

SEE ABOVE

FOR ADDL INFO

SEE PLAN

FOR

REINFORCING

RUN HALF REINF THRU

JOINT, STOP OTHER HALF

4" BACK FROM JOINT

CONSTRUCTION JOINT

1'-4"

3" C

LR

8"

3' -6

" M

IN

2"

6"

800S162-54 @ 16"oc

#4 @ 12"oc

(3) #4 CONT

#4x @ 12"oc 0-8

INSULATION

PER ARCH

INTERIOR

GRADE

EXTERIOR

GRADE

800T150-43 W/

1/2" DIA BOLTS

@ 32"oc

NOTES:

PLAN

'T

REMARKS

'B''A'

MARK

'D''C''T'

BOT REINFORCEMENT

(LONG DIR) (SHORT DIR)

GEOTECHNICL ENGINEER VERIFY ADEQUACY

OF SUB-GRADE.

5'-0" 5'-0" 12"

1. CENTER ALL FOOTINGS ON COLUMN ABOVE EXCEPT AS SHOWN OTHERWISE.

2. FOOTINGS SHALL BEAR ON MINIMUM 12" DEEP COMPACTED GRAVEL FILL SEE STRUCTURAL NOTES

REINF. 'C' PARALLEL TO

DIM. 'A' (EQ. SPACED)

REINF. 'D' PARALLEL TO

DIM. 'B' (EQ. SPACED)

DIM. 'A'

D

IM

B' 3" CLR.

M

IN

. T H

IC

KN

ES

S

3" C

LR

F5

COMPACTED

GRAVEL FILL

3'-0" 3'-0" 12" (4) #4F3 (4) #4

SECTION

SPREAD FOOTING SCHEDULE

6'-0" 6'-0"F6

10'-0" 6'-0" (7) #6F47 (10) #616"

16"

(7) #5

(7) #5

(7) #5

(7) #5

12'-0" 6'-0" 18" (8) #6F12x6 (12) #6

TOP REINF

WHERE REQD

DIMENSIONS

'D''C'

TOP REINFORCEMENT

(LONG DIR) (SHORT DIR)

(7) #6 (10) #6

(8) #6 (12) #6

2"

(E) FTG @ SIM

CONC SOG

PER PLAN

#4 x 3'-0" @ 16"oc W/

4" EMBED IN HILTI

HIT-HY 200 EPOXY

EXIST

CONC SOG

1' -4

1'-4" 2'-8"

2'-0"

3" C

LR

(E) CONC SOG

(E) 8" STEM WALL

(E) FTG W/

(2) #5 x CONT

DOWEL EA BAR W/ 5" EMBED

IN HILTI HIT-HY 200 EPOXYCL

FOR FTG SIZE & REINF SEE

FDN PLAN & FOOTING

SCHEDULE ON 7/SF101

WF COL PER PLAN

(MAY BE ROTATED)

COAT W/ ASPHALT

EMULSION BELOW SLABSEE 1 &

6/SF102 FOR

BASE PL

CONNECTION

FUTURE SLAB

GRID

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SF101

463-301

Dec. 08, 2020 MAH CCC

FOUNDATION DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

3/4" = 1'-0"SF101

1 WALL REINFORCING

1" = 1'-0"SF101

2 TYPICAL REINFORCING DETAILS

1" = 1'-0"SF101

3 SECTION

3/4" = 1'-0"SF101

5 SECTION

NTSSF101

7 SCHEDULE1" = 1'-0"SF101

6 SECTION

3/4" = 1'-0"SF101

4 SECTION

3" C

LR

1' -0

" M

IN

AS

R

EQ

D

PR

O

J

TH

R

EA

D

8" U

.N .O

6d

EXPANSION MATERIAL

GROUT (TYP)

1 1/2" NON-SHRINK

CL OF COL & FTG

3" CLR

(RECESS FROM TOP

SEALANT SEE ARCH

OF SLAB 1/2")

SLAB SEE PLAN

PROVIDE 1 WASHER &

2 NUTS PER BOLT

TOP OF FTG OR PIER

ANCHOR BOLT

d

A-307 MIN GRADE

NOTE:

WEATHERIZE OUTSIDE

COLUMNS AS REQD. COAT W/

ASPHALTIC

EMULATION

BASE PL

SF102

FOR FOOTING SIZE &

REINF SEE FOUNDATION

PLAN & FOOTING

SCHEDULE ON 7/SF101

16" SQ CONC BLOCKOUT

SEE 6/SF102

FOR BASE PL,

UNO

0" T

O

LAP SPLICE

PER 2/SF101 (TYP)

4" T

O

'-0

'T'

1' -0

" T O

'-0

6" 6"

LAP SPLICE

PER 2/SF101 (TYP)

'T ' 1

DWL x SIZE &

SPACING TO MATCH SLAB

REINF

(2) CONT NOSE BARS

SIZE TO MATCH SLAB

REINF

(2) BARS x CONT TOP & BOTTOM

SIZE TO MATCH SLAB REINF

DWL x

(2) CONT BARS AT EDGE

SIZE TO MATCH SLAB REINF

STD HOOK

NOSE BAR, SIZE TO

MATCH SLAB REINF

NOTE: SIZE & SPACING OF

REINFORCING SHOWN TO

MATCH SLAB

REINFORCING

SLAB ON GRADE

PER PLAN

SLAB ON GRADE

PER PLAN

STEP 0" TO 4"

STEP 4" TO 1'-0"

STEP 1'-0 TO 2'-0"

LAP SPLICE

PER 2/SF101

2 'S'

(MIN)

'S

" M

AX

2" CLR

2" C

LR

3" CLR (TYP)

1'-6" MIN

REINFORCING

PER PLAN

STD HOOK

TYPICAL

FTG PER

PLAN

9"

MIN

6" M

IN

4" M

IN

3' -0

M

AX

2'-0"

9"

1'-6"1 1/2"

2" M

IN

ELEVATION SECTION PLAN

FORM VERTICAL

CHASES WITH

CURVED SHEET

METAL

SLEEVE

PIPE

DROP FTG WHERE PIPES

ARE LESS THAN 2'-6"

BELOW BOT OF FOOTING

ALL PIPES TO CLEAR

SLEEVE BY 1" ALL AROUND

CONCRETE FILL TO BE PLACED BEFORE

FTG IS POURED. MAKE SAME WIDTH AS

FTG & FULL WIDTH OF PIPE TRENCH

NO DIGGING FOR

TRENCH

PARALLEL TO FTG

WITHIN THESE

LINES

NO PIPES TO BE

PLACED IN BOT

12" OF FTG

NOTE: CONDUITS TO BE

PLACED SO AS TO NOT CROSS

OTHER CONDUITS WHEN

TURNED UP INTO STUD WALL

1 1/2"

TYP

1 1/2"

TYP

5/16

BASE PL 5/8xREQ'D

WF COL PER PLAN

(4) 3/4" DIA AB'S

SEE 1/SF102

1' -0

6" 8"

4' -0

VE

R

IF

Y

W / E

LE

VA

TO

R

M N

FR

1-1/2"

CLR.

2" C

LR

8"

3" C

LR

EQ EQ6" TYP

1-1/2" 1-1/2" 1-1/2"

1/ 2"

1- 1/

2" 1-

1/ 2"

3"

#4x @ 16"oc

3-0

3-

SOG

#5x @ 12"oc

0-10

R

EQ

'D

#5xCONT @ 12"oc DBL @ TOP

#5 @ 12"oc EA WAY

#5 CONT IN HOOK

ELEVATOR RAIL

ATTACHMENT BY ELEVATOR

MNFR, TYP

ADD'L #5 @ ELBOW

#5 Z- BAR EA WAY

@ 12"oc (3 MIN)

#5@12"oc

HORIZ IN SUMP

SUMP, SEE ELEVATOR

MANF.

