N4008519R9186_G_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf

PDF 2 MB Posted Jun 6, 2019

Attached to: Industry Day on 19-20 June 2019 for P-409 Underwater Launch Test Facility (ULTF), Naval Support Activity Crane, Crane, IN
Solicitation number: N4008519R9186
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This special notice announces an industry day for a proposed Military Construction Project at Naval Support Activity Crane in Crane, Indiana. The project involves construction of an Underwater Launch Test Facility including a 130-foot deep pool, operational support building, warehouse building, water treatment facility, and mechanical and electrical building. Supporting facilities include site work, utilities, and environmental mitigation. The operational support building will provide a high bay area for equipment maintenance and low bay space for control centers, offices, and support areas. The warehouse building will be a steel structure with insulated metal walls and roof for vehicle storage. The water treatment facility will house equipment to maintain pool water quality. The mechanical and electrical building will house support equipment. Site work includes excavating the 130-foot pool, grading, paving, landscaping, and utility distribution. The Navy estimates the construction value to be between $25 million and $100 million. The industry day on June 19-20, 2019 at the Indianapolis airport will provide an overview of the project and an opportunity for questions. Preliminary design documents will be available for review starting June 5, 2019.

From the source

N4008519R9186_G_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf

View the file

Other files

File	Type	Posted
N4008519R9186 Amendment 0001.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 051-061_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 136-153_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 062-079_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 080-095_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 038-050_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
Amendment 0001.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 118-135_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 154-221_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
2019-12-04_VOL 1_SHEET 096-117_RFP PHASE I SUBMISSION.pdf	PDF	Dec 17, 2019
Sign-In Sheet.pdf	PDF	Dec 2, 2019
N4008519R9186_10038_20190415_Model.pdf	PDF	Jun 14, 2019
N4008519R9186_ULTF_-_Draft_Logs_061219.pdf	PDF	Jun 14, 2019
N4008519R9186_P-409_Industry_Day_Flyer_6-19-2019_Final.pdf	PDF	Jun 10, 2019
N4008519R9186_I_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_J_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_K_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_F_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_H_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_E_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_D_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_C_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_B_2019-04-24_CTF_Drawing_Set_OTS_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_A_2019-04-24_CTF_Drawing_Set_OT_Review.pdf	PDF	Jun 6, 2019
N4008519R9186_P-409_Industry_Day_Flyer_6-19-2019_KRS4.pdf	PDF	May 20, 2019

Show all 25

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

1 2 3 4 5 6

S-201 C1

S-201 C3

S-203 C1

BELOW BELOW

W12X26 W12X26 W12X26 W12X26

W12X26W12X26W12X26W12X26

W12X26

HSS12X4X3/8 HSS12X4X3/8 HSS12X4X3/8 HSS12X4X3/8

HSS12X4X3/8HSS12X4X3/8HSS12X4X3/8HSS12X4X3/8HSS12X4X3/8

18' - 4" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

116' - 8"

18' - 4"

PLATE AND CHANNEL OVERHANG FRAMING

TYP. PLATES AT MAXIMUM 8'-0" SPACING,

ADJUST AS REQ'D TO AVOID INTERFERENCE

W/ OTHER CONNECTIONS. COORD W/ARCH.

C1 S-506

C2 S-506

C1 S-506

C4 S-506

S-203 B1

W12X26

W12X26 W12X26 W12X26W12X26 W12X26 W12X26

W12X19

W12X26 W12X26

A1 S-506

NOTES:

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES

AND ABBREVIATIONS.

T/STEEL ELEVATIONS ARE AS FOLLOWS, UON:

PERIMETER GRIDS A, C, 1, 7 20'-5"

GRID B 28'-3"

GRID Z 14'-6"

(SEE ELEVATIONS FOR CLARIFICATION)

ROOF PANELS @ RIDGES ARE 5 ¾" THK INSULATED

METAL PANELS, SEE ARCH FOR ADDITIONAL INFO.

FASTEN TO ROOF PURLINS PER MFR INSTRUCTIONS.

DESIGN STEEL CONNECTIONS FOR THE FACTORED

REACTIONS SHOWN ON PLAN OR, FOR MOMENT

CONNECTIONS, IN DETAILS. IF NOT SHOWN ON

PLANS OR DETAILS, REFER TO GENERAL NOTES FOR

STEEL CONNECTION DESIGN REQUIREMENTS.

VERTICAL BRACES ARE INDICATED THUS

SEE ELEVATIONS FOR ADDITIONAL INFORMATION.

WALL GIRTS NOT SHOWN FOR CLARITY. SEE

ELEVATIONS.

► INDICATES MOMENT CONNECTION. SEE DETAIL

SHEETS FOR MORE INFORMATION.

ROOF PURLINS SHALL BE ROTATED SUCH THAT TOP

FLANGES ARE FLUSH WITH ROOF GIRDER TOP

FLANGES, AS SHOWN IN THE DETAILS.

