Attachment_One_(1)_DRAWINGs.pdf

PDF 3 MB Posted Apr 16, 2015

Attached to: Change House Federal contract opportunity
Solicitation number: SPMYM2-15-Q-0265
Issued by: Defense Logistics Agency Land and Maritime

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Drawings Attachment One (1)

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File	Type	Posted
Amendment_0004_SPMYM2-15-Q-0265_(Change_House_Encl).doc	DOC document	Jun 17, 2015
SPMYM2-15-Q-0265-0003.pdf	PDF	May 29, 2015
SPMYM2-15-Q-0265-0002.pdf	PDF	May 18, 2015
Attachment_Three_(3)_Revised_CDRLs.pdf	PDF	Apr 30, 2015
SPMYM2-15-Q-0265-0001.pdf	PDF	Apr 30, 2015
Attachment_Two_(2)_CDRLs.pdf	PDF	Apr 16, 2015
SPMYM2-15-Q-0265.pdf	PDF	Apr 16, 2015
SPMYM215Q0265_J A_2015-003_Redacted.pdf	PDF	Apr 16, 2015

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C H

A N

G E

H O

U S

E E

N C

U R

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PUGET SOUND NAVAL SHIPYARD

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

E V

SIGNATURE DATE

CONCURRENCE

SIGNATURE DATE

APPROVAL

CODE

DISTRIBUTION STATEMENT: N/A

SIGNATURE DATE

A.D.C. REVIEW

CHANGE HOUSE ENCLOSURE

2370-1805

ORIG

O R

G1 OF 53

ENGINEER

(ELECTRICAL)

DRAWN

(ELECTRICAL)

BRANCH

SUPERVISOR

CHECKED

DRAWN

CHECKED

(ELECTRICAL)

/S/ DH DAILEY

/S/ JP TERRELL

11�19�14

/S/ RT WHEELER 11�19�14

/S/ DH DAILEY 11�19�14

/S/ JM BYRNES 11�19�14

/S/ MH SCHRODER 11�19�14

/S/ WL SPALINGER 11�19�14

/S/ JM BYRNES 11�19�14

/S/ SIGNATURE ON FILE

-1

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

GENERAL NOTES

1. GENERAL:

A. THIS DRAWING PROVIDES DETAILS AND REQUIREMENTS FOR THE CONSTRUCTION OF (1) CHANGE HOUSE ENCLOSURE.

B. THE CHANGE HOUSE SHALL BE CONSTRUCTED OFF-SIGHT AND SHIPPED TO PSNS & IMF BREMERTON, WA.

C. THE CONTRACTOR’S SURFACE(S) THAT IS USED FOR ERECTION AND ASSEMBLY SHALL BE FLAT WITHIN ±1/4” OVER THE ENTIRE

SURFACE AND ±1/4” OVER ANY 10’ SPAN OF THAT SURFACE.

D. THE CHANGE HOUSE IS DESIGNED TO BE LIFTED BY THE (4) LIFT POINTS AT THE ROOF. SEE SHEET G3 FOR LIFT SKETCHES.

E. THE CHANGE HOUSE SHALL BE COVERED WITH AN 8 mil (MIN) HEAT SHRINK CONSTRUCTION WRAP FOR SHIPMENT TO PSNS. THE

CONSTRUCTION WRAP SHALL PROVIDE COMPLETE WEATHER PROTECTION. DO NOT COVER LIFT POINTS WITH THE

CONSTRUCTION WRAP.

F. REFER TO PSNS & IMF DRAWING 2370-1806 FOR MATERIAL AND PRODUCT SPECIFICATIONS.

2. DESIGN: DESIGN LOADS ARE PER ASCE 7-10:

A. ROOF LIVE LOAD: 25 psf B. ROOF UPLIFT LOAD: 44 psf C. BASIC WIND SPEED: V=115 mph D. MAPPED SPECTRAL RESPONSE ACCELERATION (T=0.2 s): SS=1.57 E. MAPPED SPECTRAL RESPONSE ACCELERATION (T=1.0 s): S1=0.61

F. SEISMIC RESPONSE MODIFICATION FACTOR: R=3

3. DIMENSIONAL REQUIREMENTS:

A. DIMENSIONS UP TO 72” ARE SHOWN IN INCHES AND COMMON FRACTIONS. DIMENSIONS INCLUDING AND OVER 72” ARE SHOWN IN

FEET – INCHES AND COMMON FRACTIONS.

B. OPENINGS, WALLS, STRUCTURAL MEMBERS, ETC. ARE LOCATED RELATIVE TO THE OVERALL STRUCTURE BY THE GRID LINE

SYSTEM. COLUMNS AND BEAMS ARE CENTERED ON GRID LINES.

C. DIMENSIONS SHOWN IN PARENTHESES ARE PROVIDED FOR INFORMATION OR GUIDANCE. ACTUAL DIMENSIONS SHALL BE BASED

ON THE FIELD FIT OF THE PART BEING ASSEMBLED.

D. MANUFACTURING TOLERANCES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

± .030” FOR ALL MACHINED SURFACES

± 1/8” FOR ALL DIMENSIONS FROM 0” TO 12”

± 1/4” FOR ALL DIMENSIONS GREATER THAN 12”

± 1º FOR ALL ANGLES

ABBREVIATIONS AND ACRONYMS

SHEET # SHEET NAME

G1 COVER, SHEET INDEX & GENERAL NOTES

G2 BUILDING ISOMETRICS

G3 LIFT SKETCH AND NOTES

A1 FLOOR PLAN - LEVEL 01; SYMBOL LEGEND

A2 FLOOR PLAN - LEVEL 02

A3 REFLECTED CEILING PLAN - LEVEL 01

A4 REFLECTED CEILING PLAN - LEVEL 02

A5 BUILDING EXTERIOR ELEVATIONS

A6 BUILDING SECTIONS

A7 EXTERIOR WALL SECTIONS

A8 INTERIOR ELEVATIONS

A9 STAIR ELEVATION & DETAILS

A10 PARTITION WALLS

A11 DOOR SCHEDULE; JAMB, SILL & HEAD DETAILS

A12 DOOR ROUGH FRAMING DETAILS

A13 FINISH PLAN - LEVEL 01

A14 FINISH PLAN - LEVEL 02

S1 STRUCTURAL NOTES & VIEW LEGEND

S2 FRAMING PLAN - BASE PLATE & LEVEL 01

S3 FRAMING PLAN - LEVELS 02 & ROOF

S4 STRUCTURAL ELEVATIONS

S5 BASE PLATE & CONNECTION DETAILS

S6 CONNECTION DETAILS - TYPICAL

S7 CONNECTION DETAILS - ROOF & COLD-FORMED JOISTS

S8 CONNECTION DETAILS - MOMENT FRAME

S9 CONNECTION DETAILS - MOMENT FRAME

S10 CONNECTION DETAILS - MOMENT FRAME

S11 CONNECTION DETAILS - BRACED FRAME

S12 CONNECTION DETAILS - BRACED FRAME

S13 DECK PLATE PLAN - LEVELS 01 & 02

S14 DECK PLATE PLAN - ROOF; DECK PLATE DETAILS

S15 RAISED DECK DETAILS

S16 GIRT ELEVATIONS

S17 GIRT DETAILS

M1 MECHANICAL NOTES & VIEW LEGEND

M2 VENTILATION PLAN - LEVEL 01

M3 VENTILATION PLAN - LEVEL 02

M4 VENTILATION ELEVATIONS AN DETAILS

E1 ELECTRICAL NOTES & VIEW LEGEND

E2 LIGHTING PLAN - LEVEL 01

E3 LIGHTING PLAN - LEVEL 02

E4 POWER PLAN - LEVEL 01

E5 POWER PLAN - LEVEL 02

E6 FIRE PLAN - LEVEL 01

E7 FIRE PLAN - LEVEL 02

E8 MISCELLANEOUS CONNECTIONS - LEVEL 01

E9 MISCELLANEOUS CONNECTIONS - LEVEL 02

E10 MAIN CABINET WIRING DIAGRAMS

E11 FIRE ALARM WIRING DIAGRAMS

E12 PA AND LIGHTING WIRING DIAGRAMS

E13 STENTOFON WIRING DIAGRAM

E14 SECURITY DOOR WIRING DIAGRAMS

E15 PANEL WIRING DIAGRAMS

SHEET INDEX

• AFF - ABOVE FINISHED FLOOR

• ADJ - ADJUSTABLE

• ASSY - ASSEMBLY

• B.O. - BOTTOM OF

• BF - BRACED FRAME

• CHE - CHANGE HOUSE ENCLOSURE

• CL - CENTERLINE

• COL - COLUMN

• CJP - COMPLETE JOINT PENETRATION

• CG - CORNER GUARD

• D - CONDENSATE LINE

• DTI - DIRECT TENSION INDICATOR

• DFT - DRY FILM THICKNESS

• DSW - DOMICILIARY SOLID WASTE

• DWV - DRAIN-WASTE-VENT

• EL. - ELEVATION

• ENCL - ENCLOSURE

• EOR - ENGINEER OF RECORD

• EQ - EQUAL

• ERV - ENERGY RECOVERY VENTILATOR

• EWA - EXISTING WALL ANCHOR

• GALV. - GALVANIZED

• GA. - GAUGE

• GR. - GRADE

• GWB - GYPSUM WALL BOARD

• HCP - HONEYCOMB WALL PANEL

• I.D. - INSIDE DIAMETER

• INSUL. - INSULATION

• NTS - NOT TO SCALE

• MFR - MANUFACTURER

• MSDS - MATERIAL SAFETY DATA SHEET

• MAX - MAXIMUM

• MIN - MINIMUM

• MTL - METAL

• MB - MOP BASIN

• O.C. - ON CENTER

• O.D. - OUTSIDE DIAMETER

• OPP - OPPOSITE

• PLCS - PLACES

• PL - PLATE

• PT - PRE-TENSIONED

• RL - REFRIGERANT LINE

• REQ’D - REQUIRED

• RR - RESTROOM

• SCH - SCHEDULE

• SAFB - SOUND ATTENUATION FIRE BLANKET

• SST - STAINLESS STEEL

• T&P - TEMPERATURE AND PRESSURE

• THK - THICK, THICKNESS

• T.O. - TOP OF

• TYP - TYPICAL

• UNO - UNLESS NOTED OTHERWISE

• WH - WATER HEATER

• WPS - WELD PROCEDURE SPECIFICATION

• W.P. - WORKING POINT

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

BUILDING ISOMETRIC 2

BUILDING ISOMETRIC

VIEW TITLE

NOTE

VIEW TITLE

NOTE

LOCATION

ELEVATION

VIEW NUMBER

SHEET NUMBER

VIEW IS ON

VIEW NUMBER

SHEET NUMBER VIEW

IS REFERENCED

SHEET NUMBER

VIEW IS ON

VIEW NUMBER

SHEET NUMBER

VIEW IS ON

VIEW NUMBER

SHEET NUMBER

VIEW IS ON

SHEET NUMBER

VIEW IS ON

VIEW REFERENCE

ELEVATION VIEW

REFERENCE

PARTIAL SECTION

ELEVATION MARKER

VIEW SYMBOLS LEGEND

# VIEW TITLE

VIEW NUMBER

NOTE: MECHANICAL AND

ELECTRICAL COMPONENTS NOT

SHOWN IN ISOMETRIC VIEWS.