HSS 5x5 ELEV RAIL

SUPPORT SEE PLAN

SHORESHORE

1 1/2 NON-SHRINK GROUT

COMPACTED ENGR FILL

PLATE 5/8xREQ'D W/ 2-5/8" DIA THRD RODS W/ 3/4"x4" HOLES FILLED W/ HILTI HIT

RE500 ADHESIVE

1/4

COMPACTED GRANULAR FILL EXTENDING

DOWN TO NATIVE DENSE GRAVEL SOIL,

MINIMUM 12" THICK .

1'-0"

1' -0

EQ 1'-0"EQ

EQ

1'

-0

3" 5'

-0

3" C

LR

#5 @12" oc EA WAY

12" THICK SLAB

8" DIA CONC

PIER W/ (1) #4x 2'-0"

R

EQ

D

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SF102

463-301

Dec. 08, 2020 MAH CCC

FOUNDATION DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SF102

1 SECTION

1" = 1'-0"SF102

2 RECESSED SLABS ON GRADE

3/4" = 1'-0"SF102

4 TYPICAL STEPPED FTG DETAIL

3/4" = 1'-0"SF102

5 PIPES & CONDUITS THROUGH FOUNDATION

1" = 1'-0"SF102

6 PLAN SECTION

1" = 1'-0"SF102

3 ELEVATOR PIT

1/8" = 1'-0"SF102

7 DRY COOLER FDN SECTION

CAR STATIO

N

S90

S120

S120S150

S180

S180

S210

S210

S240

S240S270

S295

S295

W9

W9

W0

W0

10'-0"oc MAX

3 EQ SPACES,

7' - 0"

3 EQ SPACES, 10'-0"oc MAX 10' - 0"

3 EQ SPACES, 10'-0" oc MAX 3 EQ SPACES, 10'-0" oc MAX

K-1

K-3

K-5

K-J

K-J K-H

K-H K-G

K-G

K-F

K-F

K-E

K-E

K-D

K-D

K-C

K-C

K-2

K-0

K-A

K-AK-B

K-B

K-ZZ

K-7

K-AA

K-AA

K-4

/8

2'

1/

8"

24' - 9 3/4"

12' - 4 7/8"

12' - 2"

22' - 4 1/8"

25' - 6"

25' - 5 7/8"

/8

26' - 6 1/8"

26' - 9 1/4"

2' - 0"

24' - 9 3/4"

SD100

TYP

W24X55 (25)

W24X55 (25) (DS)

W24X55 (16)

W X

(2

W X

(2

W X

(2

W X

(2

W X

(2

W X

(2

W18X35 (25) W18X35 (11)

W18X35 (25)

W18X35 (13)

W18X35 (23)

W X

(2

W X

(2

W X

(2

)W

X

W X

(9

W X

W18X50 (17)

W18X35 (12) (DS)

W18X50 (18) W18X35 (20) (DS)

W18X35 (25) (DS)

W18X35 (22)

W18X35 (26) (DS) W18X50 (26)

W18X35 (23) (DS)

W18X35 (21)

W X

W 8X

W

X

W18X50 (13)

W18X35 (15) W18X35 (26)

W18X35 (26)

W X

W24X55 (26) (DS)

W24X55 (26)

W24X55 (33) c=1/2" (DS)

W X

(2

W X

(2

W X

(2

W X

(2

W X

(2

W X

(2

W18X35

W X

(2

W X

5 W

X

(2

W X

W X

W X

W X

W X

W X

W24X55 (30)

W X

W X

W X

W X

W X

W X

)W18X35 (9)

W X

(D S

W X

W X

W X

W X

W X

W X

(2

W X

(2

W X

(2

W X

(2

W X

(2

W X

W X

W X

3 EQ SPACES, 10'-0" oc MAX

SD100

TYP

SE101

1 SE101

SE101

SE101

SE101 5

SE101 6

SE1017

SE101

SE103

TYP

SE103

SD100

TYP

SD101

SD100

TYP

2-1/2" CONC OVER 3"x18 GA

GALV COMP W DECK REINF

W/ 6x6-W2.5XW2.5 WWF

W-25

W-25

SD100

TYP

SD100

TYP

SD101

SD101

@ SIP

SD100

SD100

TYP

SD100

TYP

W18X35

W18X35

W18X35

W X

W X

W18X35

W X

SD100

TYP

SD100

TYP

EQ

EQ

2-1/2" CONC OVER

3"x18 GA GALV

COMP W DECK

REINF W/ 6x6-

W2.5XW2.5 WWF

SD104

TYP @ BAY

WINDOWS

BAY WINDOW, TYP OF 13

25' - 5 5/8"

S300

S300

W8

W8

1'

2"

7'

1'

2"

W18X35

W18X35

EQ

EQ

SD103

W X

7'

@ SIP

SD103

TYP

SE103

TYP

SD103

TYP

SD103

TYP

SD101

SD101

W

X

W16X31

W16X31

SD103

4CANOPY

CONN EA

SIDE

W X

B E

L O

W

W X

1-1/2"x 18-GA

WIDE RIB

MTL DECK

SD104

EXISTING BUILDING

W10X12

W10X12

W10X12

W X

W X

2 EQ SPACES, 10'-0" oc MAX

SD103

(E) HSS10X6X3/8

(E) HSS10X6X3/8

16' - 1 1/2"

(E ) W

X

SD104

(E) W21X44

2'

7/

8"

9'

/8

10' - 0" 10' - 0"10' - 0"

W X

10' - 0"

W X

L= 0' - 6 1/8"

8' - 0" 4' - 4 7/8"

10' - 9 7/8"

L= 0' - 5"

W X

(1

5' - 6"

W16X26

W10X12

SE106

L= 0' - 6 1/8"

14'-6"

FF

W X

L=

/8

2' - 6 5/8" 7' - 7 1/4"

2' - 9"

L=

/8

SD104

12' - 3 5/8"

6'

6" 6'

6"

8'

/8

SD103

3 SIM

L= 0' - 9 1/8"

L=

/8

1'

1/

8"

0' - 11 7/8"

1'

/8

FRAMING PLAN NOTES:

1. SEE SHEETS SN101 AND SN102 FOR STRUCTURAL NOTES

2. DENOTES BUCKLING RESTRAINED BRACE (BRB). SEE SHEET SE101 FOR BRB FRAME ELEVATIONS

3. ALL TEMPORARY SHORING TO BE PROVIDED BY CONTRACTOR AS REQUIRED.

4. NUMBER IN PARENTHESIS (XX) INDICATED NUMBER OF EQUALLY SPACED WELDED HEADED STUDS.

5. INDICATES FINISH FLOOR ELEVATION

6. L=X'-X" INDICATES EDGE OF FLOOR PLATE DIMENSION

X'-X"

FF

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SF103

463-301

Dec. 08, 2020 MAH CCC

SECOND FLOOR FRAMING

PLAN

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1/8" = 1'-0"SF103

1 SECOND FLOOR FRAMING PLAN

N

S120

S120

S150

S150

S180

S180

S210

S210

S240

S240

S270

S295

S295

W9

W9

W0

W0

25' - 5 5/8"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

30' - 0"