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

WHS-S-103

288155

C R

E, IN

AMP AMP TBD

U C

A L

C R

A N

E U N

C H

C O

M M

-A

-S -1

U C

1/8" = 1'-0"A1 ROOF FRAMING PLAN

PLAN NORTH

8'4' 16'0

SCALE: 1/8"=1'-0"

K D

N D

R T

H E

/2 4/ stmurphy stmurphy Typewritten Text

CONCEPT DEVELOPMENT

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

CBA

T/STL ROOF - HIGH

28' - 3"

T/FTG

-3' - 0"

T/STL MEZZANINE

11' - 8 1/2"

S-505 C3

S-505 C1

S-506 C2

NOTE: BRACES

HSS 5X5X5/16

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

C B A

T/STL ROOF - HIGH

28' - 3"

T/FTG

-3' - 0"

T/STL MEZZANINE

11' - 8 1/2"

S-505 C3

S-505 C1

S-506 C2

NOTE: BRACES

HSS 5X5X5/16

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

CBA

T/STL ROOF - HIGH

28' - 3"

T/FTG

-3' - 0"

3" 4'

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

C B A

T/STL ROOF - HIGH

28' - 3"

T/FTG

-3' - 0"

3" 4'

NOTES:

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

COORDINATE ALL ELEVATIONS W/ARCHITECTURAL AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

DESIGN STEEL BRACE CONNECTIONS FOR THE FACTORED AXIAL

LOADS SHOWN ON THE ELEVATIONS. REFER TO GENERAL NOTES FOR

ADDITIONAL CONNECTION DESIGN REQUIREMENTS.

GUSSET PLATES NOT SHOWN FOR CLARITY. SEE DETAIL SHEETS FOR

MORE INFORMATION.

5. PROVIDE HORIZONTAL WALL GIRTS WITH SPACING INDICATED ON THE

ELEVATIONS AND SIZE AS FOLLOWS, WHERE "L" = SPAN LENGTH:

FOR L ≤ 20' C10X15.3

FOR 20' < L ≤ 26' C10X25

FOR 26' < L C10X30

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

WHS-S-201

288156

C R

E, IN

AMP AMP TBD

U C

N S

C R

A N

E U N

C H

C O

M M

-A

-S -2

U C

N S

1/8" = 1'-0"C1 GRID 1 FRAMING ELEVATION

1/8" = 1'-0"C3 GRID 7 FRAMING ELEVATION8'4' 16'0

SCALE: 1/8"=1'-0"

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"A1 GRID 1 WALL GIRT ELEVATION 8'4' 16'0

SCALE: 1/8"=1'-0" 1/8" = 1'-0"A3 GRID 7 WALL GIRT ELEVATION 8'4' 16'0

SCALE: 1/8"=1'-0"

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

T/STL ROOF - LOW

20' - 5"

1 2 3 4 5 6

T/FTG

-3' - 0"

S-505 C3

S-505 C1

S-505 C4

NOTE: BRACES

HSS 5X5X5/16

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

123456

T/FTG

-3' - 0"

3" 4'

NOTES:

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

COORDINATE ALL ELEVATIONS W/ARCHITECTURAL AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

DESIGN STEEL BRACE CONNECTIONS FOR THE FACTORED AXIAL

LOADS SHOWN ON THE ELEVATIONS. REFER TO GENERAL NOTES FOR

ADDITIONAL CONNECTION DESIGN REQUIREMENTS.

GUSSET PLATES NOT SHOWN FOR CLARITY. SEE DETAIL SHEETS FOR

MORE INFORMATION.

5. PROVIDE HORIZONTAL WALL GIRTS WITH SPACING INDICATED ON THE

ELEVATIONS AND SIZE AS FOLLOWS, WHERE "L" = SPAN LENGTH:

FOR L ≤ 20' C10X15.3

FOR 20' < L ≤ 26' C10X25

FOR 26' < L C10X30

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

WHS-S-202

288157

C R

E, IN

AMP AMP TBD

U C

N S

C R

A N

E U N

C H

C O

M M

-A

-S -2

U C

N S

1/8" = 1'-0"C1 GRID C FRAMING ELEVATION 8'4' 16'0

SCALE: 1/8"=1'-0"

8'4' 16'0

SCALE: 1/8"=1'-0"

1/8" = 1'-0"B1 GRID C WALL GIRT ELEVATION

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

T/STL ROOF - LOW

20' - 5"

1 2 3 4 5 6

T/FTG

-3' - 0"

3" 4'

O O

T/CONC SOG

0' - 0"

T/STL ROOF - LOW

20' - 5"

123456

T/FTG

-3' - 0"

T/STL MEZZANINE

11' - 8 1/2"

S-505 C3

S-505 C1

S-505 C4

NOTE: BRACES

HSS 5X5X5/16

NOTES:

SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES AND

ABBREVIATIONS.

COORDINATE ALL ELEVATIONS W/ARCHITECTURAL AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

DESIGN STEEL BRACE CONNECTIONS FOR THE FACTORED AXIAL

LOADS SHOWN ON THE ELEVATIONS. REFER TO GENERAL NOTES FOR

ADDITIONAL CONNECTION DESIGN REQUIREMENTS.

GUSSET PLATES NOT SHOWN FOR CLARITY. SEE DETAIL SHEETS FOR

MORE INFORMATION.