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

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REV.

CHANGE HOUSE ENCLOSURE

C H

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

CHE LIFT SKETCH

20' SPREADER

ATTACH LABEL PLATE AT

APPROXIMATELY GRID 3,

5' ABOVE B.O. BASE PLATE

PROOF TEST SKETCH FOR LIFT POINTS

COLUMN,

CONSTRAIN NEAR

CAP PLATE

PADEYE

LOAD TEST VALUE

67,500 LBS (MIN)

69,750 LBS (MAX)

35° 30°

PROOF TEST SKETCH FOR LIFT POINTS

COLUMN,

CONSTRAIN NEAR

CAP PLATE

PADEYE

LOAD TEST VALUE

67,500 LBS (MIN)

69,750 LBS (MAX)

35° 30°

TEST PER

LABEL PLATES FOR EACH LIFT POINT

QUANITY = 4

ENCLOSURE LABEL PLATE

QUANITY =1

CHANGE HOUSE ENCLOSURE

DWG 2370-1805

WEIGHT: (ENTER OBSERVED WEIGHT)

MFR: (ENTER NAME OF GENERAL CONTRACTOR)

YEAR: (ENTER YEAR BUILT)

SPREADER REQUIRED FOR LIFTING

LIFT POINT

DWG 2370-1805

GPS CAPACITY: 45,000 LBS

TEST DATE: MM-DD-YYYY

PERIODIC TEST: NOT REQUIRED

SPREADER REQUIRED FOR LIFTING

LOAD TESTING AND NDT REQUIREMENTS

1. GENERAL NOTES:

A. ITEMS TO BE LOAD TESTED ARE FOUR (4) COLUMN PADEYES (SHOWN IN DETAIL 3 ON SHEET S7).

B. LOAD TESTING SHALL OCCUR IN SHOP ONCE CAP PLATES AND PADEYES HAVE BEEN WELDED TO THE FOUR (4) COLUMNS.

C. THE COLUMN, CAP PLATE AND PADEYE WELDMENTS ARE GENERICALLY REFERRED TO AS LIFT POINTS.

D. CONTRACTOR IS RESPONSIBLE FOR TEST FIXTURE DESIGN AND FINAL TEST PROCEDURE.

2. DOCUMENTATION:

A. AFTER COMPLETION OF LOAD TESTING, CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION THAT THE LOAD TEST AND NDT

REQUIREMENTS WERE SATISFACTORILY PERFORMED FOR EACH LIFT POINT.

B. ENSURE DOCUMENTATION CLEARLY SPECIFIES PERFORMANCE OF “PRE” AND “POST” LOAD VISUAL AND MT INSPECTIONS, METHOD USED (CLAUSE 6 OF AWS D1.1), ACCEPTANCE CRITERIA USED (CLAUSE 6, PART C OF AWS D1.1) AND ITEMS (PIECES AND

WELDS) THAT WERE INSPECTED AND TESTED.

C. DOCUMENTATION SHALL CLEARLY IDENTIFY THE LOCATION OF EACH LIFT POINT AFTER BUILDING ERECTION AND THE LOCATIONS

OF THEIR CORRESPONDING LABEL PLATES.

3. PRIOR TO AND FOLLOWING LOAD TEST, INSPECT EACH LIFT POINT AS FOLLOWS:

A. MATERIAL:

i. VISUALLY INSPECT THE LIFT POINTS FOR DEFORMATION OR OBVIOUS DAMAGE SUCH AS CRACKED, DISTORTED, CORRODED MATERIAL OR ANY DEFICIENCY THAT MAY AFFECT THE LIFTING CAPACITY OF THE PADEYE.

ii. MT THE ACCESSIBLE PORTIONS OF THE LIFT POINT PARENT MATERIAL PER AWS D1.1.

B. WELDS:

i. VISUALLY INSPECT THE WELDS SECURING EACH PADEYE AND CAP PLATE TO COLUMNS TO ENSURE THEY ARE PROPERLY SIZED AND INSTALLED IN ACCORDANCE WITH CLAUSE 6.9, PART C OF AWS D1.1 WITH THE FOLLOWING

EXCEPTIONS:

(a) NO UNDERSIZED WELDS ARE ALLOWED.

(b) NO POROSITY GREATER THAN 1/8 INCH IS ALLOWED.

(c) WELDS AND ADJACENT BASE METALS SHALL BE FREE OF LOCALIZED DISCONTINUITIES INCLUDING GOUGES, GRIND MARKS AND SURFACE ROUGHNESS WHICH EXCEEDS A DEPTH OF 1/32 INCH ON MATERIALS LESS THAN

1/2 INCH IN THICKNESS AND 1/16 INCH ON MATERIALS 1/2 INCH AND THICKER.

ii. MT THE ACCESSIBLE PORTIONS OF THE LIFT POINT ATTACHMENT WELDS PER AWS D1.1.

4. LOADS:

A. UPON COMPLETION OF CONSTRUCTION, MEASURE AND RECORD THE WEIGHT OF THE CHE. THIS SHALL BE THE WEIGHT ENTERED

ON THE ENCLOSURE LABEL PLATE.

B. THE ESTIMATED LIFTING WEIGHT OF THE FULLY-ASSEMBLED CHANGE HOUSE ENCLOSURE IS 100,000 LBS.

C. THE LOAD TEST VALUE FOR EACH LIFT POINT SHALL BE 150% (+5% / -0%) OF THE MAXIMUM DESIGN LIFT LOAD ANY OF THE LIFT

POINTS ARE ESTIMATED TO CARRY (UP TO 33,500 LBS EACH). THE LOAD TEST VALUE FOR EACH INDIVIDUAL LIFT POINT SHALL BE 67,500 (+2,250 / -0 LBS). THIS WILL GIVE A RATED CAPACITY OF 45,000 LBS FOR EACH LIFT POINT.

5. PERFORM LOAD TEST AS FOLLOWS:

A. LOAD TESTS SHALL BE PERFORMED ON INDIVIDUAL LIFT POINTS ONLY.

B. CONTRACTOR SHALL RESTRAIN THE COLUMN AND LOAD THE LIFT POINT IN SUCH A WAY TO REFLECT TRUE LOADING CONDITIONS.

C. LOAD TEST SHALL BE PERFORMED BY ATTACHING A 2 INCH SHACKLE TO THE PADEYE AND APPLYING THE PRESCRIBED LOAD TO

THE SHACKLE.

D. APPLY PROOF TEST LOAD, AS SHOWN IN DETAIL 2 (OR 3) ON SHEET G3, FOR TEN (10) MINUTES. INSPECT LIFT POINT ACCORDING

TO THE REQUIREMENTS OF NOTE 3. ABOVE.

E. REPEAT PROOF TEST FOR EACH LIFT POINT.

6. LABELING REQUIREMENTS:

A. THE LABEL PLATE SHALL BE CLEARLY VISIBLE AND FREE FROM OBSTRUCTIONS. ATTACH LABEL PLATE WITH DOUBLE-SIDED

BONDING TAPE. THE LABEL PLATE SHALL BE MADE FROM STAINLESS STEEL WITH 3/8 INCH TALL (MIN) LASER CUT LETTERING AND

CONTAIN THE FOLLOWING INFORMATION:

B. ATTACH A LABEL PLATE (VIEW 5/G3) ON THE EXTERIOR FACE OF THE EXTERIOR PANEL IN THE LOCATION SHOWN ON VIEW 1 OF

SHEET G3.

C. ATTACH A LABEL PLATE (VIEW 4/G3) ON THE ROOF PANEL, NEAR EACH OF THE FOUR LIFT POINTS, IN THE LOCATION SHOWN ON

VIEW 1 OF SHEET G3.

54321

'-0

40'-0"

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

ELECTRICAL

STAIRS

RAISED DECK, +3/4"

LOCKER ROOM

RAISED PLATFORM, +12"

-1

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

FLOOR PLAN

LEVEL 01

-9

67 3/4" 40 1/2" 11 3/4"

9 1/4" 40 1/2" 14" 40 1/2"

15 3/4"

20'-0" 21 3/4" 6'-4 1/2" 21 3/4"

'-7

49"

SYMBOL DESCRIPTION

GRID LABEL

ROOM LABEL

PARTITION WALL LABEL

DOOR LABEL

SYMBOL LEGEND

ROOM NAME

56"

54321

'-0

40'-0"

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

MESS AREA

RR B

RR A

CORRIDOR

STAIRS

CONFERENCE ROOM

HOUSE KEEPING

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

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REV.