3 EQ SPACES, 6'-0"oc MAX

4 EQ SPACES, 6'-0" oc MAX 5 EQ SPACES, 6'-0"oc MAX

6' - 0" 6' - 0" 5 EQ SPACES, 6'-0"oc MAX

6'-0"oc MAX

5 EQ SPACES,

4 EQ SPACES, 6'-0"oc MAX

K-1

K-3

K-5

K-J

K-J K-H

K-H K-G

K-G

K-F

K-F

K-E

K-E

K-D

K-D

K-C

K-C

K-2

K-0

K-A

K-AK-B

K-B

K-ZZ

K-7

K-AA

K-AA

K-4

/8

2'

1/

8"

24' - 9 3/4"

12' - 4 7/8" 12' - 2"

22' - 4 1/8"

25' - 6"

25' - 5 7/8"

/8

26' - 6 1/8"

26' - 9 1/4"

2' - 0"

24' - 9 3/4"

1-1/2"x18-GA

WIDE RIB

METAL DECK

1-1/2"x18-GA WIDE

RIB METAL DECK

SD100

TYP

SD100 TYP

W X

(D

S

W X

(D

S

W X

W X

W X

W X

W X

D S

W X

D S

W X

W X

W18X35 (DS)

W16X40 (DS)

W21X50 (DS)

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X40 (DS)

W18X35 (DS)

W21X50 (DS)

W X

D S

W X

D S

W X

D S

W16X26 (DS)

W16X40 (DS)

W16X26 (DS)

W16X26 (DS)

W16X26 (DS)

W16X26 (DS)

W16X31 (DS)

W16X40 (DS)

W16X26 (DS)

W 6X

(D S

W X

D

S

W

X

D

S

W

X

(D S

W X

D S

W X

(D

S

W16X26

W16X26

W X

W X

W X

W X

6 W16X26

W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W18X35 (DS)

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

SE101

1 SE101

SE101

SE101

SE101 5

SE101 6

SE1017

SE101

TYP

SD100

TYP

W-25

W-25

1-1/2"x18-GA WIDE

RIB METAL DECK

W16X26

W X

W X

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

8'

0"

W X

W16X26

W16X26

6' -0

"o c

M

AX

EQ

S

PA

C

ES

SD101

TYP

SD101

TYP

W12X26

SD101

TYP

SD101

TYP

SD100

TYP

SD100

TYP

SD100

SD101 TYP

SD101

TYP

S300

S300

W8

W8

7'

1'

2"

7'

1'

2"

4' - 6 3/8"

SD101

SD101

SD103

TYPSE106

TYP

SE106

TYP

SD103

TYP

W16X26

W16X26

W 16X26

EXISTING BUILDING

28'-6" TOS

28'-6" TOS

28'-6" TOS

28'-6" TOS

W X

SE106

SD103

SD101

28'-6" TOS

1/2" / 12"

SLOPE, TYP

28'-6" TOS

SE106

TYP

W10X12

W10X12W X

L= 1' - 8 1/4"

L= 0' - 7 1/8"

28'-6" TOS

EQ

EQ

EQ

W10X12

3' - 10"

W10X12

28'-6" TOS

28'-6" TOS

28'-6" TOS

28'-6" TOS

W X

9' - 11" 1' - 1 1/2"

11' - 1 7/8" 6' - 8"3'

1/ 8"

4'

7/

8"

28'-6" TOS

6' - 5 1/8"

W X

W X

6 W

X

W X

6' - 8"

1'

1/

8"

3'

1/

2"

EQ

EQ

W X

4' - 6"

ROOF FRAMING PLAN NOTES:

1. SEE SHEETS S1.2 AND S1.3 FOR STRUCTURAL NOTES

2. DENOTES BUCKLING RESTRAINED BRACE (BRB). SEE SHEET S3.1 FOR BRB FRAME ELEVATIONS

3. DENOTES DRAG STRUT. SEE SHEET S3.6 FOR DRAG STRUT DETAILS.

4. INDICATES TOP OF STEEL ELEVATION. TOP OF DECK (TOD) = TOS +1-1/2" DECK, UNO

(DS)

X'-X" TOS

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SF104

463-301

Dec. 08, 2020 MAH CCC

ROOF FRAMING PLAN

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1/8" = 1'-0"SF104

1 ROOF FRAMING PLAN N

PROTECTED

ZONES TYP

STEEL CASING

COLUMN TYP

BEAM TYP

THE PROTECTED ZONE SHALL INCLUDE THE STEEL CORE OF

BRACES AND ELEMENTS THAT CONNECT THE STEEL CORE TO

BEAMS AND COLUMNS AND SHALL SATISFY THE REQUIREMENTS OF

AISC 341-10 SECTION D1.3. ANY ATTACHMENTS THAT PENETRATE

THE STEEL CASING (PAF, SCREWS, ETC) REQUIRE PRIOR

APPROVAL FROM THE EOR & BRB MANUFACTURER

GUSSET TYP

K-H K-G

W24X55 (25)

W16X40 (DS)

W X

W X

COREBRB-2.00W (DS)

COREBRB-4.00W (D

S)

SE103

SE104

SE105

SE102

TOF -1' - 6"

K-D K-C

W16X40 (DS)

W24X55 (26)

W X

W X

TOF -1' - 6"

SE102

SE104

COREBRB-2.00W (DS)

COREBRB-4.00W (DS)SE105

SE103

K-JK-H

W16X40 (DS)

W18X50 (18)W X

W X

COREBRB-2.00W (DS)

COREBRB-4.00W

(D

S)

(E) FTG

TOF -1' - 6"

SE102

SE105

SE105

SE103

K-DK-C

W X

W18X50 (26)

W16X40 (DS)

W X

COREBRB-2.00W (DS)

COREBRB-4.00W (DS)

(E) FTGS

TOF -1' - 6"

SE102

SE103

SE105

SE105

K-5

W16X40 (DS)

W18X50 (9)

W X

W X

COREBRB-2.00W

(DS)

CO

RE

BR

B-

4.

W (D

S)

TOF -1' - 6"

SE102

SE103

SE105

SE104

W16X40 (DS)

W18X50 (17)

W X

W X

COREBRB-2.00W (D

S)

COREBRB-4.00W (DS)

TOF -1' - 6"

SE104

SE102

SE103

SE105

K-2

W16X40 (DS)

W18X50 (9)

W X

W X

-1' - 6"

SE105

SE104

SE103

1 CO

RE

BR

B-

2.0 0W

(D S)

COREBRB-5.00W

(DS)

SE102

W16X40 (DS)

W18X50 (13)

W X

W X

COREBRB-2.

W (D S)

COREBRB-5.00W (DS)

TOF -1' - 6"

SE105

SE104

SE103

SE102

BRB DESIGN CRITERIA NOTES:

1. SEE ELEVATIONS FOR JOIST SIZE AND TYPE AND BRACE ORIENTATION.

2. SEE SHEETS SE102 THROUGH SE106 FOR BRB CONNECTION DETAILS.

3. MAXIMUM BETA = 1.08, MAXIMUM OMEGA = 1.39

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SE101

463-301

Dec. 08, 2020 MAH CCC

FRAMING ELEVATIONS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1/8" = 1'-0"SE101

1 BRF 1

1/8" = 1'-0"SE101

2 BRF 2

1/8" = 1'-0"SE101

3 BRF 3

1/8" = 1'-0"SE101

4 BRF 4

1/8" = 1'-0"SE101

5 BRF 5

1/8" = 1'-0"SE101

6 BRF 6

1/8" = 1'-0"SE101

7 BRF 7

1/8" = 1'-0"SE101

8 BRF 8

NTSSE101

9 BRB PROTECTED ZONE

W.P.