5. PROVIDE HORIZONTAL WALL GIRTS WITH SPACING INDICATED ON THE

ELEVATIONS AND SIZE AS FOLLOWS, WHERE "L" = SPAN LENGTH:

FOR L ≤ 20' C10X15.3

FOR 20' < L ≤ 26' C10X25

FOR 26' < L C10X30

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1/8" = 1'-0"

WHS-S-203

288158

C R

E, IN

AMP AMP TBD

U C

N S

C R

A N

E U N

C H

C O

M M

-A

-S -2

U C

N S

1/8" = 1'-0"B1 GRID A WALL GIRT ELEVATION

1/8" = 1'-0"C1 GRID A FRAMING ELEVATION 8'4' 16'0

SCALE: 1/8"=1'-0"

8'4' 16'0

SCALE: 1/8"=1'-0"

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

ISOLATION JOINT

SEE PLAN

CONCRETE SLAB

SEE PLAN FOR THICKNESS AND REINF

WALL FTG SEE PLAN

AND SCHED

INSULATED WALL PANEL

SEE ARCH

EXTERIOR GRADE OR

CONC SEE CIVIL

COL

VAPOR BARRIER AND

APPROVED SUBGRADE

SEE PLAN

STEEL WALL GIRT

SEE PLANS

T/SLAB EL

SEE PLAN

T/FTG EL

SEE PLAN

FDN WALL

AND FTG

CONC CURB

SEE PLAN

T/CURB EL

SEE PLAN

T/FDN WALL EL

SEE PLAN

INSULATION

PER ARCH

#5 CONT NOSING BAR

VIRGIN SOIL OR WELL-

COMPACTED FILL

L3X3X3/8 BASE

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1" = 1'-0"

WHS-S-301

288159

C R

E, IN

AMP AMP TBD

U C

O U

N D

N S

O N

C R

A N

E U N

C H

C O

M M

-A

-S -3

U C

O U

N D

N S

E C

N S

1" = 1'-0"C1 FDN WALL

WALL SCHEDULE

TYPE MARK THICKNESS LONGITUDINAL REINF COMMENTS

W1.0 12" (3) #5 CONT W/ 8" CURB

WALL FOOTING SCHEDULE

TYPE MARK WIDTH THICKNESS COMMENTS

WF1.0 3' - 0" 1' - 0"

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

CJ CJ

C J

STEEL COL & BASE PL

SEE PLAN AND SCHED

COL

C J

STEEL COL & BASE PL

SEE PLAN AND SCHED

COL

CONC PIER BELOW

SEE PLAN AND SCHED

INTERIOR COLUMN EXTERIOR COLUMN

CONC FDN WALL

SEE PLAN AND SCHED

CONC CURB ATOP FDN

WALL SEE PLAN AND

DETAILS

FULL-DEPTH ISOLATION

JOINT TOPPED WITH

ELASTOMERIC JOINT

SEALANT

FILL BOXOUT W/CONC.

MIN 2 DAYS AFTER SLAB

IS POURED

FILL BOXOUT W/CONC.

MIN 2 DAYS AFTER SLAB

IS POURED

TYP

TYP STEEL COL & BASE PL

SEE PLAN AND SCHED

COL

CONC PIER BELOW

SEE PLAN AND SCHED

CORNER COLUMN

CONC FDN WALL

SEE PLAN AND SCHED

CONC CURB ATOP FDN

WALL SEE PLAN AND

DETAILS

FULL-DEPTH ISOLATION JOINT TOPPED

WITH ELASTOMERIC JOINT SEALANT

FILL BOXOUT W/CONC.

MIN 2 DAYS AFTER SLAB

IS POURED

3" TYP

CONSTRUCTION JOINT,

SEE APPLICABLE DETAIL FOR

TYPE OF STRUCTURAL ELEMENTTYPICAL T & B

CLASS B TENSION SPLICE

SEE PLAN

POUR STRIP VARIES

NOTE:

1. PLACE CONCRETE IN POUR STRIP NO SOONER THAN 60 DAYS AFTER

ADJACENT CONCRETE HAS BEEN PLACED

FLOOR DRAIN FLANGE

T/ SLAB EL

SEE PLAN

1" D

O N

T H

K, SE

NOTE:

1. SEE ARCH, MECH AND PLUMBING FOR DRAIN SIZE , TYPE AND LOCATION.

RADIUS

2' - 0"

1 1/2" DEEP SAWCUT JOINT. FILL

WITH SEMIRIGID JOINT FILLER

SEE PLAN FOR SLAB REINF

3/4" DIA x 0'-10" LONG SMOOTH

DOWEL @ 12" OC. LIGHTLY OIL

FULL LENGTH OF DOWEL.

CONTRACTION JOINT

CONSTRUCTION JOINT

DRAINAGE COURSE

SEE PLAN FOR THK

2" C

T H

VAPOR RETARDER

DRAINAGE COURSE

SEE PLAN FOR THK

VAPOR RETARDER

SEE PLAN FOR REINF 0' - 3" 0' - 3"

2" C

T H

T/SLAB

PROVIDE 1/4" WIDE x 1" DEEP TOOLED

SLOT. FILL WITH SEMIRIGID JOINT FILLER

T/ SLAB EL

SEE PLAN

T/ SLAB EL

SEE PLAN

NOTE:

1. COORDINATE PAD LOCATIONS AND SIZE WITH ELECTRICAL & MECHANICAL

DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS

ROUGHEN TO 1/4" AMPLITUDE

& APPLY BONDING AGENT

ADHESIVE ANCHORS, REFER TO

EQUIP SHOP DRAWINGS FOR TYPE,

SIZE, PROJECTION AND LOCATION.

MIN 3" EMBEDMENT INTO SOG.