CHANGE HOUSE ENCLOSURE

C H

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G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

DOWN

2 2

66" 44"

49"

FLOOR PLAN

LEVEL 02

8' -9

A83

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

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2370-1805

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REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

54321

'-0

40'-0"

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

REFLECTED CEILING PLAN

LEVEL 01

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

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2370-1805

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REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

54321

'-0

40'-0"

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

REFLECTED CEILING PLAN

LEVEL 02

-1

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

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CHANGE HOUSE ENCLOSURE

C H

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

1 2 3 4 5 C B A

CBA12345

67 4 3

2 1

CORNER TRIM PER

PANEL MFR, TYP

LIFT POINT

CORNER TRIM PER

PANEL MFR, TYP

EAVE TRIM PER

PANEL MFR, TYP

RAKE TRIM PER

PANEL MFR, TYP

RAKE TRIM PER

PANEL MFR, TYP

CORNER TRIM PER

PANEL MFR, TYP

RAKE TRIM PER

PANEL MFR

CORNER TRIM PER

PANEL MFR, TYP

EAVE TRIM PER

PANEL MFR, TYP

LIFT POINT

B.O. BASE PL

EL. 0' - 0"

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

EL. 11' - 10 3/8"

T.O. RIDGE

EL. (24' - 10 1/2")

B.O. BASE PL

0' - 0"

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

EL. 11' - 10 3/8"

B.O. BASE PL

EL. 0' - 0"

B.O. BASE PL

EL. 0' - 0"

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

EL. 11' - 10 3/8"

T.O. DECK PL

EL. 11' - 10 3/8"

T.O. DECK PL

EL. 0' - 9 3/8"

EXTERIOR ELEVATION

GRID A

EXTERIOR ELEVATION

GRID C

EXTERIOR ELEVATION

GRID 1

EXTERIOR ELEVATION

GRID 5

2" INSULATED

METAL WALL PANEL

2" INSULATED

METAL WALL PANEL 2" INSULATED

METAL WALL PANEL

2" INSULATED

METAL WALL PANEL

2" INSULATED

METAL ROOF PANEL

DOORWAY WITH

BOLTING FLANGE,

SEE DETAIL 1

A12

DOORWAY WITHOUT

BOLTING FLANGE,

SEE DETAIL 4

A12

WATER SUPPLY AND

SANITARY WASTE STUB-OUTS,

SEE DETAIL

WALL EXHAUST HOODS

WALL EXHAUST/

INTAKE HOODS

WALL EXHAUST/

INTAKE HOODS

24"

LIFT POINTS SHALL BE

CENTERED BETWEEN

STANDING SEAMS, TYP

INDUCTION

WALL LIGHTS

INDUCTION

WALL LIGHTS

INDUCTION

WALL LIGHTS

INDUCTION

WALL LIGHTS

NOTE: HVAC AND SOME ELECTRICAL

COMPONENTS NOT SHOWN IN

EXTERIOR ELEVATION VIEWS.

NOTE: DO NOT

DRILL HOLES IN

FLANGE, THIS

DOOR ONLY

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DRAWING NO.

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C H

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

BUILDING SECTION 2 3

BUILDING SECTION 3

BUILDING SECTION 1

A B C

3 4

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

11' - 10 3/8"

A B C

ELECTRICAL

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

11' - 10 3/8"

HOUSE

KEEPING

STAIRS

1 2 3 4 5

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

11' - 10 3/8"

CONFERENCE ROOM

LOCKER ROOM

CORRIDOR

STAIRS

HOUSE KEEPING CONFERENCE ROOM

LOCKER ROOM

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C H

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

TYP WALL SECTION

GRID C, GRID A SIMILAR

TYP WALL SECTION

GRID 5, GRID 1 SIMILAR

GIRT, HSS3X3X1/8

2" INSULATED

METAL ROOF PANEL

2" INSULATED

METAL WALL PANEL

FASTENERS PER PANEL MFR

GIRT, HSS3X3X1/8

EAVE TRIM PER PANEL MFR

COLD-FORMED JOIST

RESILIENT FLOORING

ON DECK PLATE

C 5

METAL ROOF DECK FOAMED-IN-PLACE INSULATION

PARTITION

WALL PER SCH

ACCOUSTIC CEILING

PARTITION

WALL PER SCH

BEAM, W10X19

FOAMED-IN-PLACE

INSULATION, MIN 3" THK,

SEAL ENTIRE UNDERSIDE

OF CHE, PROVIDE

BACKING NOT SHOWN IF

NECESSARY

BASE TRIM AND DRIP EDGE

FLASHING PER PANEL MFR

FASTENERS PER PANEL MFR

RESILIENT FLOORING

ON DECK PLATE

BEAM, W10X19

GIRT, HSS3X3X1/8

2" INSULATED

METAL ROOF PANEL

2" INSULATED

METAL WALL PANEL

FASTENERS PER PANEL MFR

GIRT, HSS3X3X1/8

RAKE TRIM PER PANEL MFR

RESILIENT FLOORING

ON DECK PLATE

METAL ROOF DECK

FOAMED-IN-PLACE INSULATION

PARTITION

WALL PER SCH

ACCOUSTIC CEILING

PARTITION

WALL PER SCH

BEAM, W10X19

FOAMED-IN-PLACE

INSULATION, MIN 3" THK,

SEAL ENTIRE UNDERSIDE

OF CHE, PROVIDE

BACKING NOT SHOWN IF

NECESSARY

BASE TRIM AND DRIP EDGE

FLASHING PER PANEL MFR

FASTENERS PER PANEL MFR

RESILIENT FLOORING

ON DECK PLATE

BEAM, W10X19

BEAM, W8X10

INSULATION BACKING,

16 GA. SST, 1 1/2" LAPS

BEAM, W8X35

INSULATION BACKING,

16 GA. SST, 1 1/2" LAPS

TYP WALL CORNER

IN WAY OF LEVEL 01

TYP WALL CORNER

IN WAY OF LEVEL 02

INSIDE CORNER TRIM,

SEE DETAIL 5

S17

2" INSULATED

WALL PANEL

2" INSULATED

WALL PANEL

COLUMN, W10X33

GWB

METAL STUD

FOAMED-IN-PLACE

INSULATION

FASTENERS PER PANEL MFR

OUTSIDE CORNER

TRIM PER PANEL MFR

INSIDE CORNER TRIM,

SEE DETAIL 5

S17

2" INSULATED

WALL PANEL

2" INSULATED

WALL PANEL

COLUMN, W10X33

METAL STUD

FOAMED-IN-PLACE

INSULATION

FASTENERS PER PANEL MFR

OUTSIDE CORNER

TRIM PER PANEL MFR

INSIDE CORNER BATTEN

ASSEMBLY, SEE DETAIL

CLEANROOM WALL PANEL

A12

TYP

4 1/2"

TYP

4 7/8"

TYP

1-12

FIRE BLOCK, FOAM-IN-PLACE INSULATION,

FULLY SEAL AROUND BUILDING

PERIMETER; MIN THICKNESS OF 2"

1-12

FIRE BLOCK BACKING,

BENT 16 GA. STEEL GALV.

FIRE BLOCK BACKING,

BENT 16 GA. STEEL GALV.

FIRE BLOCK, FOAM-IN-PLACE

INSULATION, FULLY SEAL

AROUND BUILDING PERIMETER

1-12

16 GA. SHEET AT

EVERY STUD, TYP

TYP

TYP4

TYP 4

TYP4

TYP 4

METAL STUD

TYP 4

METAL STUD

-1

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WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

STAIRSCORRIDOR

(2) CGCG

INTERIOR ELEVATION

MESS AREA

INTERIOR ELEVATION

RESTROOM

34"

20"

24"

INTERIOR ELEVATION

HOUSEKEEPING 1

INTERIOR ELEVATION

HOUSEKEEPING 2

RESILIENT WALL BASE

48"

PIPE SLEEVE FOR

DISTRIBUTION PIPING,

LOCATE TO SUIT

BACK SPLASH, 22 GA. SST 304

SHEET, HEMM TOP EDGE, #4

BRUSH FINISH, GLUE TO

SUBSTRATE, TYP

SURFACE MOUNT WATER

SUPPLY MANIFOLDS, WATER

HEATER AND VALVES ON

STAINLESS SHEET

PIPE SLEEVE FOR

MAIN WATER SUPPLY,

LOCATE TO SUIT

BACK SPLASH,

22 GA. SST 304

SHEET, HEMM

TOP EDGE, #4

BRUSH FINISH,

GLUE TO

SUBSTRATE,

TYP

INTERIOR ELEVATION

HOUSEKEEPING 3

48"

BACK SPLASH, 22 GA. SST 304

SHEET, HEMM TOP EDGE, #4

BRUSH FINISH, GLUE TO

SUBSTRATE, TYP

48"

SERVICE FAUCET

25" 21"

10"MOP BASIN

36"

SERVICE FAUCET,

CENTER OVER

MOP BASIN

RESILIENT WALL BASE, TYP

MOP BASIN

27"

INTERIOR ELEVATION

BASE OF STAIRS

PLUMBING ACCESS

DOOR, 12" x 12" SST, ALLEN HEAD CAM

36"

18"

30" 3"

30"

3" FILLER, TO MATCH

CABINETRY FINISH

18"

SURFACE

MOUNTED

MIRROR

PEDESTAL SINK

TOILET

3"30"18"

PLUMBING

ACCESS DOOR,

12" x 12" SST, ALLEN HEAD CAM, TO SERVICE

FAUCET STOP

VALVES

MAXIMUM OCCUPANCY

IS 49 OCCUPANTS

66"

POST SIGN READING

"MAXIMUM OCCUPANCY

IS 49 OCCUPANTS" IN

1/2" TALL LETTERS

12" x 12" ELECTRICAL ENCL

RECESSED IN WALL, FOR

DOOR ELECTRIC STRIKE3"

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

STAIR ELEVATION

'-1

R S

T.O. DECK PL

EL. 0' - 9 3/8"

T.O. DECK PL

EL. 11' - 10 3/8"

DECK PL

(2) HANDRAILS

7" R

11"

RUN

T .O

. R A

(2) STRINGERS,

C12X20.7

1 1/2" MIN, 2 1/2" MAX

BACKING, 3 5/8" MTL STUD

INTERIOR WALL

PANEL PER PLAN

SELF-TAPPING

SCREWS, SST

HANDRAIL BRACKET, SST

HANDRAIL, PIPE 1 1/2" SCH 40 SST

TYP HANDRAIL/BRACKET

FILL VOID WITH

FOAM-IN-PLACE

INSULATION, TYP

STAIR NOSING DETAIL

STAIR BASE DETAIL

STAIR TOP DETAIL

NOTE: INSUL. NOT SHOWN FOR CLARITY

STAIR TREADS,

DIAMOND PL 1/8" THK,

44" TREAD WIDTH

BEAM,

C10X15

RETURN HANDRAIL

ENDS TO WALL,

CAP AND SEAL

WELD PER DETAIL

,TYP

BATT INSUL., 3" SAFB

1/4" HCP OVER (3) 1/2" GWB,

ATTACH TO ANGLE W/

SELF-TAPPING SCREWS

T .O

. R A

FILL VOID WITH

FOAM-IN-PLACE

INSULATION, TYP

STINGER CAP, PL 1/8"

