1603164dwg02of03.pdf

06-25-20

W12X26

TOF X' - X"

FRAMING SIZE

X

TOP OF FOUNDATION

COLUMN GRID MARK

KEY NOTE

TOC X' - X" TOP OF CONCRETE

X" TOP OF SLAB

SPOT ELEVATION

(*) INDICATES DIMENSION TO BE

VERIFIED PRIOR TO FABRICATION

AND CONSTRUCTION.

TYPICAL NOTES AND DETAILS ARE PROVIDED TO COVER GENERAL

CONSTRUCTION CONDITIONS. THE GENERAL CONTRACTOR SHALL FOLLOW

THOSE DETAILS AND NOTES PERTAINING TO THE SPECIFIC NATURE OF THE

WORK TO BE PERFORMED.

THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,

AND EXISTING CONDITIONS (WHERE APPLICABLE) AT THE JOB SITE AS WELL

AS THE PROVISIONS OF THE ENTIRE CONSTRUCTION DOCUMENTS AND

BRING TO THE ENGINEER ATTENTION ANY DISCREPANCY. IN THE EVENT OF A

DISCREPANCY IN THE STRUCTURAL CONSTRUCTION DOCUMENTS, THE NOTE

OR DETAIL UTILIZING THE MORE STRICT REQUIREMENT SHALL APPLY.

IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DESIGN AND

PROVIDE ADEQUATE SHORING, BRACING, FORMWORK, ETC. AS REQUIRED FOR

PROTECTION OF LIFE AND PROPERTY, TO SUPPORT ANY CONSTRUCTION LOADS,

AND TO MAINTAIN ALL BUILDING COMPONENTS SAFELY IN PLACE PRIOR TO THEIR

FINAL ASSEMBLY AND ANCHORAGE INTO THE COMPLETED STRUCTURE.

REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,

PROCESS, AND ALL OTHER PERTINENT DRAWINGS FOR THE SIZE AND LOCATIONS

OF PIPE, VENT, DUCT, AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THE

STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND

COORDINATED BY THE CONTRACTOR.

SHOP DRAWINGS ARE AN AID FOR FABRICATION AND INSTALLATION AND ARE

SUPERSEDED BY THE STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR MAKING CERTAIN THAT ALL CONSTRUCTION IS IN FULL

AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SHOP DRAWING

REVIEWS BY THE STRUCTURAL ENGINEER ARE FOR GENERAL CONFORMANCE

ONLY AND DO NOT GUARANTEE THAT THE SHOP DRAWINGS ARE CORRECT.

SHOP DRAWINGS THAT HAVE BEEN CREATED OR COPIED FROM PARTS OF THE

DESIGN DRAWINGS WILL BE REJECTED UPON ARRIVAL AND RETURNED

WITHOUT REVIEW.

INTERNATIONAL BUILDING CODE, 2015 EDITION

UFC 1-200-01

UFC 3-301-01

UFC 3-310-04

UFC 4-010-01

ACI 318-14

ACI 530-13

ASCE 7-10

AISC 360-10

MCO 5530.14A

LIVE LOADS:

ROOF = 20 PSF

FLOOR = 125 PSF U.N.O.

SNOW LOADS:

GROUND SNOW LOAD (P ) = 10 PSF

ROOF SNOW LOAD (Pmin) = 7 PSF

SNOW EXPOSURE FACTOR (C )= 1.0

SNOW LOAD IMPORTANCE FACTOR (I) = 1.0

THERMAL FACTOR (C ) = 1.0

ROOF SLOPE RACTOR (C ) = 1.0

g e t s

WIND LOADS:

WIND SPEED (Vult/Vasd) = 140/109 MPH

EXPOSURE FACTOR = C

INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED BUILDING)

SEISMIC LOADS:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR (Ie) = 1.0

SITE CLASS = D

RESPONSE MODIFICATION FACTOR = 3.0

SPECTRAL RESPONSE COEFFICIENTS:

SS = 0.15

S1 = 0.07

SDS = 0.160

SD1 = 0.112

SEISMIC DESIGN CATEGORY = B

BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

DESIGN BASE SHEAR = 50 KIPS

RESPONSE MODIFICATION COEFFICIENT = 3 (ASSUMED - FINAL PER PEMB

SUPPLIER)

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

G4. SOILS & FOUNDATIONS

FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM ALLOWABLE BEARING

PRESSURE OF 1,400 PSF.

2.

PREPARE SUBGRADES AND PLACE FILL IN ACCORDANCE WITH SPECIFICATION

SECTION 31 23 00.00 20 OR AS OTHERWISE INDICATED IN THESE PLANS.

SEE SHEET B-100 FOR BUILDING PAD PRELOADING REQUIREMENTS.