#3 @ 12" OC

MIN

0' - 6"

SEE NOTE 1

T/ SLAB EL

SEE PLAN

1" CHAMFER, TYPTY

2" C

4" M

TYP

1' - 0"

SONOTUBE OR EQUAL,

ID MIN 2" LARGER

THAN PIPE

UTILITY PIPE TO

& FROM BUILDING

FILL PIPE TRENCH W/

LEAN CONC FILL TO

BOTTOM OF FOOTING

BUILDING WALL &

FOOTING, SEE PLAN

MIN

6" M

SECTION A-A

HAIRPIN DOWELS TO

MATCH SIZE & SPACING

OF LARGER HORZ BAR

TENSION SPLICE

1'-0" MIN

STD HK

N S

1'-0" MIN

STD HK

CONT HORZ BARS

HOOK HORZ BARS OR

PROVIDE DOWELS AT

SAME SIZE & SPACING

TENSION SPLICE

0" TYP

5' - 0" 20'-0" MAX BETWEEN

CONSTRUCTION JOINT

SEE TYPICAL WALL

CONSTRUCTION JT

DETAIL

WATERPROOFING,

SEE ARCH

WATERSTOP

CLASS B

TENSION SPLICE

0' - 1 7/16"

- 2

0' - 2 1/ 32" 3/8"

8"FORMED JOINT

FILLED W/ SEALANT

EACH FACE OF WALL

BOND BREAK TAPE

EXTERIOR FACE OF WALL

INTERIOR FACE OF WALL

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-501

288160

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSC1 COLUMN ISOLATION JOINT DETAILS

NTSB1 TYPICAL POUR STRIP DETAIL

NTSA1 SLAB ON GRADE FLOOR DRAIN

NTSB4 SLAB-ON-GRADE JOINT DETAILS

NTSB2 INTERIOR EQUIPMENT PAD DETAIL

NTS1 UTILITY PIPES UNDER WALL FOOTINGS

NTS2 TYPICAL WALL BOUNDARIES

NTS3 WALL JOINT DETAIL

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

TIES, SEE

SCHEDULE

BRACE

COL COL

COL

TIES, SEE

SCHEDULE

COL

STD HOOK

#4 @ 12", TYP

SLAB ON GRADE

SCHEDULED FOOTING

BASE

T/ SLAB EL

SEE PLAN

T/ FTG EL

SEE PLAN

SCHEDULED BASE PLATE.

NON-SHRINK GROUT

NUTS WITH PLATE WASHERS

LEVELING NUTS WITH

PLATE WASHERS

SCHEDULED BOT

FOOTING REINF TY

P 0'

TYP

0' - 3" CLR

BLOCK OUT FOR

SHEAR LUG WHERE

REQUIRED

B/ BASE PL

EL = T/FTG + 1 1/2"

COL

VAPOR RETARDER

NOTES:

1. SEE PLAN FOR DIMENSIONAL ORIENTATION OF NON-SQUARE FOOTINGS

2. SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING

3. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS, UNLESS NOTED OTHERWISE

4. DISTRIBUTE SHORT BARS AS REQUIRED BY ACI 318 PARAGRAPH 15.4.4.2

SCHEDULED TOP REINF.

1" ISOLATION JOINT EA SIDE

SCHEDULED PIER REINF

STEEL COLUMN, SEE PLAN

SCHEDULED PIER

NON-SHRINK GROUT

SCHEDULED FOOTING

T/ FTG EL

SEE PLAN

T/ PIER EL

SEE PLAN

2" 0'

BLOCK OUT FOR SHEAR

LUG WHERE REQUIRED

S C

R 0'

COL

STD HOOK, TYP

BASE PLATE SEE DETAILS

ANCHOR RODS SEE DETAILS

NOTE: CONT FDN

WALL AND WALL FTG

NOT SHOWN FOR

CLARITY. SEE TYP

DETAILS AND EXTEND

REINF THROUGH PIER

AND PIER FTG.

X X

D C

O L

STEEL POST

SEE PLANS

CONC PEDESTAL

SEE PLANS AND SCHED

CONC FTG

SEE PLAN AND SCHED

FOR DIM AND REINF

EXTEND REINF

INTO FTG

#XXX TIES WITH SPACED

MAX XXX"

ISOLATION JOINT

COL

APPROVED SUBGRADE

SEE PLAN

T/FTG EL

SEE PLAN

T/PAVEMENT

SEE CIVIL

EXTERIOR PAVEMENT SLAB

SEE CIVIL

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-502

288161

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSC4 CONCRETE PIER DETAIL

3/4" = 1'-0"C1 FOOTING DETAIL AND SCHEDULE

NTSC2 PIER DETAIL AND SCHEDULE

FOOTING SCHEDULE

TYPE MARK

FOOTING SIZE

SHORT BARS LONG BARS COMMENTSLENGTH WIDTH THICKNESS

F3.0 3' - 0" 3' - 0" 1' - 0" (3) #5 T&B (3) #5 T&B F5.0 5' - 0" 5' - 0" 1' - 0" (5) #5 T&B (5) #5 T&B F6.0 6' - 0" 6' - 0" 1' - 0" (6) #5 T&B (6) #5 T&B F7.0 7' - 0" 7' - 0" 1' - 0" (7) #5 T&B (7) #5 T&B

PIER SCHEDULE

TYPE MARK LENGTH WIDTH VERT REINF TIES COMMENTS

P1.0 2' - 10" 2' - 4" (8) #8 #4 @ 12" 0C PROVIDE (2) #4 ADDL @ TOP

P2.0 3' - 8" 2' - 4" (10) #8 #4 @ 12" 0C PROVIDE (2) #4 ADDL @ TOP

P3.0 2' - 10" 2' - 8" (8) #8 #4 @ 12" 0C PROVIDE (2) #4 ADDL @ TOP

P4.0 3' - 8" 2' - 8" (10) #8 #4 @ 12" 0C PROVIDE (2) #4 ADDL @ TOP

P5.0 1' - 8" 1' - 8" (8) #8 #4 @ 12" 0C PROVIDE (2) #4 ADDL @ TOP

1" = 1'-0"1 CANOPY COL BASE

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

T/ FTG OR PIER EL

SEE PLAN

BASE PLATE, SEE DETAILS.