1/8 1/8

L3X3X3/8 x 6", SEE TYP

SHEAR CONNECTION

FOR DETAILS

STAIR ATTACHMENT DETAIL

IN WAY OF STRINGER TOP

3 SIDES3/16

T.O. DECK PL

STAIR ATTACHMENT DETAIL

IN WAY OF STRINGER BOTTOM

TERMINATE FLOORING AT

LOWER RISER AND STRINGERS

(2) 3/4"O BOLTS

STRINGER

BEAM, C10X15

LOWER RISER

STRINGER

3 SIDES3/16

BEAM, W8X10

1 1/2"

L3X3X3/8 x 6", SEE TYP

SHEAR CONNECTION

FOR DETAILS

PL 1/8"

BEAM CL

BOLT RISER TO

STRINGER PER MFR

STRINGER CAP, PL 1/4"

UPPER STAIR

TREAD/RISER

STRINGER STRINGER

STRINGER

BOLT TREADS TO

STRINGER PER MFR, TYP

INTERMEDIATE

TREAD/RISER

TREAD

THIS SIDE ONLY

CONTINUOUS SEALANT

GWB-TO-STRINGER, TYP

STRINGER

CONTINUOUS SEALANT

HCP-TO-HCP, TYP

MTL STUD

11"

FURRING

PER WALL

SECTION

DECK PL

REFER TO WALL

SECTIONS FOR

DETAILS NOT SHOWN

STAIR SECTION

S17

HANDRAIL BRACKET,

4' O.C. MAX SPACING

12"

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

A10

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

MTL STUD

A10

SECTION

WALL TYPE '1'

A10

SECTION

WALL TYPE '2'

A10

SECTION

WALL TYPE '3'

A10

SECTION

WALL TYPE '4'

A10

SECTION

WALL TYPE '5'

A10

SECTION

WALL TYPE '6'

A10

SECTION

WALL TYPE '7'

9'-0"

ACOUSTIC

CEILING

HCP 1/4"

(ONE SIDE)

DECK PLATE

RESILIENT

FLOOR & BASE

MTL STUD

ACOUSTIC

CEILING

GWB 1/2"

(ONE SIDE)

DECK PLATE

RESILIENT

FLOOR & BASE

9'-0"

MTL STUD

ACOUSTIC

CEILING

HCP 1/4"

(EACH SIDE)

DECK PLATE

RESILIENT

FLOOR & BASE,

BOTH SIDES

9'-0" 9'-0"9'-0"

CHANNEL STUDS

(TOP & BOTTOM)

ATTACH TO

STRUCTURE

MTL STUD

ACOUSTIC

CEILING

(3) 1/2" GWB

FIRE RATED

DECK PLATE

RESILIENT

FLOOR & BASE,

BOTH SIDES

WIDTHWIDTH WIDTH WIDTHWIDTH

CHANNEL STUDS

(TOP & BOTTOM)

ATTACH TO

STRUCTURE

CHANNEL STUDS

(TOP & BOTTOM)

ATTACH TO

STRUCTURE

MTL STUD

ACOUSTIC

CEILING

GWB 1/2"

(EACH SIDE)

DECK PLATE

RESILIENT

FLOOR & BASE,

BOTH SIDES

CHANNEL STUDS

(TOP & BOTTOM)

ATTACH TO

STRUCTURE

ACOUSTIC PAD

(LOCKER SIDE)

HCP 1/4"

(LOCKER SIDE)

BATT INSUL.

1 2 3 64 5

MTL STUD

ACOUSTIC

CEILING

(3) 1/2" GWB

FIRE RATED

RESILIENT

FLOOR & BASE

ACOUSTIC PAD

GWB 1/2"

CHANNEL STUDS

(TOP & BOTTOM)

BATT INSUL.

9'-0"

MTL STUD

DECK PLATE

RESILIENT

FLOOR & BASE,

BOTH SIDES

ACOUSTIC PAD

(LOCKER SIDE)

BATT INSUL.

CHANNEL STUDS (TOP

& BOTTOM) ATTACH

TO STRUCTURE

CHANNEL STUDS (TOP

& BOTTOM) ATTACH

TO STRUCTURE

GWB (FROM

ABOVE)

VARIES

HCP 1/4"

(EACH SIDE)

STAIR

STRINGER

1 1/2" FURRING

CHANNEL/HAT

@ 24" O.C.

9'-0"

DECK PLATE

3" 3" 4 1/8" 4 5/8" 5 5/8" 5 3/8" 5 5/8"

DEPTH 2 1/2" DEPTH 2 1/2" DEPTH 3 5/8" DEPTH 3 5/8" DEPTH 3 5/8" DEPTH 3 5/8" DEPTH 3 5/8"

GAUGE 20 GAUGE 20 GAUGE 20 GAUGE 20 GAUGE 20 GAUGE 20 GAUGE 20

SPACING 24" SPACING 24" SPACING 24" SPACING 24" SPACING 24" SPACING 24" SPACING 24"

HEIGHT to structure HEIGHT 9' - 3" HEIGHT 9' HEIGHT 9' HEIGHT 9' HEIGHT to structure HEIGHT see w all section

TYPE HCP TYPE GWB TYPE HCP TYPE GWB TYPE GWB TYPE GWB & HCP TYPE HCP

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

see w all section

THICKNESS

see w all section

THICKNESS 1/4"

HEIGHT

3" above ceiling

HEIGHT 9' HEIGHT 9' HEIGHT 9' HEIGHT

see w all section

HEIGHT

see w all section

HEIGHT

see w all section

BATT

INSULATION

BATT

INSULATION

BATT

INSULATION

BATT

INSULATION

BATT

INSULATION

3" SAFB

BATT

INSULATION

3" SAFB

BATT

INSULATION

3" SAFB

ACOUSTIC PAD no ACOUSTIC PAD no ACOUSTIC PAD no ACOUSTIC PAD yes ACOUSTIC PAD yes ACOUSTIC PAD yes ACOUSTIC PAD yes

ACOUSTIC

SEALANT

ACOUSTIC

SEALANT

ACOUSTIC

SEALANT

ACOUSTIC

SEALANT

yes

ACOUSTIC

SEALANT

yes

ACOUSTIC

SEALANT

yes

ACOUSTIC

SEALANT

yes

WALL TYPE '2' WALL TYPE '7'

A C

O U

S T

A C

O U

S T

W A

O V

E R

W A

O V

E R

A C

O U

S T

W A

O V

E R

A C

O U

S T

A C

O U

S T

M E

T A

L S

T U

M E

T A

L S

T U

TABLE A10: PARTITION WALL SCHEDULE

WALL TYPE '6'WALL TYPE '3'WALL TYPE '1' WALL TYPE '4' WALL TYPE '5'

M E

T A

L S

T U

WIDTH

A C

O U

S T

M E

T A

L S

T U

W A

O V

E R

A C

O U

S T

M E

T A

L S

T U

M E

T A

L S

T U

D W

C O

V E

W A

O V

E R

W A

O V

E R

M E

T A

L S

T U

WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

A11

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

5 3/4"

JAMB FRAME

ANCHORS

EXTERIOR WALL PANEL

INTERIOR WALL PER PLAN

5 3/4"

EXTERIOR WALL PANEL

INTERIOR WALL PER PLAN

5 3/4"8"

4 7/8"

4 1/2"

4 7/8"

4 1/2"

CAULK AROUND

BOTH SIDES, TYP

WALL TYPE PER PLAN

JAMB FRAME

ANCHORS

WALL TYPE

PER PLAN

1" 5 3/4"

1/4"

TYP

BEAM PER PLAN

GIRT, HSS3X3X1/8

CAULK AROUND

BOTH SIDES, TYP3"

INTERIOR WALL PER PANEL

HEAD PLATE,

BENT PL 1/8"

EXTERIOR

WALL PANEL

RESILIENT FLOORING

ON DECK PL1/2"

1/4"

TYP

5 1/2"

RESILIENT FLOORING

ON DECK PL

THRESHOLD

PER SCHEDULE

11"

1/2"

MAX

GIRT, HSS3X3X1/8

INTERIOR WALL

PER PANELEXTERIOR

WALL PANEL

5 3/4"

CG CG

DRIP EDGE AT HEAD,

BASE TRIM AND

FLASHING PER PANEL

MFR, TYP

1 SILL 4 SILL

2 HEAD 5 HEAD

3 JAMB 6 JAMB 8 JAMB

7 HEAD

SILL PLATE,

BENT PL 1/4"

PL 1/8" x 3", FULL HEADER

LENGTH

MTL STUD

5 1/2"

THRESHOLD

PER SCHEDULE

DOOR WIDTH

D O

O R

H E

T 2"

TYPE 'F' TYPE 'G' TYPE 'F'HOLLOW

METAL FRAME

JAMB PLATE,

BENT PL 1/8"

JAMB PLATE,

BENT PL 1/4"

NOTE: SILL #4, JAMB #6 AND HEAD #5

MAKE UP DOORWAYS WITH AN OUTSIDE

BOLTING FLANGE. SEE DETAIL 1

A12

CAULK AROUND

BOTH SIDES, TYP

HEAD PLATE,

BENT PL 1/4"

FOAMED-IN-PLACE

INSULATION

FOAMED-IN-PLACE

INSULATION

5 3/4"

DRIP EDGE AT

HEAD, BASE

TRIM AND

FLASHING

PER PANEL

MFR, TYP

1/8

PL 1/8" x 3", FULL JAMB

LENGTH

1/8

NOTE: SILL #1, JAMB #3 AND HEAD #2

MAKE UP DOORWAYS WITHOUT AN

OUTSIDE BOLTING FLANGE. SEE DETAIL 4

A12

WIDTH HEIGHT

1 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 F 3' - 0" 6' - 8" HW-1 2 3 1