5/16

BEAM, SEE PLAN

COLUMN, SEE PLAN

1/2" STIFF PLATE

TOP & BOT

5/16 3 SIDES

TYP

1/2" FULL DEPTH

STIFFENER EA SIDE

W.P.

ERECTION

BOLTS

SEE 1/SE106 FOR CONNECTION

WF COLLECTOR

BEAM WHERE

OCCURS, SEE PLAN

TOP OF COLUMN

COLUMN FLANGE CUT

AWAY FOR CLARITY

FULL DEPTH PL 1"

MATCH GUSSET

HEIGHT

CAP PL 1-1/2 x REQ'D

5/16

5/163 SIDES

TYP

1/2" FULL DEPTH

STIFFENER EA SIDE

BRB SEE SCHED &

ELEV

GUSSET PL BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

5/16

W.P.

5/16

5/16

BEAM, SEE PLAN

COLUMN, SEE PLAN

ERECTION

BOLTS

TYP

5/16

1/2" STIFF PLATE AT

BOT EA SIDE

BRB SEE SCHED &

ELEV

SEE 1/SE106 FOR

CONNECTION

5/16

5/16

5/163 SIDES

TYP

3 SIDES

TYP

1/2" FULL DEPTH

STIFFENER EA SIDE

1/2" FULL DEPTH

STIFFENER EA SIDE

WF COLLECTOR

BEAM WHERE

OCCURS, SEE PLAN

1/2" CAP PLATE

GUSSET PL BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

PERP WF BEAM WHERE

OCCURS PER PLAN

5/16

5/16 5/16

TYP

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

1" = 1'-0"

SE102

463-301

Dec. 08, 2020 MAH CCC

BRACING DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SE102

2 SECTION

1" = 1'-0"SE102

1 SECTION

W.P.

5/16

5/16

BEAM, SEE PLAN

COL, SEE PLAN

ERECTION

BOLTS

TYP

5/16

1/2" STIFF PLATE

TOP & BOT EA SIDE

SEE 1/SE106 FOR CONNECTION

5/16

5/16

5/163 SIDES

TYP

3 SIDES

TYP

CENTER STIFFENER PLATE 1/2" EQUAL

BETWEEN ENDS OF GUSSET PLATES

PROVIDE MIN 1" THICK

COMPRESSIBLE MATERIALS

AROUND GUSSET PLATE &

BRACE NEAR YIELD LINES,

TYPICAL AT CONCRETE

TOPPED FLOORS ONLY.

1/2" FULL DEPTH

STIFFENER EA

SIDE TYP

WF COLLECTOR BEAM

WHERE OCCURS, SEE

2/SE106

FLOOR SLAB

5/16

5/163 SIDES

TYP

BRB SEE SCHED &

ELEV

GUSSET PL BY BRB

SUPPLIER

BRB SEE SCHED &

ELEV

GUSSET PL BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

W.P.

5/16

5/16

BEAM, SEE PLAN

COLUMN, SEE PLAN

1/2" STIFF PLATE

TOP & BOT

5/16

5/163 SIDES

TYP

3 SIDES

TYP

1/2" FULL DEPTH

STIFFENER EA SIDE

1/2" FULL DEPTH

STIFFENER EA SIDE

W.P.

ERECTION

BOLTS

TYP

5/16

SEE 1/SE106 FOR CONNECTION

5/16

WF COLLECTOR

BEAM WHERE

OCCURS, SEE 3/SE106

COLUMN FLANGE CUT

AWAY FOR CLARITY

FULL DEPTH PL 1-1/2 x REQ'D

PROVIDE MIN 1" THICK

COMPRESSIBLE MATERIALS

AROUND GUSSET PLATE &

BRACE NEAR YIELD LINES,

TYPICAL AT CONCRETE

TOPPED FLOORS ONLY.

FLOOR SLAB

5/16

5/163 SIDES

TYP

FULL DEPTH PL 1" TO MATCH

GUSSET HEIGHT

5/16

5/163 SIDES

TYP

1/2" FULL DEPTH

STIFFENER PL EA

SIDE

BRB SEE SCHED &

ELEV

GUSSET PL BY BRB

SUPPLIER

FULL DEPTH PL 1" TO

MATCH GUSSET HEIGHT

BRB SEE SCHED &

ELEV

GUSSET PL BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

WELD BY BRB

SUPPLIER

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

1" = 1'-0"

SE103

463-301

Dec. 08, 2020 MAH CCC

BRACING DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SE103

1 SECTION

1" = 1'-0"SE103

2 SECTION

" M

IN

M

AT

F O

U N

D

AT

IO

N

SE

E

PL

AN

2 1/2"

5" 1'

-0

1'-0" TYP

4 1/2" 4 1/2"

1/

2"

1/ 2"

1/

2"

4 1/2"

1/

2"

1/ 2"

4 1/2"

4 1/2"

1/

2"

1/ 2"

4 1/2"4 1/2"4 1/2"

1/

2"

1/ 2"

1/

2"

1/

2"

EQUAL

1/

2"

EQUAL

3'-9"

2' -3

GRID

SECTION A-A

BASE PLATE 3", SEE ABOVE

3" NON-SHRINK GROUT,

PROVIDE STL SHIM

LEVELING PLATES

MAT FDN REINF x CONT W/

STD HOOK EA END TYP

SOG SEE PLAN

TO FTG

SEE PLAN

CONSTRUCTION

JOINT SEE 3/SF101

BRB SEE SCHEDULE

AND ELEVATIONS

GUSSET PL BY

BRB SUPPLIER

FULL DEPTH STIFF

PL 1/2 EA SIDE

HIGH STRENGTH NUT &

WELDED WASHER PL, SEE

BASE PL PLAN ABOVE

5" CONC RAT SLAB (f'c=2500 PSI) W/ #3 @ 12"oc EA WAY

KEEPER NUT

PL 3/4" x 9" SQ TYP W/ (4) 1/2" DIA HILTI HUS EZ @ 6"oc EA WAY, EMBED 3", TAP

HOLE FOR 1" DIA THRD ROD

EMBED PLATE 3", SEE ABOVE

W.P.