B/ BASE PLATE EL = T/ FTG OR PIER EL + 1 1/2"

PROVIDE 1/4" THICK MASTIC COATING ON

EXPOSED PORTIONS OF BASE PLATE, ANCHOR

RODS AND COLUMN BELOW TOP OF SLAB TO

PREVENT CORROSION

NON-SHRINK

GROUT

ANCHOR ROD,

SEE DETAILS

LEVELING NUTS WITH PLATE

WASHERS OR SHIM

COL

NUTS WITH PLATE WASHERS; WASHER

SIZE 1/2" THK x 3" x 3"; HOLE ON WASHER =

DIA OF ANCHOR ROD + 1/16"

TACK WELD NUT TO

ANCHOR ROD

D M

3/8 3/8

0' - 1"

LUGSEE BASE PL DETAILS SEE BASE PL DETAILS

(4) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

SHEAR LUG

SEE

NOTES:

1. SET AND SECURE ANCHOR RODS WITH TEMPLATES PRIOR TO PLACING CONCRETE.

2. PROVIDE 1/2" MINIMUM EXTENSION OF ANCHOR RODS ABOVE TOP NUT.

3. INSTALL GROUT AFTER COLUMN HAS BEEN PLUMBED AND PRIOR TO ERECTION OF ROOF STEEL FRAMING.

4. PIER OUTLINE AND PIER REINFORCEMENT SHOWN FOR COORDINATION PURPOSES; SEE PIER DETAILS FOR ADDITIONAL INFO; PLACE VERTICAL PIER REINF TO AVOID INTERFERENCE WITH ANCHOR RODS AND NUTS.

1' - 8"

2' - 4"

1' - 8"

2' - 8"

2' - 0"

COL

EQ EQ

2' - 4"

COL

5" 1'

CL PIER,

PLATE

EQ EQ

0' - 2" TYP 0' - 2" TYP

EQ EQ

COL

CL PIER, PLATE

1' - 2" 0' - 2" 1' - 4"

0' - 10" 0' - 2" 1' - 0"

2' - 8"

2' - 0"

COL

5" 1'

CL PIER,

PLATE

0' - 2" TYP

1' - 2" 0' - 2" 1' - 4"

0' - 10" 0' - 2" 1' - 0"

CL PIER, PLATE

0' - 2" TYP

9" 1'

5/16 5/16 5/16 5/16

BASEPLATE TYPE 1 (MARK BP1) BASEPLATE TYPE 2 (MARK BP2)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

BASEPLATE TYPE 3 (MARK BP3)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

BASEPLATE TYPE 4 (MARK BP4)

NOTE: PROVIDE ANCHOR TENSION

REINFORCEMENT

(8) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

(6) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

(8) 3/4" DIA. ANCHOR RODS,

10" EMBEDMENT, PLATE

HOLES 1 5/16" DIA.

1" THK BASEPLATE 1" THK BASEPLATE 1" THK BASEPLATE

1" THK BASEPLATE

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-503

288162

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSB3 ANCHOR ROD

NTSC3 BPL W/ SHEAR LUG

COLUMN SCHEDULE

TYPE MARK TYPE CAP PLATE THK COMMENTS

C1.0 W18X50 C2.0 W18X60

C3.0 HSS4X4X3/16 3/8"

C4.0 HSS4X4X3/8 3/8"

1" = 1'-0"1 BASEPLATE CONFIGURATIONS

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

NOTES:

1. PROVIDE EITHER STANDARD AISC SINGLE PLATE OR DOUBLE ANGLE CONNECTIONS.

2. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

COL

DOUBLE ANGLE SHEAR

CONNECTION W/ HS BOLTS,

SHORT SLOTTED HOLES IN

ANGLES & STD HOLES IN BEAM

D /2

SOG

SEE PLAN

METAL STAIR STRINGER

BY OTHERS

L3X2X¼ CONN WITH ½" BOLT TO

STRINGER AND ½" ANCHOR TO SOG.

PROVIDE OVERSIZED OR SLOTTED

HOLE, WELD WASHER AFTER

PLACEMENT.

NOTE: AVOID REBAR WHEN

INSTALLING ANCHOR

T/CONC, SEE PLANS

METAL DECK, SEE PLANS

STEEL BEAM, SEE PLANS

METAL STAIR

STRINGER, BY OTHERS

STEEL L-SHAPE, SEE PLANS

P = 3 kip

NOTE: DESIGN CONX

FOR 3 KIP

T/STL

3/8" CAP PLATE

MIN

0' - 1 1/2"

MAX

0' - 2 15/16"

SINGLE PLATE SHEAR

CONNECTION W/ HS

BOLTS IN STD OR SHORT

HORZ SLOTTED HOLES

COL

NOTES:

1. SEE PLANS & STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

D /2

NOTES:

1. DESIGN CONNECTION TO BEAM WEB TO RESIST V = R AND M = R x e

COL

BEAM WEB

LINE OF REACTION (R)

e e

BOLTS OR

CENTROID OF WELD

BOLTS OR

CENTROID OF WELD

COLUMN, SEE PLAN

STEEL BEAM,

SEE PLAN

1/4 1/4

TYP

CJP

SECTION A-A

5/8" THICK STIFFENER

PLATE BOTH SIDES

CJP WEB TO WEB

STANDARD AISC DOUBLE

ANGLE CONNECTION

BEAM, SEE PLAN

SUPPORT BEAM

REACTIONS, SEE PLAN AND

GENERAL NOTES

IF CONNECTING BEAM

DEPTHS ARE UNEQUAL,

COPE SHALLOWER BEAM

AS REQUIRED TO CLEAR

BOLTS FROM DEEPER

BEAM ON OPPOSITE SIDE

T/ STL EL

SEE PLAN

0' - 0 1/2"

3 SIDE, TYP

WEB THICKNESS

STEEL BEAM,

SEE PLAN

SINGLE PLATE SHEAR

CONNECTION

HS BOLTS IN STD OR SHORT HORZ

SLOTTED HOLES AS REQD TO

SUPPORT DESIGN SHEAR LOAD.

MIN NUMBER OF ROWS PER

STRUCTURAL STEEL NOTES

NOTES:

1. PROVIDE SINGLE PLATE CONNECTION IN ACCORDANCE WITH AISC STANDARD.

2. A SPANDREL MEMBER IS DEFINED AS ANY MEMBER WITH MEMBERS FRAMING IN

FROM ONE SIDE ONLY (THAT IS, BEAMS OR GIRDERS ON BUILDING PERIMETER,

AROUND STAIRS AND SHAFTS, ETC).

3. SEE PLANS AND STRUCTURAL STEEL NOTES FOR FACTORED DESIGN REACTIONS.

T/ STL EL

SEE PLAN

T/CONC

SEE PLAN

STEEL BEAM

SEE PLAN

CONC ON METAL DECK

SEE PLAN

FOR B ≤ 4" USE L 3½ X 3½ X 3/8

FOR B > 4" USE 3 1/2" x B x 3/8"

BENT PLATE

WWF

SEE PLAN

STEEL COLUMN, SEE PLANS

GARAGE DOOR MECH OPENER BY

OTHERS. COORD W/ ARCH AND

DOOR MANUFACTURER

BUILT-UP STEEL BEAM W/

(2) C10X30 AND W12X45

STEEL POSTS, SEE XXX

WALL GIRT, SEE PLANS

GARAGE DOOR

L 3X2X¼

STEEL ROOF PURLINS

SEE PLAN

(2) 3/16" THK BENT PL

FASTEN EA TO HSS W/(2) XXX

TEKS SELF-DRILLING SCREWS

NON LOAD BRG

LT GA STUD WALL

SEE ARCH

INSULATED METAL ROOF PANEL

SEE ARCH

LT. GA. DEFLECTION TRACK

WEB STIFFENER

CONC SLAB

SEE PLAN FOR THICKNESS AND REINF

MIN XXX" DIA ANCHOR @ MAX XXX" O.C.LT GA TRACK TO MATCH

STUDS SEE ARCH

HSS 3X1X3/16 @ X'-XX" OC

(LAY FLAT)

TYP

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-504

288163

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSA2 BEAM TO COL FLANGE SHEAR CONN

1" = 1'-0"A1 STAIR CONN @ BOTTOM

1" = 1'-0"B1 STAIR CONN @ TOP

NTSC2 GIRDER TO HSS COL - SHEAR CONN

NTSC1 BEAM TO COL SHEAR CONN

NTSB2 KINKED BEAM (TYP @ ROOF GIRDERS)

NTSD1 SHEAR CONN BEAM TO BEAM

NTSD2 SHEAR CONN AT SPANDREL

1" = 1'-0"D4 DECK EDGE

1" = 1'-0"B4 BACKUP BEAM AT GARAGE

NTSA4 NON LOAD BRG WALL ATTACHMENT

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

HSS BRACE

COLUMN BASE PLATE

GUSSET PLATE

1/4" CAP PLATE ON BOTH

SIDES OF GUSSET PL,

TYP (ALL HSS ENDS UON)

B/ BASE PL EL

SEE PLAN

ERECTION BOLT

COL

STEEL COL, SEE PLAN

STEEL BEAM, SEE PLAN

GUSSET PLATE

1/4" CAP PLATE ON

BOTH SIDES OF

GUSSET PL, TYP (ALL

HSS ENDS UON)

T/ STL EL

SEE PLAN

BEAM

COL

DIAGONAL BRACE

GUSSET PLATE (t = 1/2" MIN) COORDINATE

GUSSET PLATE SIZE AND CONFIGURATION

WITH ARCH & MECH REQUIREMENTS

CONNECTION TO DEVELOP

BEAM REACTION, IF

BOLTED USE SC BOLTS

SC CONNECTIONS,

SEE NOTE 3

ERECTION BOLT

STEEL COL, SEE PLAN

STEEL BEAM, SEE PLAN WP

1/4" CAP PLATE ON BOTH

SIDES OF GUSSET PL,

TYP (ALL HSS ENDS UON)

T/ STL EL

SEE PLAN

BEAM

COL

GUSSET PLATE

DIAGONAL BRACE

GUSSET PLATE (t = 1/2" MIN) COORDINATE

GUSSET PLATE SIZE AND CONFIGURATION

WITH ARCH & MECH REQUIREMENTS

ERECTION BOLT

WELDS OR HS BOLTS

CONNECTIONS TO

DEVELOP BEAM REACTION

SC CONNECTIONS,

SEE NOTE 3

W.P.