2 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 F 3' - 0" 6' - 8" HW-2 5 6 4

3 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 G 3' - 0" 6' - 8" HW-3 5 6 4 90 min RATED

4 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 G 3' - 0" 6' - 8" HW-3 5 6 4 90 min RATED

5 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 F 6' - 0" 8' - 0" HW-4 5 6 4 NO THRESHOLD

6 1 LOCKER RM OUTSIDE 16 5-3/4" EWA 16 F 3' - 0" 6' - 8" HW-1 2 3 1

7 1 STAIRS OUTSIDE 16 5-3/4" EWA 16 F 3' - 0" 6' - 8" HW-5 2 3 1

8 2 BATH A CORRIDOR 16 5-3/4" SSA 18 F 2' - 8" 6' - 8" HW-7 7 8 N/A

9 2 BATH B CORRIDOR 16 5-3/4" SSA 18 F 2' - 8" 6' - 8" HW-7 7 8 N/A

10 2 HOUSE KEEPING CORRIDOR 16 5-3/4" SSA 18 F 2' - 8" 6' - 8" HW-7 7 8 N/A

11 2 CONF RM CORRIDOR 16 5-3/4" SSA 18 F 2' - 8" 6' - 8" HW-6 7 8 N/A

12 2 CONF RM CORRIDOR 16 5-3/4" SSA 18 F 2' - 8" 6' - 8" HW-6 7 8 N/A

13 2 CONF RM OUTSIDE 16 5-3/4" EWA 16 F 3' - 0" 6' - 8" HW-1 5 6 4

H'WARE

SETFROM TYPE

GAUGE

(MIN)LEVEL SILL

ANCHOR

TYPE

GAUGE

(MIN) JAMBTO

DETAIL

OPENING

DEPTH

DOOR

REMARKS

TABLE A11: DOOR SCHEDULE

DOOR

LOCATION FRAME

HEAD

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

A12

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

11 11/16" 23 1/2"

12"

24"

36"

48"

60"

6'-0"

7'-0"

11 11/16"

1 1/2" TYP

44" (6'-8")

7'-0" (8'-4")

1 1/2"

TYP

1 1/2"

TYP

A12

TYP DOORWAY WITH BOLTING FLANGE

NOTE: DOOR #5 DIMENSIONS IN PARENTHESES

TYP 3/16

3/16

TYP 3/16

TYP

1/4" TYP

A12

DOORWAY FLANGE SECTION

NOTE: DECK PL SHOWN

HEADER

PLATE,

1/4" PL

O 5/8" THRU

(22) PLACES

4" 4"

3/16 TYP3/16

JAMB PLATE,

1/4" PL,

EACH SIDE

A12

SILL PLATE, 1/4" PL

JAMB PLATE

SILL PLATE

A12

DOORWAY FLANGE SECTION

3/16

A12

3/16 3/16

JAMB PLATE

3/16TYP 3/16

20 1/2" TYP

(38 1/2")

5 1/4"

TYP

5 1/2" TYP

VARIES

2 1/2" TYP

HEADER PLATE

JAMB PLATE

DECK PL

A12

TYP DOORWAY WITHOUT BOLTING FLANGE

DECK PL

6'-10 1/4"

CLEAR

3" 40 1/2"

CLEAR

1 3/4"

TYP 1/8 TYP1/8

1/8 TYP1/8

JAMB PLATE,

1/8" PL,

EACH SIDE

HEADER PLATE, 1/8" PL5

A12

VARIES

2 1/2" TYP2 7/8"

TYP

A12

DOORWAY SECTION

HEADER PLATE

20 3/8" TYP

HEADER PLATE

JAMB PLATE

CLEANROOM

WALL PANEL

CLEANROOM WALL PANEL

COLUMN, W10X33

METAL STUD, FLANGE

WIDTH MIN 2 1/2" FOR

BATTENS, TYP

METAL STUD

SCREW, SST, PAN HEAD,

SELF-DRILLING, SIZE TO SUIT

BATTEN MOUNTING HOLES, TYP

ENCLOSURE CAP, TYP

GASKET, 1/16" x 1/4", TYP

BATTEN, 1 3/4"

SHALLOW, TYP 2 PLCS

A12

TYP INSIDE CORNER BATTEN ASSY

A12

TYP VERTICAL BATTEN ASSY

BATTEN, 1 3/4"

SHALLOW

CLEANROOM WALL PANEL

METAL STUD, FLANGE

WIDTH MIN 2 1/2" FOR

BATTENS, TYP

SCREW, SST, PAN HEAD,

SELF-DRILLING, SIZE TO SUIT

BATTEN MOUNTING HOLES, TYP

ENCLOSURE CAP

GASKET, 1/16" x 1/4", TYP 2 PLCS

SEALANT, TYP

TYP 4

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

A13

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

54321

'-0

40'-0"

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

ELECTRICAL

STAIRS

RAISED DECK, +3/4"

LOCKER ROOM

RAISED PLATFORM, +12"

A13

FINISH PLAN

LEVEL 01

RESILIENT FLOORING

RESILIENT

FLOORING

STAIR TREADS,

RAISED DIAMOND

PATTERN, GREY

EPOXY PAINT

A13

TYP RAISED PLATFORM FINISH DETAIL

RESILIENT FLOORING

RESILIENT WALL BASE

DECK PL

CORNER GUARD,

MITER CORNERS

A13

CHANNEL,

C12X20.7

RESILIENT FLOORING

CG, 16 GA SST, 2"

WINGS, FULL WALL

HEIGHT, ATTACH WITH

COUNTERSUNK SST

SCREWS, TYP ALL

EXTERIOR CORNERS

NO CG, USE

BATTEN

ASSEMBLY

NO CG, USE

BATTEN

ASSEMBLY

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

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2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

A14

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

54321

'-0

40'-0"

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

MESS AREA

RR B

RR A

CORRIDOR

STAIRS

CONFERENCE ROOM

HOUSE KEEPING

A14

FINISH PLAN

LEVEL 02

RESILIENT FLOORING

RESILIENT

FLOORING

RESILIENT

FLOORING

RESILIENT

FLOORING

25"

CG, TYP

LEVEL 02

-1

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

DRAWING NO.

TITLE

SCALE

D W

G . N

E V

2370-1805

ORIG

O R

PUGET SOUND NAVAL SHIPYARD

REV.

CHANGE HOUSE ENCLOSURE

C H

A N

G E

H O

U S

E E

N C

U R

CODE 2370

ENGINEERING DIVISION

NTS

SHEET

INDICATES GRID LINE

COLUMN

BASE PLATE PER DETAIL

INDICATES BEAM-TO-COLUMN SHEAR CONNECTION

INDICATES BEAM-TO-COLUMN MOMENT CONNECTION

LINES LOCATING C-SHAPES ARE TO FACE OF WEB

LINES LOCATING W-SHAPES ARE TO C

LINES LOCATING COLD-FORMED JOISTS ARE TO C

INDICATES COLD-FORMED JOISTS FRAMING INTO SIDE OF BEAM

BEAM SHAPE DESIGNATION

INDICATES BEAM FRAMING INTO SIDE OF BEAM

X33COLUMN SHAPE DESIGNATION

STRUCTURAL SYMBOL LEGEND

STRUCTURAL ISOMETRIC VIEW

STRUCTURAL NOTES

1. FABRICATION REQUIREMENTS:

A. UNLESS OTHERWISE SPECIFIED, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC “CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES”, LATEST EDITION.

B. TYPICAL CONSTRUCTION DETAILS AND WELDS ARE TO BE USED FOR SIMILAR ITEMS.

C. BREAK ALL SHARP EDGES TO A 1/32” CHAMFER (MIN) AND REMOVE ALL WELD SPLATTER FROM EXPOSED SURFACES.

D. CORNERS MAY BE SNIPED TO CLEAR FILLETS OF PREVIOUSLY DEPOSITED WELDS AND EXISTING MATERIAL RADIUS. CLOSE THESE

CHAMFERS BY WELDING WHERE POSSIBLE.

E. CLIP ANGLES, SHEAR TABS AND SHEAR SPLICE PLATES MAY BE LOCATED ON EITHER SIDES OF BEAM. WHEN TWO OPPOSING

EXTENDED SHEAR TABS FRAME INTO THE SAME COLUMN, THEY MUST BE LOCATED ON THE SAME SIDE OF THEIR CONNECTING

BEAMS.

F. WELDING:

i. WELDING SHALL COMPLY WITH WELDING PROCEDURE AND PERFORMANCE REQUIREMENTS OF AWS D1.1.

ii. WELD SYMBOLS SHOWN ARE IN ACCORDANCE WITH AWS A2.4.

iii. VISUALLY INSPECT ALL WELDS IN ACCORDANCE WITH AWS D1.1 WITH THE FOLLOWING EXCEPTION: NO UNDERSIZED

WELDS ARE ALLOWED AND NO POROSITY GREATER THAN 1/8” IS ALLOWED.

iv. WELDS SHALL BE SEQUENCED TO MINIMIZE DISTORTION. WHERE DISTORTION DOES OCCUR, STRAIGHTENING PER AWS

D1.1 SHALL BE PERFORMED TO ACHIEVE TOLERANCES OF THE DRAWING.

v. WELDS MAY BE GROUND FLAT FOR FIT-UP OF OTHER PIECES.

2. STRUCTURAL BOLTED JOINTS:

A. TWO OPTIONS ARE AVAILABLE FOR STRUCTURAL BOLTED ASSEMBLIES:

i. OPTION 1: BOLT ASSEMBLY SHALL CONTAIN (1) ASTM A325 BOLT, (1) ASTM A563 NUT, (1) ASTM F436 HARDENED WASHER

AND (1) ASTM F959 DTI WASHER.

ii. OPTION 2: BOLT ASSEMBLY SHALL BE “TWIST OFF” TYPE IN ACCORDANCE WITH ASTM F1852.

B. BOLT SIZES ARE SPECIFIED IN THIS DRAWING. BOLT LENGTHS MAY BE BASED ON THE BOLT THREADS INCLUDED IN THE SHEAR

PLANE (TYPE “N” CONNECTIONS).