BY BRB

SUPPLIER

BY BRB

SUPPLIER

BY BRB

SUPPLIER

1/8" PLACING

TEMPLATE

1/4

1/4

3 SIDES

3/4" DIA x 3" WELDED HS @ 6"oc

AT EXTERIOR WALL SIDE OF

GUSSET PL & COLUMN WHERE

LOCATED IN EXTERIOR WALL

GRID

BASE PL 3" x REQD

(GR 50) W/ OVERSIZED

HOLES PER AISC

WASHER PL 3/4" x 3-1/2" SQ

(GR 50) W/ STD HOLE, TYP

WF COL, SEE PLAN

GUSSET PLBY

BRB SUPPLIER

BASE PL

(15) 1-1/2" DIA THRD ROD

(F1554 GR 105) AT COLUMN

(8) 1-1/2" DIA THRD ROD

(F1554 GR 105) AT GUSSET

GRID

5/16

TYP

CJP, DCW, TYP

UNO AT BRACE

FRAME COLUMNS

GRID

WF COL

ORIENTATION

ABOVE

EMBED PL

A A

FTG REINF

PER PLAN

L5x5x1/2 x 0'-4" LEVELING

ANGLE W/ OVERSIZED HOLE

FOR 1" DIA A36 THRD ROD W/

NUT TOP & BOT

1/4 1/4

TYP

EMBED PL 3" x

REQD (GR 50)

FLOOR SLAB WHERE

OCCURS (PER PLAN)

FLOOR SLAB WHERE

OCCURS (PER PLAN)

" M

IN

M

AT

F O

U N

D

AT

IO

N

, S

EE

P

LA

N

2 1/2"

5" 1'

-0

1'-0" TYP

4 1/2" 4 1/2"

1/

2"

1/ 2"

1/

2"

4 1/2" 4 1/2"

1/

2"

1/ 2"

4 1/2" 4 1/2"

4 1/2"

1/

2"

1/ 2"

4 1/2"4 1/2"4 1/2"

1/

2"

1/ 2"

1/

2"

1/

2"

EQUALEQUAL EQUAL

1/

2"

GRID

SECTION A-A

BASE PLATE 3", SEE ABOVE

3" NON-SHRINK GROUT,

PROVIDE STL SHIM

LEVELING PLATES

MAT FDN REINF x CONT W/

STD HOOK EA END TYP

SOG SEE PLAN

TO FTG

SEE PLAN

CONSTRUCTION

JOINT SEE 3/SF101

BRB SEE SCHEDULE

AND ELEVATIONS

GUSSET PL BY

BRB SUPPLIER

FULL DEPTH STIFF

PL 1/2 EA SIDE

HIGH STRENGTH NUT &

WELDED WASHER PL, SEE

BASE PL PLAN ABOVE

5" CONC RAT SLAB (f'c=2500 PSI) W/ #3 @ 12"oc EA WAY

KEEPER NUT

PL 3/4" x 9" SQ TYP W/ (4) 1/2" DIA HILTI HUS EZ @ 6"oc EA WAY, EMBED 3", TAP

HOLE FOR 1" DIA THRD ROD

EMBED PLATE 3", SEE ABOVE

W.P.

BY BRB

SUPPLIER

BY BRB

SUPPLIER

BY BRB

SUPPLIER

1/8" PLACING

TEMPLATE

1/4

1/4

3 SIDES

3/4" DIA x 3" WELDED HS @ 6"oc

AT EXTERIOR WALL SIDE OF

GUSSET PL & COLUMN WHERE

LOCATED IN EXTERIOR WALL

GRID

FULL DEPTH PL 1" x

REQD (GR 50) ONE

SIDE

BASE PL 3" x REQD

(GR 50) W/ OVERSIZED

HOLES PER AISC

WASHER PL 3/4" x 3-1/2" SQ

(GR 50) W/ STD HOLE, TYP

WF COL, SEE PLAN

GUSSET PLBY

BRB SUPPLIER

BASE PL

(15) 1-1/2" DIA THRD ROD

(F1554 GR 105) AT COLUMN

(8) 1-1/2" DIA THRD

ROD (F1554 GR 105)

AT GUSSET

GRID

5/16

TYP

CJP, DCW, TYP

UNO AT BRACE

FRAME COLUMNS

GRID

WF COL

ORIENTATION

ABOVE

EMBED PL

A A

EMBED PL 3" x

REQD (GR 50)

FTG REINF

PER PLAN

L5x5x1/2 x 0'-4" LEVELING

ANGLE W/ OVERSIZED HOLE

FOR 1" DIA A36 THRD ROD W/

NUT TOP & BOT

1/4

1/4

TYP

FLOOR SLAB WHERE

OCCURS (PER PLAN)

FLOOR SLAB WHERE

OCCURS (PER PLAN)

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

1" = 1'-0"

SE104

463-301

Dec. 08, 2020 MAH CCC

BRACING DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SE104

1 DETAILS

1" = 1'-0"SE104

2 DETAILS

" M

IN

M

AT

F O

U N

D

AT

IO

N

, S

EE

P

LA

N

2 1/2"

5" 1'

-0

1'-0" TYP

4 1/2" 4 1/2"

1/

2"

4 1/2" 4 1/2"

1/

2"

1/ 2"

4 1/2" 4 1/2" 4 1/2"

1/

2"

1/ 2"

4 1/2"4 1/2"4 1/2"4 1/2"

1/

2"

1/ 2"

1/

2"

1/ 2"

GRID

SECTION A-A

BASE PLATE 3", SEE ABOVE

3" NON-SHRINK GROUT,

PROVIDE STL SHIM

LEVELING PLATES

MAT FDN REINF x CONT W/

STD HOOK EA END TYP

FLOOR SLAB WHERE

OCCURS (PER PLAN)

SOG SEE PLAN

TO FTG

SEE PLAN

CONSTRUCTION

JOINT SEE 3/SF101

BRB SEE SCHEDULE

AND ELEVATIONS

GUSSET PL BY

BRB SUPPLIER

FULL DEPTH STIFF

PL 1/2 EA SIDE

HIGH STRENGTH NUT &

WELDED WASHER PL, SEE

BASE PL PLAN ABOVE

5" CONC RAT SLAB (f'c=2500 PSI) W/ #3 @ 12"oc EA WAY

KEEPER NUT

PL 3/4" x 9" SQ TYP W/ (4) 1/2" DIA HILTI HUS EZ @ 6"oc EA WAY, EMBED 3", TAP

HOLE FOR 1" DIA THRD ROD

EMBED PLATE 3", SEE ABOVE

W.P.

BY BRB

SUPPLIER

BY BRB

SUPPLIER

BY BRB

SUPPLIER

1/8" PLACING

TEMPLATE

1/4

1/4

3 SIDES

3/4" DIA x 3" WELDED HS @ 6"oc

AT EXTERIOR WALL SIDE OF

GUSSET PL & COLUMN WHERE

LOCATED IN EXTERIOR WALL

GRID

BASE PL 3" x REQD

(GR 50) W/ OVERSIZED

HOLES PER AISC

WASHER PL 3/4" x 3-1/2" SQ

(GR 50) W/ STD HOLE, TYP

WF COL, SEE PLAN

GUSSET PLBY

BRB SUPPLIER

BASE PL

(4) 1-1/2" DIA THRD ROD

(F1554 GR 105) AT COLUMN

(10) 1-1/2" DIA THRD

ROD (F1554 GR 105)

AT GUSSET

GRID

5/16

TYP

CJP, DCW, TYP

UNO AT BRACE

FRAME COLUMNS

GRID

WF COL

ORIENTATION

ABOVE

EMBED PL

A A

FTG

REINF

PER PLAN

L5x5x1/2 x 0'-4" LEVELING

ANGLE W/ OVERSIZED HOLE

FOR 1" DIA A36 THRD ROD W/

NUT TOP & BOT

1/4

1/4

TYP

EMBED PL 3" x

REQD (GR 50)

PROVIDE (7) #5 U BARS

@ 9"oc CENTERED ON

BASE PLATE AT

FOOTING EDGE

4'-0"

4'-0"

NOT TO SCALE

HORIZONTAL ANGLE LEG TO

EXTEND UNDER PLATE

FLOOR SLAB WHERE

OCCURS (PER PLAN)

" M

IN

M

AT

F D

N P

ER

P

LA

N

3"6"3"

3" 6"

3" 3"

6" 3"

3" 6" 3"

2 1/2"

5" 1'