FOUNDATIONS SHALL BE INSTALLED NO SOONER THAN 60 DAYS AFTER

ACHIEVING PLANNED SUBGRADE ELEVATIONS AS DIRECTED BY THE

CONTRACTING OFFICER.

G5. CAST-IN-PLACE CONCRETE

THE FOLLOWING TYPES OF CONCRETE SHALL BE USED IN ACCORDANCE

WITH THE CAST-IN-PLACE CONCRETE SPECIFICATION 03 30 00:

ALL CONCRETE 4,000 PSI

THE CONTRACTOR SHALL VERIFY THAT A CERTIFIED TECHNICIAN IS TESTING

ALL CONCRETE AT PLACEMENT FOR SLUMP, AIR CONTENT AND

TEMPERATURE. TESTING SHALL BE PERFORMED AT THE SAME FREQUENCY AS

REQUIRED FOR STRENGTH TESTING.

CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED, CAST-IN-

PLACE CONCRETE SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON THE

DRAWINGS:

CAST AGAINST EARTH = 3"

EXPOSED TO WEATHER:

#5 AND SMALLER = 2"

#6 AND LARGER = 2"

NOT EXPOSED TO WEATHER:

SLABS, WALLS AND JOISTS = 2"

BEAMS, COLUMNS =

NOTIFY ENGINEER WHEN THE SPECIFIED CLEARANCES BETWEEN BARS

CANNOT BE MET. DO NOT PLACE ANY CONCRETE UNTIL THE ENGINEER

SUBMITS A SOLUTION TO REBAR CONGESTION PROBLEM.

IF BARS ARE MOVED MORE THAN ONE BAR DIAMETER OBTAIN ENGINEER'S

APPROVAL OF RESULTING ARRANGEMENT OF BARS. NO FIELD CUTTING OF

REBAR SHALL BE DONE WITHOUT WRITTEN APPROVAL FROM ENGINEER.

PROVIDE 90 DEGREE CORNER BARS AT ALL CONCRETE WALL & FOOTING

CORNERS AND INTERSECTIONS. CORNER BARS SHALL MATCH THE PRIMARY

BARS IN SIZE, GRADE, AND SPACING. LAP CORNER BARS ONTO PRIMARY BARS

WITH A FULL LAP SPLICE LENGTH IN EACH DIRECTION, SEE INCLUDED SPLICE

TABLE.

PLANS SHOW THE ESSENTIAL REINFORCEMENT BASED UPON DESIGN.

ADDITIONAL REINFORCEMENT THAT IS REQUIRED TO HOLD THE ESSENTIAL

REINFORCEMENT IN ITS TRUE POSITION SHALL BE PROVIDED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

G6. CONCRETE MASONRY UNITS (CMU):

M1. DESIGN PROPERTIES

f'm = 1,900 PSI Fy = 60,000 PSI

BOND BEAM UNITS AND LINTEL UNITS ARE NOT EQUIVALENT, PROVIDE

LINTEL UNITS ONLY AT THE EXPOSED PORTIONS OF OPENING HEADS &

SILLS ONLY AT THE EXPOSED PORTIONS OF OPENING HEADS & SILLS.

LAY ALL CMU IN RUNNING BOND UNLESS NOTED OTHERWISE ON THE

STRUCTURAL DRAWINGS.

MASONRY REINFORCING BARS SHALL BE LAPPED IN ACCORDANCE WITH

THE MASONRY LAP SPLICE SCHEDULE IN THE STRUCTURAL PLANS.

BARS SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR TIED

SECURELY TOGETHER. HOLD BARS IN POSITION WITH

GALVANIZED 9 GAUGE BAR POSITIONERS. ALL CMU CORES & BOND

BEAMS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT.

GROUT POURS SHALL NOT EXCEED 4-FEET IN HEIGHT UNLESS

CLEANOUTS ARE PROVIDED IN THE BOTTOM COURSE OF THE CELLS TO

BE GROUTED.

PROVIDE A VERTICAL CONTROL JOINT AT ALL LOCATIONS WHERE

INTERIOR NON-LOAD BEARING MASONRY ABUTS A STRUCTURAL CMU

WALL, DO NOT TOOTH-IN.

CMU VERTICAL CONTROL (V.C.J.) JOINTS SHALL BE LOCATED WHERE

SHOWN ON THE ARCHITECTURAL PLANS.

CMU VERTICAL JOINTS SHALL NOT INTERRUPT LINTELS OR BOND BEAMS.

PROVIDE MASONRY LINTELS PER THE LINTEL SCHEDULE IN THE

STRUCTURAL PLANS FOR ALL OPENINGS GREATER THAN 12" WIDE,

INCLUDING OPENINGS FOR DUCT WORK.