C. ENSURE JOINT SURFACES THAT WILL BECOME INACCESSIBLE UPON ASSEMBLY OF THE BOLTED JOINT ARE PAINTED PRIOR TO

ASSEMBLY OF THE JOINT.

D. BOLT ASSEMBLIES CAN BE ORIENTED AS SHOWN IN THIS DRAWING OR MAY BE TURNED 180º FROM SHOWN TO FACILITATE

ASSEMBLY OF THE BOLTED JOINT.

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ENGINEERING DIVISION

NTS

SHEET

A B C

FRAMING PLAN

BASE PLATE

FRAMING PLAN

LEVEL 01

X33

W8X35

W 8X

'-0

13'-0" 13'-0"

'-0

13'-0" 13'-0"

W 8X

BP1

BP2

BP3

BP2

W8X35

14"

TYP

10'-8"8 @ 16" = TYP 10'-8"8 @ 16" = TYP 14"

TYP

W 8X

52 1/2"

NOTE: FRAMING

FOR RAISED

PLATFORM NOT

SHOWN.

NOTE: COLD-FORMED JOISTS ARE NOT

LABELED IN PLAN VIEWS. REFER TO

STRUCTURAL STEEL LEGEND ON SHEET S1

FOR THEIR LINE WEIGHT. JOISTS ARE 8"

DEEP C-SHAPES WITH LIPS 2 1/2" FLANGE

WIDTH AND 15 GAUGE THICK. MATERIAL IS

33 ksi YIELD STRENGTH AND GALV. G90.

NOTE: SPACING OF COLD-FORMED JOISTS

IS 16" O.C. UNLESS OTHERWISE SPECIFIED.

BLOCKING AND BRIDGING REQ'D OF ALL

COLD-FORMED JOISTS. SEE DETAIL .6

12"

HSS4X4X3/16

L3 X

3X 1/

L3 X

3X 1/

L3 X

3X 1/

L3 X

3X 1/

S15

34"

TYP

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SHEET

A B C

FRAMING PLAN

LEVEL 02

FRAMING PLAN

ROOF

W10X19

C10X15

W10X19

W12X35

W10X19

W12X35

W10X19

W 8X

W10X19

W12X35

12"

TYP

24'-0"18 @ 16" O.C. = TYP

W10X19

'-0

13'-0" 13'-0"

'-0

13'-0" 13'-0"

7'-9" 6'-8 1/2"

12"

48"3 @ 16" =

13 1/4"

32"2 @ 16" =

13" 12'-0"9 @ 16" =

W10X19

S10

R O

T A

T E

T O

M A

T C

H R

O O

F S

E R

O T

A T

E T

O M

A T

C H

R O

O F

P E

R O

T A

T E

T O

M A

T C

H R

O O

F S

E R

O T

A T

E T

O M

A T

C H

R O

O F

P E

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NTS

SHEET

1 2 3 4 5

5 4 3 2 1 A B C

W10X19 W10X19 W10X19 W10X19

W8X10 W8X10 W8X10 W8X10

W10X19 W10X19 W10X19 W10X19

W8X10 W8X10 W8X10 W8X10

HSS

4X 3/

16 HSS4X4X3/16 HSS

4X 3/

16 HSS4X4X3/16

HSS4X

16 HSS4X4X3/16

HSS4X

16 HSS4X4X3/16 HSS4X

4X 3/

16 HSS4X4X3/16

HSS4X

16 HSS4X4X3/16

STRUCTURAL ELEVATION

GRID C

STRUCTURAL ELEVATION

GRID A

STRUCTURAL ELEVATION

GRID 1

T.O. BEAM

EL. 0' - 9 1/8"

T.O. BEAM

EL. 0' - 9 1/8"

T.O. BEAM

EL. 11' - 10 1/8"

T.O. BEAM

EL. 11' - 10 1/8"

T.O. BEAM

EL. (22' - 3 31/32")

T.O. BEAM

EL. (24' - 5 31/32")

W10X19

W10X19 W10X19

W8X35 W8X35

HSS4X

3/1

6 HSS4X4X3/16

T.O. BEAM

EL. 11' - 10 1/8"

T.O. BEAM

EL. 0' - 9 1/8"

B.O. BASE PL

EL. 0' - 0"

B.O. BASE PL

EL. 0' - 0"

B.O. BASE PL

EL. 0' - 0"

W10X19

W10X19 W10X19

W8X35 W8X35

HSS4X

3/1

6 HSS4X4X3/16

T.O. BEAM

EL. 11' - 10 1/8"

T.O. BEAM

EL. 0' - 9 1/8"

B.O. BASE PL

EL. 0' - 0"

C B A

STRUCTURAL ELEVATION

GRID 5

BF-

5 BF-4 BF-

4 BF-5

BF-

1 BF-1

BF-7 BF-6

-3

BF-2 BF

-2

BF-3

BF-

1 BF-1

BF-6 BF-7

W10X19

S12

S11

S12

S11

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TYP BP3-TO-BEAM CONNECTION

NOTE: JOISTS NOT SHOWN FOR CLARITY

COLUMN, W10X33

NO WELD

IN k-AREA

1/4 1/4

1/4

TYP BP2-TO-COLUMN CONNECTION

NOTE: BEAMS NOT SHOWN FOR CLARITY

8" 12 1/2"

COLUMN PER PLAN

NO WELD

IN k-AREA

1/4 1/4

1/4

TYP BP1-TO-COLUMN CONNECTION

NOTE: BEAMS NOT SHOWN FOR CLARITY

BASE PLATE, PL 1"

12 1/2" 12 1/2"

BEAM, W8X35

(4) 1" THRU HOLES

12"

4 SIDES 1/4 BASE PLATE, PL 1"

30v

BEAM, W8X35COLUMN,

W10X33

2 1/4"

R 1"

1/4 3 1/2 1/4 3 1/2

3/8

12 1/2"

3/8 5

TYP BEAM-TO-COLUMN FLANGE AT BASE PLATE

NOTE: INDICATED AS MOMENT CONNECTION ON FRAMING PLAN

(2) CONTINUITY PLATES,

SEE DETAIL 3

CONTINUITY PL

TYP BEAM-TO-COLUMN WEB AT BASE PLATE

NOTE: SEE DETAIL 6 (THIS SHEET) WHEN IN WAY OF GUSSET

TYP BEAM-TO-COLUMN WEB AT BASE PLATE

IN WAY OF GUSSET PLATE (COLUMNS 2A, 2C, 4A & 4C)

1/4

EXTENDED SHEAR TAB,

SEE DETAIL

T.O. BEAM

EL. 9 1/8"

DOUBLER PL EACH

SIDE OF COLUMN,

SEE DETAIL 4

1/4TYP

DOUBLER PL

BEAM, W8X10

COLUMN, W10X33

BASE PLATE

GUSSET PL PER SCH

BEAM, W8X101/2"

1/2"

SEE DETAIL

BEAM, W8X10

BEAM STUB TOP FLANGE,

SEE DETAIL

CONTINUITY PLATE

BEAM STUB WEB

PLATE, PL 1/4"

BEAM SHEAR SPLICE,

SEE DETAIL

1/4 1/4

TYP BEAM SHEAR SPLICE DETAIL

IN WAY OF BEAM STUBS AT LEVEL 01

TYP BEAM SHEAR SPLICE DETAIL

IN WAY OF BEAM STUBS AT LEVEL 02

2"2 1/4"2"

1 1/2"

1/2"

BEAM SHEAR SPLICE

PLATE, PL 1/2"

1/4"

TYP

4 3/4"

1/43 SIDES

BEAM, W10X19

BEAM STUB

PER DETAIL

BEAM CL

(4) 3/4"O BOLTS,

ASTM A325

2 3/4" 2" 1 1/2"

BEAM STUB

FLANGE PL

BEAM STUB

WEB PL

1/2"

1 1/2"4 @ = 6"

BEAM, W8X10

BEAM SHEAR SPLICE

PLATE, PL 1/2"

BEAM CL

3 SIDES 1/4

6" 6"

DOUBLER PL

TYP EXTENDED SHEAR TAB CONNECTION

IN WAY OF BEAM-TO-COLUMN CONNECTION

COLUMN, W10X33

EXTENDED SHEAR TAB, PL 1/2"

CONTINUITY OR

WEB STIFFENER PL

1/2" 2" 1 1/2"

BEAM PER PLAN

BEAM CL

1 1/2"4 @ = 6"

1/4 1/4

(2) 3/4"O BOLTS,

ASTM A325

CONTINUITY OR

WEB STIFFENER PL

R 1/2" TYP

(2) 3/4"O BOLTS, ASTM A325

TYP1/4

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SHEET

BEAM CL

1 1/2"2 @ = 3"

1" MAX, TYP

T.O. BEAMS

EL. 11' - 10 1/8"

BEAM, W10X19

STAIR

OPENING

3 SIDES1/4

BEAM, C10X15

1/4

(2) 1/2"O ERECTION

BOLTS, REMOVE

AFTER WELDING

BEAM CL

T.O. STEEL

EL. 11' - 10 1/8"

TYP CHANNEL-TO-CHANNEL CONNECTION

IN WAY OF STAIRS

BEAM, W12X35

C10X15

1 1/2"

BEAM CL

BEAM PER PLAN

TYP SHEAR TAB CONNECTION

NOTE: IN WAY OF BEAM-TO-COLUMN FLANGE CONNECTION

1/4 1/4

COLUMN,

W10X33

SHEAR TAB, PL 3/8",

MATCH BEAM'S SLOPE

TABLE S6: SHEAR CONNECTION SIZING

BEAM TYPE # BOLTS LENGTH (in)

W8 2 6 W10 2 6 W12 3 9 C10 2 6

# OF 3/4"O BOLTS

ASTM A325 PER

TABLE S6

LENGTH PER TABLE S6

CLIP IN WAY

OF BEAM

k-AREA, TYP

1 1/2"2 @ = 3"

1/2"

1 1/2"4 @ = 6" SHOWN

1/2"

1 1/2"4 @ = 6" SHOWN

LENGTH PER TABLE S6

1/4 1/4

EXTENDED SHEAR TAB, PL 1/2"