1/4" CAP PLATE ON BOTH

SIDES OF CONNECTION PL,

TYP (ALL HSS ENDS UON)

NS & FS

TYP

HSS BRACES (TYP), ONE

BRACE CONTINUOUS AS

SHOWN

STEEL KNIFE PLATE

1/8

TYP

NOTES (APPLICABLE TO ALL DETAILS THIS SHEET):

1. CONNECTION DESIGN, PLATES, BOLTS AND WELDS SHALL ACCOUNT FOR ANY ECCENTRICITIES.

2. BRACING SHOWN IS SCHEMATIC, SEE BRACING ELEVATIONS FOR MEMBER TYPE, SIZE AND SLOPE.

3. GUSSET PLATE TO BEAM AND COLUMN CONNECTIONS SHALL DEVELOP THE REQUIRED FORCES

AS DETERMINED USING THE UNIFORM FORCE METHOD OF AISC-360 PART 13.

STEEL COLUMN, SEE PLANS

STEEL GIRDER, SEE PLANS

STEEL PURLINS, SEE PLANS

3/8" STIFFENER PLATE

NOTE: GIRDER, PURLIN, AND

PLATE ARE ROTATED

STEEL BRACE,

SEE PLANS

T/STL

SEE PLAN

COL

SECTION: SXXX

COL

STEEL BEAM, SEE PLANS

STEEL COLUMN, SEE PLANS

2X2X¼ KNEE BRACE

2' - 0"

L 2X3X¼ BOLT TO BEAM,

WELD TO BRACE

STEEL COLUMN, SEE PLANS

STEEL GIRDER, SEE PLANS

GUSSET PLATE

STEEL BRACE, SEE PLANS

STEEL HSS BEAM, SEE PLANS

ROOF PURLINS, SEE PLANS

COL

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-505

288164

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSC1 BRACE AT BASE

NTSB3 BRACE CONN AT COLUMN FLANGE

NTSB1 BRACE CONN AT COLUMN WEB

NTSC3 BRACE INTERSECTION

1" = 1'-0"C4 BRACE AT ROOF GIRDER

NTSA3 KNEE BRACE

1" = 1'-0"B4 SLOPED BRACE

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

INSULATED ROOF

SEE ARCH

CHANNEL BETWEEN

PLATES, SEE PLANS

STEEL BEAM, SEE PLANS

PRE-FINISHED INSULATED

METAL WALL PANEL

SEE ARCH

WELDED CONNECTION,

SEE PLANS

STRUCTURAL L-SHAPE

STEEL PLATE

NOTE: COORD PLATE W/ ARCH

MAX 3' - 6"

0' - 5"

0' - 6"

ROOF PANEL, SEE ARCH

STEEL COLUMN,

SEE PLANS

XXX" THK STEEL CAP PLATE ROOF GIRDER, SEE PLANS

RAKE FRAMING CHANNELS BETWEEN PLATES

STEEL PLATE RAKE FRAMING, SEE XXX

CJP, SEE XXX

CJP

COL

WALL GIRTS, SEE PLANS

10" 3/16"

STEEL CAP PLATE

SEE COL SCHEDULE

INSULATED METAL PANELS

SEE ARCH

COL

STEEL COLUMN

SEE PLAN

STEEL GIRDER

SEE PLAN

STEEL ROOF PURLIN

W/STANDARD AISC

SHEAR CONNECTION

SEE DETAILS AND PLAN

SEE ARCH FOR SOFFIT

MAKEUP

3/16"

STEEL GIRT

SEE PLANS

3/8" THICK STEEL PLATE

@ 8'-0" OC MAX

C9X13.4 BETWEEN PLATES

TO SUPPORT ROOF PANELS

3/16"

STIFFENER PLATES NS & FS

THICKNESS TO MATCH

COLUMN FLANGE

STEEL HSS TUBE

BETWEEN GIRDERS

SEE PLAN

L4X4X3/8

MAX 1' - 9"

COORD W/ ARCH

STEEL CAP PLATE

SEE COL SCHEDULE

INSULATED METAL PANELS

SEE ARCHCOL

STEEL COLUMN

SEE PLAN

STEEL GIRDER

SEE PLAN

STEEL ROOF PURLIN

W/STANDARD AISC

SHEAR CONNECTION

SEE DETAILS AND PLAN

SEE ARCH FOR SOFFIT

MAKEUP

3/16"

STEEL GIRT

SEE PLANS

C9X13.4 BETWEEN PLATES

TO SUPPORT ROOF PANELS

3/16"

STIFFENER PLATES NS & FS

THICKNESS TO MATCH

COLUMN FLANGE

STEEL HSS TUBE

BETWEEN GIRDERS

SEE PLAN

L4X4X3/8

C9X13.4 BETWEEN PLATES

TO SUPPORT ROOF PANELS

½" PLATE WITH (4) ¾" Ø BOLTS

ROOF PURLIN

SEE PLANS

ROOF PANEL

SEE ARCH

ROOF GIRDER

SEE PLANS

STEEL COL W/

CAP PLATE

SEE PLANS

TRIM & FURRING CHANNELS

SEE ARCH

SEE SXXX FOR

CONN DETAILS

ROOF END BEAM

SEE PLANS

L2X3X3/16 T&B W/ (1) ½"