-0

1'-0" TYP

WF COL

ORIENTATION

ABOVE

EMBED PL

(8) 1-1/4" DIA THRD ROD

(F1554 GR 105)

SECTION

EMBED PL 2" x REQD (GR

50) W/ NUT TOP & BOT

BASE PL, SEE ABOVE

WF COLUMN

3" NON-SHRINK GROUT, PROVIDE

STL SHIM LEVELING PLATES

SOG SEE PLAN

TO FTG

SEE PLAN

CONSTRUCTION

JOINT, SEE 3/SF101

FOOTING REINF

PER PLAN

HIGH STRENGTH NUT &

WELDED WASHER PL, SEE

BASE PL PLAN ABOVE

GRID

BASE PL 2" x REQD (GR

50) W/ OVERSIZED HOLES

PER AISC

WASHER PL 1"x3-1/2" SQ

(GR 50) W/ STD HOLE, TYP

WF COL, SEE PLAN 5/16

TYP

BASE PL

CJP, DCW, TYP

UNO AT BRACE

FRAME COLUMNS

GRID

M

IN

M

IN

MIN MIN

L5x5x1/2 x 0'-4"

LEVELING ANGLE W/

OVERSIZED HOLE FOR

1" DIA A36 THRD ROD

W/ NUT TOP & BOT

1/4

1/4

TYP

5" CONC RAT SLAB (f'c=2500 PSI) W/ #3 @ 12"oc EA WAY

KEEPER NUT

PL 3/4" x 9" SQ TYP W/ (4) 1/2" DIA HILTI HUS EZ @ 6"oc EA WAY, EMBED 3", TAP

HOLE FOR 1" DIA THRD ROD

EMBED PL, SEE ABOVE

1/8" PLACING

TEMPLATE

FLOOR SLAB WHERE

OCCURS (PER PLAN)FLOOR SLAB WHERE

OCCURS (PER PLAN)

" M

IN

M

AT

F D

N P

ER

P

LA

N

3" 3"

2-1/2"

5" 1'

-0

1'-0" TYP

3" 3"

3" 3"

WF COL

ORIENTATION

ABOVE

EMBED PL

(4) 1-1/4" DIA THRD ROD

(F1554 GR 105)

SECTION

EMBED PL 2" x REQD

(GR 50) W/ NUT TOP & BOT

BASE PL, SEE ABOVE

WF COLUMN

3" NON-SHRINK GROUT, PROVIDE

STL SHIM LEVELING PLATES

SOG SEE PLAN

TO FTG

SEE PLAN

CONSTRUCTION

JOINT, SEE 3/SF101

FOOTING REINF

PER PLAN

HIGH STRENGTH NUT &

WELDED WASHER PL, SEE

BASE PL PLAN ABOVE

GRID

BASE PL 2" x REQD (GR

50) W/ OVERSIZED HOLES

PER AISC

WASHER PL 1"x3-1/2" SQ

(GR 50) W/ STD HOLE, TYP

WF COL, SEE PLAN

5/16

TYP

BASE PL

CJP, DCW, TYP

UNO AT BRACE

FRAME COLUMNS

GRID

L5x5x1/2 x 0'-4" LEVELING

ANGLE W/ OVERSIZED

HOLE FOR 1" DIA A36

THRD ROD W/ NUT TOP &

BOT

1/4

1/4

TYP

5" CONC RAT SLAB (f'c=2500 PSI) W/ #3 @ 12"oc EA WAY

KEEPER NUT

PL 3/4" x 9" SQ TYP W/ (4) 1/2" DIA HILTI HUS EZ @ 6"oc EA WAY, EMBED 3", TAP

HOLE FOR 1" DIA THRD ROD

EMBED PL, SEE ABOVE

1/8" PLACING

TEMPLATE

PROVIDE (4) #5 U BARS

@ 9"oc CENTERED ON

BASE PLATE AT

FOOTING EDGE

4'-0"

4'-0"

NOT TO SCALE

FLOOR SLAB WHERE

OCCURS (PER PLAN)FLOOR SLAB WHERE

OCCURS (PER PLAN)

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

1" = 1'-0"

SE105

463-301

Dec. 08, 2020 MAH CCC

BRACING DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SE105

1 DETAILS

1" = 1'-0"SE105

2 DETAILS

1" = 1'-0"SE105

3 DETAILS

NOTES:

PLATE (IN)

THICKNESS

L (IN) h (IN) WELD 'a' WELD 'b'BEAM SIZE

16"

W16

14"W18

W21

12" 12"

16" 16"

1/2"

1/2"

1/2"

5/16 5/16

5/16 5/16

5/16 5/16

DRAG STRUT CONNECTION SCHEDULE

1. CONTRACTOR'S OPTION TO PROVIDE SHORT SLOT HOLES (1-1/16" x 1-5/16")

2. SEE PLAN FOR BEAM

3. USE C.J.P. DCW WELD.

4. ALL PLATES ARE 50 KSI

2"

2-1/2"

EQ

EQ

'L'

AS REQ'D

'h

'b'

PROVIDE (2) 7/8" DIA A325N

ERECTION BOLTS

CJP

AT

ROOF

1/4

3/4" CAP PL AT ROOF

SEE SCHED

1/SE104 FOR PL

INFO

2"

2-1/2"

EQ

EQ

5/16

'h

'L'

5/16

STIFF PL 1/2" x REQD T&B

PROVIDE (2) 7/8" DIA A325N

ERECTION BOLTS

'b'

3 SIDES

CJP

AT

ROOF

1/4

3/4" CAP PL AT ROOF

SEE SCHED 1/SE104

FOR PL INFO

2"

2-1/2"

EQ

EQ

'h

'L'

COPE TOP FLANGE

OF BEAM

'b'

PROVIDE (2) 7/8" DIA A325N

ERECTION BOLTS

CJP

SEE SCHED 1/SE104

FOR PL INFO

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

1" = 1'-0"

SE106

463-301

Dec. 08, 2020 MAH CCC

DRAG STRUT DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SE106

1 DRAG STRUT (DS) CONN SCHED

1" = 1'-0"SE106

2 TYP (DS) CONNECTION

1" = 1'-0"SE106

3 TYP (DS) CONNECTION

1" = 1'-0"SE106

4 TYP (DS) CONNECTION

"L P"

1/2"

MIN

11_

" MIN

WF BEAM & GIRDER CONNECTION SCHEDULE

PI

TC

H 11 _ 2"

TYPICAL UNO

(N)

"TP"

2" TYP

3" MAX IF REQD

11_

" @ STD HOLE

(13_

4"@ 1" DIA BOLTS & AT

HORIZ SHORT-SLOTTED HOLES)

AVAILABLE

STRENGTHS

W8, W10 UNO (2) 3/4" DIA 6" 3/8" 21.2 31.8

W8x31 & HEAVIER (2) 3/4" DIA 21.2 31.8

W12 (3) 3/4" DIA 9" 3/8" 31.8 47.7

W14, C15 (3) 3/4" DIA 9" 3/8" 40.0 59.9

W16 (4) 3/4" DIA 12" 3/8" 42.4 63.6

W18 (5) 3/4" DIA 15" 3/8" 53.0 79.5

W21 (6) 3/4" DIA 18" 3/8" 63.6 95.4

W24 (6) 1" DIA 18" 1/2" 102 153

(KIPS) (KIPS)

Rn/

ASD LRFD

"TW"

"TW"

Ø Rn

51_ 2" 5/16"

5/16"

5/16"

5/16"

5/16"

5/16"