BEAM CL

BEAM PER PLAN

# OF 3/4"O BOLTS

ASTM A325 PER

TABLE S6

BEAM PER PLAN

R 1/2" TYP

TYP EXTENDED SHEAR TAB CONNECTION

IN WAY OF BEAM-TO-BEAM CONNECTION

T.O. STEEL

EXTENDED SHEAR TAB,

SEE DETAIL

BEAM, C10X15

1/2"

EXTENDED

SHEAR TAB

R 1/2" TYP

TYP CLIP ANGLE CONNECTION

NOTE: IN WAY OF BEAM-TO-COLUMN WEB CONNECTION

# OF 3/4"O BOLTS ASTM

A325 PER TABLE S6

BEAM CL

1 1/2"4 @ = 6" SHOWN

CLIP ANGLE, L4X3X3/8

1 1/2"2"

LENGTH PER TABLE S6

1/4

CLIP ANGLE, L4X3X3/8

1 1/2"4 @ = 6" 2"1 1/2" 1/2"

BEAM, C10X15

COLUMN,

W10X33

1/2"

WEB STIFFENER,

PL 1/2"

TYP WEB STIFFENER DETAIL

1/4 1/4

COLUMN,

W10X33

2 5/8"

TYP

1 3/8"

TYP

TYP BEAM STUB DETAIL

IN WAY OF GUSSETS AT LEVEL 02 SHOWN

BEAM SHEAR SPLICE, SEE DETAIL

BEAM CL

GUSSET PL PER SCH

BEAM STUB WEB, PL 1/4",

CENTER WITH BEAM WEB

1/4 TYP1/4

MATCH BEAM bf

1/4 TYP1/4

1/4 1/4

BEAM STUB FLANGE, PL 1/2"

GUSSET NOT SHOWN

FOR CLARITY

1/4 1/4

45° BEAM PER PLAN

45°

MATCH BEAM

DEPTH, UNO

CUTOUTS ARE SAME AS

TYP WEB STIFFENER

1/2"COLUMN,

W10X33

T.O. STEEL

NOTE: THIS CONNECTION IS

ONLY USED WITH ROOF

FRAMING CONNECTIONS.

STAIR OPENING FRAMING CONNECTIONS

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SHEET

T.O. BEAM

EL. (24' - 5 31/32")

T.O. BEAM @ GRID

EL. 23' - 5"

T.O. BEAM

EL. (22' - 3 31/32")

PADEYE,

SEE DETAIL

PADEYE,

SEE DETAIL

BEAM, W8X10,

ROTATE TO MATCH

ROOF SLOPE, TYP

6" 12"

6 1/2"

10"

R 3 1/2"

O 2 1/2"

PADEYE DETAIL

PADEYE, PL 2"

ASTM A572 GR. 50

1/2"

TYP PADEYE CONNECTION DETAIL

BEAM, W10X19

METAL ROOF

DECK, CUT IN

WAY OF PADEYES

5/8 5/8

3/8

3/16

GUSSET

CLIP ANGLE,

SEE DETAIL 2

TOP PLATE, PL 1" x 13" x 9", CENTER OVER COLUMN

BRACE

COLUMN,

W10X33

BRACE

COLUMN,

W10X33

GUSSET

SHEAR TAB, SEE

DETAIL

EXTENDED SHEAR TAB,

SEE DETAIL 1

SHEAR TAB,

SEE DETAIL

BEAM, W12X35

BEAM, W10X19

SECTION - ROOF FRAMING AT GRID 4

NOTE: GRID 2 SIMILAR

TYP COLD-FORMED JOIST

1/16TYP 1/16

1-4 1-4

SOLID BLOCKING, DEPTH EQUAL

TO OR LESS THAN JOIST DEPTH

x 64 mil THK, FIT BETWEEN FIRST

TWO AND LAST TWO BAYS

WITHIN 6" OF JOIST HANGERS

AND AT CENTER OF JOISTS

1/16 TYP1/16

1-4 1-4

BRIDGING STEEL

STRAP 16 GA. x 3"

WIDE, CONTINUOUS

BETWEEN JOIST

BLOCKING

1/16 TYP1/16

NOTE: BLOCKING AND BRIDGING OF ALL COLD-FORMED JOISTS IS REQ'D.

SETS OF JOISTS THAT ARE PARALLEL AND START & STOP IN-LINE WITH

EACH OTHER MAY BE BLOCKED AND BRIDGED TOGETHER.

TYP COLD-FORMED JOIST BLOCKING & BRIDGING

COLD-FORMED JOIST

JOIST HANGER, A KNOWN

SOURCE IS SIMPSON S/HJCT

PER MFR

(4) #14 x 1" SCREWS

TYP JOIST-TO-BEAM DETAIL

TYP JOIST-TO-COLUMN WEB DETAIL

COLD-FORMED JOIST

JOIST HANGER, A KNOWN

SOURCE IS SIMPSON S/HJCT

(4) #14 x 1" SCREWS

COLUMN, W10X33

13"

PADEYE, CENTER

OVER COLUMN WEB

MT OF ENTIRE PARENT

MATERIAL OF PADEYE

PER MFR

TYP WEB STIFFENER

OR CONTINUITY PL

3/8 3/8

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NTS

SHEET

1/2"

R 1/2"

3/ 4"

1/2"

3/ 4"

BEAM TOP

FLANGE

BEAM

BOTTOM

FLANGE

TYP WELD ACCESS HOLE DETAIL

NOTE: SAME AS TYPE 'A' OF AISC SEISMIC DESIGN MANUAL

(2) DOUBLER

PLATES EACH

SIDE OF COLUMN,

SEE DETAIL

TYP MOMENT CONNECTION DETAIL

SEE DETAIL 1 ON SHEET S10 FOR 2-BOLT CONNECTION

1 1/4" 1/2"

1 1/4"

T.O. STEEL

EL. 11' - 10 1/8"

MOMENT CONNECTION DETAIL

IN WAY OF COLUMNS 2A, 2C, 4A & 4C AT LEVEL 02

1 1/2"4 @ = 6"

1/2"

CONTINUITY PLATE, PL 1/2"

COLUMN

PER PLAN

2 1/2"1 1/2"

1 1/2"

BEAM CL

1/4 1/4

CJP

30v

SHEAR TAB,

PL 3/8"

(3) 3/4"O BOLTS,

ASTM A325

BEAM, W12X35

BEAM, W10X19

EXTENDED SHEAR TAB

OR BEAM STUB WEB

1/16"

MAX

TYP

2 1/2"

TYP

(4) DOUBLER

PLATES, PL 1/4"

TYP CONTINUITY PL DETAIL

TYP DOUBLER PL DETAIL

COLUMN

PER PLAN

BEAM, W10X19

1/4 1/4

(2) 3/4"O BOLTS,

ASTM A325

R 1/2"

1 1/2"

EXTENEDED

SHEAR TAB, PL 3/8"

TYP 1/4

TYP DOUBLER-TO-CONTINUITY PLATES

C COLUMN WEBL

CONTINUITY PL OR

BEAM STUB FLANGE PL

TYP1/4

CONTINUITY PL

DOUBLER PL

MOMENT CONNECTION NOTES:

1. LOCATION OF MOMENT CONNECTIONS IS

INDICATED ON FRAMING PLAN VIEWS.

2. ONLY BEAMS FRAMING INTO COLUMNS SHOWN IN

MOMENT CONNECTION DETAILS FOR CLARITY.

BRACES AND GUSSETS NOT SHOWN.

3. THERMALLY CUT SURFACE ROUGHNESS SHALL

NOT EXCEED 500 �-in IN ACCORDANCE WITH ANSI B46.1.

4. BACKING AT BEAM FLANGES SHALL NOT BE

WELDED OR TACK WELDED TO THE BEAM FLANGE.

ATTACH THE BACKING ONLY TO THE COLUMN

FLANGE.

5. WELD TABS, WHERE USED, SHALL BE REMOVED IN

ACCORDANCE WITH AWS D1.8 CLAUSE 6.11.

6. WITH THE EXCEPTION OF CONTINUITY PLATE

WELDS, MT THE ENDS OF THE WELDS WHERE WELD

TABS ARE REMOVED.

1/4 1/4

1/16"

MAX

TYP

ALIGN CONTINUITY PLATES

WITH MOMENT FRAME

BEAM'S FLANGES, TYP

(2) CONTINUITY PLATES

EACH SIDE OF COLUMN,

SEE DETAIL

EXTENDED SHEAR TABS MAY BE PLACED ON

EITHER SIDE OF BEAM WEBS, BUT OPPOSING

TABS AT A COLUMN MUST BE LOCATED ON

THE SAME SIDE AS SHOWN HERE

1 3/8" TYP

2 5/8"

TYP

NOTE: IF NO EXTENDED SHEAR TAB

OR BEAM STUB WEB PRESENT, USE

A SINGLE DOUBLER PLATE

BETWEEN COLUMN FLANGES.

CJP

30v S8

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TYP MOMENT CONNECTION DETAIL

IN WAY OF COLUMNS 3A & 3C AT LEVEL 02

COLUMN,

W10X33

(2) DOUBLER

PLATES EACH

SIDE OF COLUMN,

SEE TYP DETAIL

BEAM STUB, SEE

DETAIL

BEAM STUB FLANGES ACT

AS CONTINUITY PLATES

BEAM, W12X35

T.O. STEEL

EL. 11' - 10 1/8"

NOTE: BRACES AND GUSSETS

NOT SHOWN FOR CLARITY.

SET BEAM STUB DEPTH

TO MATCH MOMENT

FRAME FLANGES

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S10

CODE 2370

ENGINEERING DIVISION

S10

TYP MOMENT CONNECTION DETAIL

IN WAY OF COLUMNS 1A, 1C, 5A & 5C AT LEVEL 02

S10

TYP MOMENT CONNECTION DETAIL

IN WAY OF COLUMNS 1B & 5B AT LEVEL 02

(4) CONTINUITY PLATES

COLUMN, W10X33

BEAM STUB FLANGES ACT

AS CONTINUITY PLATES

BEAM, W10X19

T.O. BEAM

EL. 11' - 10 1/8"

NOTE: BRACES AND GUSSETS

NOT SHOWN FOR CLARITY.