BOLTS SPACED XXX"

SHEAR SPLICE W/

(3) XXX BOLTS EA SIDE

CANOPY EDGE BEAM

SEE PLANS

½" CAP PLATE

W/ (4) XXX BOLTS STEEL POST

SEE PLANS

XXX" STIFFENER PLATE

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

1" = 1'-0"

WHS-S-506

288165

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

1" = 1'-0"C1 TYP RAKE CONN

1" = 1'-0"C2 ROOF PEAK

1" = 1'-0"C4

ROOF GIRDER MOMENT CONNECTION

AND EAVE DETAIL

1" = 1'-0"A4 SHED ROOF CONNECTION @ MAIN BLDG

1" = 1'-0"A2 SHED ROOF CONNECTION @ LOW POINT

1" = 1'-0"A1 CANOPY AT COLUMN

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

INSULATED

METAL PANEL

PLAN

SECTION

4" M

1'-0" MAX

INSULATED METAL PANEL

18 GAGE GALV PLATE

#12 SCREWS @ 8" OC MAX

EXTEND PL TO OVERLAP

TOP OF PANEL BY MIN 2"

NOTES:

1. REFER TO ARCH AND MEP DWGS FOR OPENING SIZE AND LOCATION.

2. FOR OPENING LARGER THAN 1'-0" IN ANY DIRECTION PROVIDE

FRAMING PER DETAIL XXX / S-XXX

0' - 2"

L4x4x3/8x0'-6"

CLIP TYP

ANGLE SIZE

SEE NOTE 2

OPENING

NOTES:

1. COORD SIZE AND LOCATION OF OPENING AND FRAME W/ACTUAL EQUIPMENT FURNISHED.

2. FRAME ANGLE SIZES: (GREATER OF SPAN A OR B):

0'-0" TO 2'-0" = L3x3x1/4" 2'-0" TO 5'-0" = L4x3 1/2x5/16" LLV 5'-0" TO 10-0" = L5x3 1/2x3/8" LLV

SUPPORT SUPPORT

3/16

TYP

3/16

TYP

SUPPORT ANGLE AROUND OPENING INSULATED METAL ROOF

PANEL SEE ARCH

PLAN

SECTION A-A

20 GA TUBE OR CHAN ALL SIDES OF OPNG

COORDINATE DEPTH AND TYPE TO ACHIEVE

ADEQUATE ATTACHMENT PER PANEL

MANUFACTURER AND SEALANT PER ARCH

NOTES:

1. COORD SIZE AND LOCATION OF OPENING AND FRAME W/ACTUAL EQUIPMENT FURNISHED.

2. FRAME ANGLE SIZES: (GREATER OF SPAN A OR B):

0'-0" TO 2'-0" = L3x3x1/4" 2'-0" TO 5'-0" = L4x3 1/2x5/16" LLV 5'-0" TO 10-0" = L5x3 1/2x3/8" LLV

SUPPORT ANGLE AROUND OPENING INSULATED METAL WALL

PANEL SEE ARCH

ELEV

SECTION A-A

20 GA TUBE OR CHAN ALL SIDES OF OPNG

COORDINATE DEPTH AND TYPE TO ACHIEVE

ADEQUATE ATTACHMENT PER PANEL

MANUFACTURER AND SEALANT PER ARCH

ANGLE SIZE

SEE NOTE 2

OPENING

WALL GIRT

3/16

TYP

3/16

TYP

WALL GIRT

L4x4x3/8x0'-6"

CLIP TYP

3/16

TYP

3/16" L6X4X3/8

(4) 1/2" Ø BOLT EVENLY SPACED

W/ MIN 3/4" EDGE DISTANCE

WALL GIRT, SEE PLANS

POST, SEE PLANS

0' - 8"

0' - 1" 0' - 2"

A-A

STEEL COL, SEE PLANS

WALL GIRTS, SEE PLANS

L3X3X3/8 CONNECTED TO

GIRTS W/ (4) ½" Ø BOLTS

(2) ½" BOLTS EA SIDE

0' - 1" 0' - 1 1/2"

0' - 7 1/2"

A-A

L3X3X3/8

STEEL COLUMN, SEE PLANS

L3X3X3/8"

WALL GIRT, SEE PLANS

INSULATED WALL PANEL,

SEE ARCH

P R

A R

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

1 2 3 4 5

D E

N T

O F

N A

S E

N G

G C

O M

M A

N D

<<PM/DM>>

BRANCH MANAGER

CHIEF ENG/ARCH

<<XX>>

JACOBS ENGINEERING GROUP INC.

412 MT. KEMBLE AVENUE

MORRISTOWN, NJ 07960

PHONE: (973) 267-0555

1 2 3 4 5

As indicated

WHS-S-507

288166

C R

E, IN

AMP AMP TBD

U C

C R

A N

E U N

C H

C O

M M

-A

-S -5

U C

NTSC1 METAL PANEL PENETRATION (<12")

NTSC2 ROOF PANEL PENETRATION FRAMING

NTSC3 WALL PANEL PENETRATION FRAMING

1" = 1'-0"B3 OPENING FRAMING

1" = 1'-0"A1 WALL GIRT @ CORNER

K D

N D

R T

H E

/2 4/ stmurphy stmurphy

7654321

PARTS STORAGE

WAREHOUSE

SHOP

TOILET

COMM. RM.

ELEC. RM.

JAN. CL.

OPEN SHED

TD 57'

TD 42'

TD 43'