(N) A325N BOLTS, UNO

(SEE NOTE 3)

MIN PL LENGTH, "LP"

(SEE NOTE 1)

MIN PL THICKNESS,

"TP"

(SEE NOTE 2)

WELD THICKNESS,

"TW"

1/2"

5/16"

NOTES:

1. SHEAR PL A36 STEEL

2. PL 1/2" & THICKER SHALL BE GAS OR SAW CUT

3. ALL A325N BOLTS ARE TO BE SNUG

TIGHTENED ONLY. A325-SC OR A325-TC OR

F1852 BOLTS ARE NOT AN ACCEPTABLE

SUBSTITUTION3/8"

WF OR C

WF BEAM OR

CHANNEL

1"

1/

2" 'k

SCHEDULE 1/SD100

CONNECTION, SEE

SINGLE PL SHEAR

COPE FLANGE

AS REQD

GIRDER

BEAM

BOTH SIDES

WHERE OCCURS

MAX

BEAM

NOTE:

SEE 3/SD100 WHERE BEAM

DEPTH IS ≥ GIRDER DEPTH

'k

11 _ 2"

'k ' O

F G

IR

D

ER

GIRDER SINGLE PL SHEAR

CONNECTION, SEE

SCHEDULE 1/SD100

BEAM

NOTES:

1. SIMILAR CONDITIONS APPLY FOR BEAMS ON BOTH SIDES OF GIRDER.

2. BEAM MAY BE EQUAL OR GREATER DEPTH THAN GIRDER.

D

D

B

A

1/8 1/2"

TYP ADJACENT TO

EA CUT WEB

HOLES CUTTING NO MORE THAN:

* 3 ADJACENT WEBS FOR 6" & 8" MODULE DECK

* 2 ADJACENT WEBS FOR 12" MODULE DECK.

THIS IS CONSIDERED A

SINGLE OPENING

L1-3/4x1-3/4x1/4 (TYP)

WEBS OF STEEL

DECKING

BEAM BELOW

NOTES:

1. ANGLES SHALL BE PLACED ON TOP OF THE FORMLOK DECK.

2. ANGLES SHALL EXTEND 3 WEBS PAST THE DECK OPENING (TYP)

3. IF DIMENSION A IS GREATER THAN 4D1, OR 32" WHICHEVER IS LARGER,

THERE IS NO RESTRICTION ON DIMENSION "B".

4. IF DIMENSION B IS GREATER THAN 4D1, 4D2 OR 32" WHICHEVER IS LARGER,

THERE IS NO RESTRICTION ON DIMENSION "A".

5. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 4D2, OR 32" WHICHEVER IS

LARGER, THE OPENING GROUP SHALL BE CONSIDERED AS A SINGLE HOLE, AND

SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING AS

SHOWN.

1-1/2" MIN

(TYP)

FL

U

TE

S

" M

AX

FL

U

TE

S

NOTES:

1. TUBES SHALL BE PLACED ON TOP OF THE DECK. NOTE: AVAILABILITY MAY SUGGEST THE USE OF

ALTERNATE MEMBERS SUCH AS CHANNELS OR ANGLES WITH COMPARABLE

STRENGTH.

2. ADD REBARS AT CORNERS OF OPENING ABOVE THE TUBES.

3. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE FORMLOK DECK UNIT, THE OPENING OR

OPENING GROUP MAY BE CUT BEFORE POURING

CONCRETE.

4. IF THE OPENING OR GROUP OF OPENINGS CUTS THROUGH TWO FORMLOK DECK UNITS, THE DECK SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. AT THE TIME OF POURING, SUITABLE

SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE

OPENING.

5. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24", PLACE HEADER

BEAMS AROUND

OPENING.

WEBS OF STEEL

DECKING

BEAM BELOW

AT CENTER OF EA

UPPER FLUTE

BEYOND OPNG (TYP)

LARGER HOLES

RECTANGULAR OR SQUARE

1/8 1/2

TYP ADJACENT

TO EA CUT WEB 1/8

REBAR1-1/2"x3"x1/8

STEEL TUBES

36" WIDE SHEETS

SIDE LAP CONNECTION

INDICATED ON DECK

ATTACHMENT SCHEDULE

OR STRUCTURAL NOTES

WELD DECK TO

SUPPORTS PER NOTE 2

AT DECK END LAPS

WELD DECK PER

NOTE 2 AT

INTERIOR

SUPPORTS

INTERIOR

SUPPORT LINE

PERIMETER

SUPPORT LINE

CENTER LINE DECK

TO DECK JOINT

NOTES:

1. ALL WELDS TO SUPPORTS SHALL BE 3/4" DIAMETER (5/8" DIAMETER

EFFECTIVE) PUDDLE WELDS, UNLESS NOTED

OTHERWISE.

2. ATTACH DECK PER SUPPORT WELDING PATTERN TO SUPPORTS AROUND

PERIMETER OF ALL

OPENINGS.

3. ENGINEER IS TO BE NOTIFIED IF 36" WIDE DECK IS NOT USED.

4. NOTHING SHALL BE HUNG FROM THE STEEL ROOF DECK.

INTERIOR

SUPPORT LINE

D

EC

K C

O N

TI

N

U O

U S

O

VE

R A

M

IN

IM

U

M O

F

SP

AN

S 2"

M

IN

L

AP

(1) RIB CUT: NO REINF REQD

(2) RIB CUT: REINF W/ 18GA PL

WHEN CUTTING (2) RIBS

PROVIDE PL 18GAx24"x2'-0"

W/ (1) #10 TEK SCREW AT

6"oc EA WAY (EA RIB)

OPENING

7-1/2" 7-1/2"

WF BM PER PLAN

PL 1/4xREQ'DxCONT

METAL DECK PER

PLAN 1/4" SCREW @

4"oc

MEMBER SPANNING

MULLIONS PER ARCH

(E) BLDG

4'-0"

1"

6"

2" MIN

2-12

2-12

MTL DECK EITHER DIRECTION

WF BM, SEE PLAN

5/16

T.O. SLAB

GRID

16" MAX,

SEE PLAN

CONT 5/16"

BENT PL

EXTERIOR

WALL

ASSEMBLY

PER ARCH

#5 A706

DOWEL AT

24"oc WHERE 'L' > 6"

BENT PL1/4x4x7 x 0'-7" W/ (3)

#12 SCREWS TO EA STUD

TSN SLB600 W/ (3) #12-14x1 TO

STUD & (3) HILTI X-U PDF INTO

BEAM (1/2" MIN EDGE, 1" SPACING

MIN) AT JAMB STUD CLUSTER,

PROVIDE CLIP EA SIDE

3/16

3/16

3/16

3/16

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2020100% SUBMITTAL

As indicated

SD100

463-301

Dec. 08, 2020 MAH CCC

FRAMING DETAILS

MENTAL HEALTH BUILDING AND PARKING LOT

AVAHS MULDOON CLINIC

1201 N. MULDOON RD, ANCHORAGE, AK

1" = 1'-0"SD100

1 BEAM AND GIRDER SCHEDULE

1" = 1'-0"SD100

2 SECTION

1" = 1'-0"SD100

3 SECTION

1/2" = 1'-0"SD100

4 OPENINGS IN MTL DECK

1/2" = 1'-0"SD100

5 OPENINGS IN MTL DECK

3/4" = 1'-0"SD100

6 ROOF DECK FASTENING 1" = 1'-0"SD100

7 DECK OPNG REINFORCING

1" = 1'-0"SD100

8 SECTION

1" = 1'-0"SD100

9 SECTION

30° ≤ A ≤ 60°0°≤ A ≤ 30° 3"

1- 1/

2"

"L

3"

1-1/2" "L"

A

A

7/16

5/16

CJP

45°

NOTE:

1. DO NOT INCREASE "L" WITHOUT ENGINEERS APPROVAL

2. USE FULL DEPTH SHEAR PL AT SKEWED CONN

3. SEE 1/SD100 FOR ADDITIONAL SHEAR PL INFO NOT SHOWN

SHEAR PL

PROVIDE

SQUARE END

SHEAR PL

X STUDN STUD

6" EQEQ

2'-0" MAX

EQEQEQ6"

2'-0"

MAX

12"

MAX

3.