(2) CONTINUITY PLATES

BEAM, W10X19 BEAM, W10X19

COLD-FORMED JOIST

COLUMN,

W10X33

T.O. BEAM

EL. 11' - 10 1/8"

1 1/2"4 @ = 6"

2 1/2"1 1/2"

SIM SIM SIM

NOTE: MOMENT CONNECTIONS ALONG

GRIDS 1 AND 5 AT LEVEL 02 DO NOT

REQUIRE DOUBLER PLATES.

(2) 3/4"O BOLTS,

ASTM A325

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

GUSSET, PL 1/4"

WELD GAP

AS REQ'D

BRACE,

HSS4X4X3/16

S11

TYP GUSSET DIMENSIONING DETAIL

W.P.

BASE PLATE

BEAM STUB WEB

BEAM, W8X10

COLUMN, W10X33

GUSSET PL #1 PER SCH

1/4 1/4

BRACE1/4

1/4

WEB STIFFENER,

SEE DETAIL

S11

GUSSET PLATE CONNECTION DETAIL

IN WAY OF COLUMNS 2A, 2C, 4A & 4C AT GROUND LEVEL 01

BRACE CL

W.P.

GUSSET PL #9

PER SCH

BEAM CL

BRACE CL

BEAM-TO-COLUMN

MOMENT CONNECTION,

SEE DETAIL

1/4 1/4

S11

GUSSET PLATE CONNECTION DETAIL

IN WAY OF COLUMNS 1A, 1C, 5A & 5C AT LEVEL 02

BRACE

S11

GUSSET PLATE CONNECTION DETAIL

IN WAY OF COLUMNS 1A, 1C, 5A & 5C AT LEVEL 02

S10

COLUMN,

W10X33

3/16 3/16

2" 1/4"

GAP, T

BRACE

S11

TYP BRACE-TO-GUSSET CONNECTION

1/2" ERECTION BOLT

AS REQ'D, REMOVE

AFTER WELDING

BRACE CL

GUSSET PL

BEAM STUB TOP FLANGE, BASE

PL REPLACES BOTTOM FLANGE

BEAM STUB

PER DETAIL

BEAM

SHEAR

SPLICE

BEAM, W10X19

BEAM CL

1/4 1/4

COLUMN,

W10X33

GUSSET PL PER SCH

W.P.

BRACE

WEB STIFFENER,

SEE DETAIL 6

S11

GUSSET PL THK + 1/8"

GUSSET PL

SMOOTH TRANSITION

TO RADIUS

S11

TYP BRACE SLOT DETAIL

IN WAY OF GUSSET PL

BRACE

BEAM, W10X19

BEAM, W8X10

BRACED BAY #

BRACE SHAPE

# OF OCCURANCES

BAY HEIGHT (in)

BAY LENGTH (in)

APPROXIMATE BRACE LENGTH (in)

GUSSET LOCATION Bottom Top Bottom Top Bottom Top Bottom Top Bottom Top Bottom Top Bottom Top

GUSSET # 1 2 3 4 5 5 6 7 8 8 9 10 9 11

tgusset (in) 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4

A (in) 9.301 9.301 9.307 9.307 9.308 9.308 9.795 9.295 9.293 9.293 9.225 9.225

B (in) 15.403 19.646 16.688 14.923 15.040 15.040 20.733 18.134 18.301 18.301 12.170 12.170

L1 (in) 2.435 0.489 2.676 3.368 3.291 3.291 0.483 0.988 0.850 0.850 3.109 3.109

L2 (in) 7.917 10.039 8.235 7.353 7.427 7.427 10.881 9.345 9.448 9.448 6.722 6.722

Lb (in) 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000

S1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

S2 5.158 8.037 5.743 4.621 4.704 4.704 8.556 7.093 7.234 7.234 3.191 3.191

Weld Gap (in) 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2

Weld Size Brace-to-Gusset (in) 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16

Weld Size Beam-to-Gusset (in) 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4

Weld Size Column-to-Gusset (in) 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4

140.115

156.000

TABLE S11: GUSSET PLATE SCHEDULE

HSS4X4X3/16 HSS4X4X3/16 HSS4X4X3/16 HSS4X4X3/16 HSS4X4X3/16 HSS4X4X3/16 HSS4X4X3/16

2 2

120.000 120.000 120.000 120.000 120.000 156.000

125.833 140.115

BF-3 BF-4

4 2 2 2

130.813 152.958 151.833 126.958

BF-5 BF-6 BF-7BF-1 BF-2

S E

E D

E T

S E

E D

E T

183.042155.951 173.003 173.478 150.446 151.755 185.688

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

S12

TYP GUSSET PL CONNECTION DETAIL

IN WAY OF COLUMNS 2A, 2C, 4A & 4C AT ROOF

S12

GUSSET PL CONNECTION DETAIL

IN WAY OF COLUMNS 1B & 5B AT ROOF

S12

GUSSET PL CONNECTION DETAIL

IN WAY OF COLUMNS 3A & 3C AT LEVEL 02

BEAM STUB

HALF DEPTH

W.P.

BRACE CL

LBEAM C

PADEYE, SEE DETAIL

CLIP ANGLE, SEE

TYP DETAIL

BEAM, W10X19

COLUMN TOP PL

W.P.

WEB STIFFENER,

SEE DETAIL 6

BRACE

GUSSET PL PER SCH

BRACE CL

BRACE CL BR

1/4 TYP1/4

COLUMN,

W10X33 1/4 TYP1/4

BEAM, W10X19

BRACE CL

BEAM CL

W.P.

BRACE

GUSSET PL #11, SEE DETAIL

1/4 TYP1/4

BEAM, W10X19

9 13/16"

7 13/16"

13 3/4"

5 15/16"

6 5/8"

8 13/16"

5 7/8"5"

10 7/8"

4 1/8"

5 5/8"

S12

GUSSET PLATE #10 DETAIL

BF-6 UPPER GUSSET PLATE

S12

GUSSET PLATE #11 DETAIL

BF-7 UPPER GUSSET PLATE

GUSSET PL #10,

SEE DETAIL 4

S12 5 S12

BEAM, W10X19

COPE BEAM IN WAY OF TOP PLATE, TYP

GUSSET PL GUSSET PL

BRACE

LBEAM C

BEAM, W10X19

BRACE

COLUMN,

W10X33

BRACE

COLUMN,

W10X33

MATCH BEAM STUB

DEPTH TO TRANSVERSE

BEAM, SEE DETAIL 1

DOUBLER

PLATES

BEAM, W10X19

BEAM SHEAR SPLICE,

SEE DETAIL 8

WEB STIFFENERS

BRACE

BRACE BRACE

GUSSET PL PER SCH

GUSSET PL PER SCH GUSSET PL

PER SCH

GUSSET PL PER SCH

WEB STIFFENERS

1/4 TYP1/4

SHEAR TAB, TYP,

SEE DETAIL 3

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

A B C

S13

DECK PLATE PLAN

LEVEL 01

S13

DECK PLATE PLAN

LEVEL 02

PL 1/4" PL 1/4"

PL 1"

64" 8"

7'-9 1/4" 6'-8 3/4"

S14

1/4" 1/4"

1/4"

1/2"

GUSSET PL

COLUMN,

W10X33

BEAM

PER PLAN

DECK PLATE

PER PLAN

S13

TYP DECK PL DETAIL

IN WAY OF COLUMN

DIMENSIONS IN DECK PLATE

PLANS LOCATE EDGE OF

DECK PLATE TO GRID LINES

S15

PL 1/4"

S15

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CODE 2370

ENGINEERING DIVISION

NTS

SHEET

BEAM PER PLAN

DECK PLATE

PER PLAN

1/4

BEAM CL

JOIST CL

COLD-FORMED

JOIST PER PLAN

DECK PLATE,

PL 1/4"

S14

TYP DECK SPLICE DETAIL

IN WAY OF COLD-FORMED JOIST

S14

TYP DECK SPLICE DETAIL

IN WAY OF W-SHAPE BEAM

3/16

S14

TYP DECK PERIMETER DETAIL

IN WAY OF C-SHAPE BEAM

A B C

1/2" TYP

S14

DECK PLATE PLAN

ROOF

S14

DECK SPLICE DETAIL

IN WAY OF RAISED DECK

S14

TYP DECK PERIMETER DETAIL

IN WAY OF GUSSET PLATES

METAL ROOF DECK IS 1 1/2" x 16GA., TYPE B, GALVANIZED METAL. ATTACH DECK TO

SUPPORT MEMBERS WITH 1/2" EFFECTIVE

DIAMETER ARC SPOT WELDS IN A 36/4

PATTERN. SIDE LAPS SHALL BE CONNECTED

BY BUTTON PUNCH METHOD, MAXIMUM 24"

SPACING BETWEEN PUNCHES.

BEAM PER PLAN

S14

TYP DECK PERIMETER DETAIL

BEAM, C10X15

3/16

3/16 1-8

DECK PLATE

PER PLAN

3/16 1-8

GUSSET PLATE

PER SCH

3/16 1-8

DECK PLATE

PER PLAN

3/16 1-8 3/16 1-8

DECK PLATE

PER PLAN

3/16 1-8

1/4

3/16 1-8 3/16 1-8

DECK PLATE,

PL 1/4"

BEAM, W8X10

S14

TYP DECK PERIMETER DETAIL

IN WAY OF GIRTS AT DOORWAYS

DECK PLATE PER PLAN

GIRT

BEAM PER PLAN

DECK PLATE

PER PLAN

1/4

BEAM CL

JOIST CL

COLD-FORMED

JOIST PER PLAN

DECK PLATE,

PL 1/4"

S14

TYP DECK CONNECTION DETAIL

IN WAY OF COLD-FORMED JOIST

S14

TYP DECK CONNECTION DETAIL

IN WAY OF W-SHAPE BEAM

3/16

3/16 1-8 3/16 1-8

1/16 1/16

1-8 1-8

1/16 1-8 1/16 1-8

BEAM PER PLAN

DECK PLATE

PER PLAN

3/16 1-8 3/16 1-8

1/4"

8" 8"

4 1/4"

DECK PLATE, PL 1"

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S15

CODE 2370

ENGINEERING DIVISION

NTS

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File details come from the government source that posted it. Updated Nov 14, 2017.