2.

1.

CL GIRDERCL BEAM

CL BEAM

CL FLUTECL 1st FULL FLUTE

EQUALLY SPACED STUDS

PLACE FIRST STUD WITHIN 6" OF STUD SEGMENT CLOSEST TO SUPPORT.

EQUALLY SPACE REMAINING STUDS THROUGHOUT STUD SPAN.

MAX STUD SPACING = 2'-0".

PROVIDE ADDL STUDS AT

ENDS TO MEET NUMBER

REQD IN BRACKETSCL SUPPORT

OR FACE OF

COL

FOR BEAMS WHERE STUD COUNT EXCEEDS THE NUMBER OF DECK

RIBS AVAILABLE, USE A DOUBLE ROW OF STUDS. DOUBLE ROW

START AT BEAM END AND PROGRESS TOWARD BEAM CENTER.

PROVIDE ADDL STUDS AT

ENDS TO MEET NUMBER

REQD IN BRACKETS

DECK PARALLEL TO GIRDER

DECK PERPENDICULAR TO BEAM

NOTE:

1.

NOTE:

EQEQ

1-1/2"

MIN.

1-1/2"

MIN.

3/ 4"

3/ 4"

C

LR1" CLR

CL BEAM

1-12

1-12

CLOSURE PL

TO DECK

C

LR

L

1-1/2"

MIN

DECK PERPENDICULAR TO BEAM

DECK PARALLEL TO BEAM

DECK PARALLEL TO BEAM (OFFSET)

18 GA CLOSURE PL

OR BEGIN NEW DECK

3/4" DIA HEADED STUDS SEE

PLAN FOR COUNT, TYP

OFFSET OF STUD FROM

BEAM CL NOT PERMITTED

18GA CLOSURE AT

OFFSET DECK

AT OFFSET

DECK COND

ADDITIONAL #4x7'-0" @ 32"oc OVER GIRDER

FORMED STEEL

DECK (F.S.B.)

SPLIT DECK FULL

LENGTH OF BEAM

CL GIRDER

FORMED STEEL

DECK (F.S.B.)

WELD STUD

THROUGH

DECK, TYP

'L' 3'-0"

1" C

LR

(1 /2

" M

AX

4" UNO

2" MIN

3/16 2-24

2-123/16

MTL DECK EITHER DIRECTION

WF BM, SEE PLAN

NOTE: WHEN 'L' > 6", SEE 5/SD101

5/16

T.O. SLAB

#5 A706 DOWEL @ 24"oc

CONT 1/4" BENT PL

'L'

2" 11_ 2"

1" C

LR

(1

/2

" M

AX

3'-0"

5/16

'f' 2-12

MIN MIN

FOR 'L' GREATER THAN 14",

SHORE DECK DURING

CONCRETE PLACEMENT

PL THICKNESS

1/4" PL

3/8" PL > 6

> 6

'L' (in.) 'f' WELD SIZE

3/16

5/16

ADD #4 DWL W/ 180

DEG HK WHEN L > 10"

CONTINUOUS

CLOSURE PL SEE

TABLE BELOW

1" CLR, ROTATE

HOOK AS REQD

SEE ARCH

SLAB

PLANS

#5 A706 x REQD DOWEL @ 24"oc TYP

SLAB REINF

SEE PLAN

METAL DECK, SPAN

EITHER DIRECTION

SE

E

PL

AN

'f'

A

A

1/4

1.

2.

3.

CONTR'S OPTION:

SHOP OR FIELD WELD

DECK SPAN DIRECTION

L3x3x1/4

SLAB

SUPPORT

ALT. ANGLE LOCATION

CL COL

REQUIRED IF "A" IS

≥ 12" WHERE "A" =

DECK OPENING DIM

SLAB SUPPORT ANGLES ARE REQUIRED AT ALL

COLUMN LOCATIONS WHERE THERE IS NO SUPPORT

FOR SLAB AT COLUMN PENETRATION.

IN ADDITION TO PERMANENT SLAB SUPPORT ANGLES,

THE CONTRACTOR SHALL PROVIDE MISC. DECK

SUPPORTS AT OTHER LOCATIONS REQUIRED TO

MAINTAIN DECK LEVEL UNTIL CONCRETE CURES.

OTHER CONFIGURATIONS REQUIRING SLAB

SUPPORT ANGLES INCLUDE, BUT ARE LIMITED TO,

THE FOLLOWING:

NOTES:

"L"

1000S162-43 BLKG W/ (2) #10

STSM SCREWS EA END

SIMPSON H3 @ 32"oc MIN

800T150-43 x CONT

ROOF DECK, SEE PLAN

FOR ORIENTATION

WF BM, SEE PLAN

800S PER 5/SF101

#12 STSM SCREW @ 6"oc

800S162-43 W/ (2) #10 STSM

SCREWS EA STUD

6"

1- 1/

2"

"L"

WF BM, SEE PLAN

T.O. SLAB

GRID

3/16 2-12 3/16 2-12

BENT PL 1/4x x CONT

W/ 1/4" SCREWS AND

WASHERS @ 4"oc CENTERED

IN 2" VERT SLOTTED HOLES

0-

5 REQ'D

NOTE:

SEE 9/SD100 FOR

INFO NOT

SHOWN

12'-0"

PER ARCH

SIP PANELS

PER ARCH

(2) #12 SCREWS

@ 4"oc

800T150-54 W/ #10 @ 6"oc EA SIDE T&B

800S200-54

BOXED

1 1/2" EQ EQ 1 1/2"

PER ARCH

WF BM, SEE PLAN

T.O. SLAB

PL 3/8x10xCONT W/ (2)

3/8" DIA SIMP TITEN

HD W/ 2 1/2" EMBED

@ 6"oc

CONC OVER METAL

DECK PER PLAN

(E) WF BM

3" 3"

PER PLAN

WF BM, SEE PLAN(E) WF BM

MINMIN

(E) BENT PL 3/16x CONT

PL 3/16xREQ'DxCONT

0-

REQ'D

3/16

3/16 2-12

2-12

NOTE:

ROOF DECK NOT

SHOWN FOR

CLARITY

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

Scale

Dwg.

Revisions: Date:

of xx

100% SUBMITTALA/E: STAMP

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

VA FORM 08 -6231

A

B

C

D

E

321 4 5 6 7 8 9 10 11 12

321 4 5 6 7 8 9 10 11 12

F

G

H

2/14/2020INITIAL PROJECT ASSESSMENT

5/20/202035% SUBMITTAL

7/31/202065% SUBMITTAL

10/26/202095% SUBMITTAL

KRAMER GEHLEN & ASSOC.

400 Columbia St., Suite 240, Vancouver, WA 98660 360.693.1621

COLLIN BUNDY, PE

12/08/2…