G7. STEEL

S1 STRUCTURAL STEEL DESIGN PROPERTIES:

WIDE FLANGE AND TEES: Fy=50 KSI

PIPES

STAINLESS STEEL:

HSS RECTANGULAR SECTIONS:

ALL OTHER SHAPES AND PLATES:

S2 DIMENSIONS:

TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND

TUBES AND BACKS OF CHANNELS AND ANGLES UNLESS NOTED OTHERWISE.

S3 ELEVATIONS:

REFER TO TOP SURFACE OF MEMBER OR FLANGE UNLESS NOTED

OTHERWISE.

UNLESS OTHERWISE NOTED, BOLTED BEAM CONNECTIONS SHALL BE

SIMPLE FRAMED SHEAR CONNECTIONS. BOLTED STEEL CONNECTIONS

SHALL BE IN ACCORDANCE WITH THE AISC CONNECTIONS. BOLTED STEEL

CONNECTIONS SHALL BE IN ACCORDANCE WITH THE AISC MANUAL OF

STEEL CONSTRUCTION LATEST EDITION USING ASTM A325 GALVANIZED

BOLTS. USE ASTM A593 FOR STAINLESS STEEL CONNECTIONS WHERE

REQUIRED. ALL BOLTED STRUCTURAL CONNECTIONS SHALL BE BEARING

TYPE CONNECTIONS UNLESS OTHERWISE INDICATED TO BE SLIP-CRITICAL.

WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE IN

ACCORDANCE WITH AISC SPECIFICATIONS.

G8. POST INSTALLED ANCHORS

POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED

ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL OBTAIN

APPROVAL FROM THE ENGINEER–OF-RECORD (EOR) PRIOR TO

INSTALLING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO

AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED

AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S

WRITTEN INSTRUCTIONS.

SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL POST INSTALLED

ANCHOR (MECHANICAL AND ADHESIVE) INSTALLATIONS AS REQUIRED BY

THE BUILDING CODE AND APPLICABLE ICC EVALUATION REPORTS.

INDEPENDENT ON-SITE PROOF LOAD TESTING MAY BE REQUIRED BY THE

EOR.

FOR TRAINING AND CERTIFICATION REQUIREMENTS FOR INSPECTORS

AND INSTALLERS SHALL BE SUBMITTED TO THE EOR FOR REVIEW.

POST INSTALLED ADHESIVE ANCHORS INSTALLED IN EITHER A

HORIZONTAL OR INCLINED ORIENTATION REQUIRE INSTALLER TRAINING

AND APPROVAL PER BUILDING CODE REQUIREMENTS.

G9. DEFERRED SUBMITTALS

1. PRE-ENGINEERED METAL BUILDING.

2. LIGHT GAUGE METAL STUDS, EXTERIOR NON-LOAD BEARING

2"

Fy=35 KSI

Fy=33 KSI Fy=46 KSI

Fy=36 KSI

G3. STRUCTURAL DESIGN CRITERIA

G2. APPLICABLE SPECIFICATIONS AND CODES

G1. GENERAL

G10. PRE-ENGINEERED METAL BUILDING

DESIGN THE BUILDING SYSTEM(S) IN ACCORDANCE WITH THE

APPLICABLE SPECIFCATIONS AND CODES PER NOTE G2.

DESIGN THE BUILDING SYSTEM FOR THE LIVE LOADS OR SNOW

LOADS (WHICHEVER IS GREATER) INDICATED AND A COLLATERAL

DEAD LOAD OR SEISMIC LOADS. PARAMETERS FOR THE

DEVELOPMENT OF THE SNOW, WIND AND SEISMIC LOADS ARE

LISTED IN THE GENERAL NOTES. INCLUDE THE EFFECTS OF

UNBALANCED SNOW LOADS, SNOW DRIFT, SLIDING SNOW, RAIN

ON SNOW AND WINDWARD AND LEEWARD WIND PRESSURE AND

CONCENTRATED LIVE LOAD OF 250 POUNDS LOCATED ANYWHERE

ALONG THE LENGTH OF THE PURLIN IN ADDITION TO MECHANICAL

EQUIPMENT LOADS SHOWN. USE SPREADER BEAMS WHERE

CONCENTRATED LOADS EXCEED PURLIN CAPACITY. PEMB

DESIGNER/SUPPLIER TO PROVIDE SUPPORT, BRACING, ETC FOR

COLLAPSIBLE PARTITION WALLS.

LOAD COMBINATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE

BUILDING CODE UNLESS THE MBMA METAL BUILDING SYSTEMS MANUAL

(2012) LOAD COMBINATIONS ARE MORE STRINGENT.

DESIGN THE BUILDING SYSTEM WITH HINGED COLUMN BASES. FIXED BASE

COLUMNS ARE NOT ALLOWED.

BUILDING LATERAL DEFLECTIONS AND RACKING LIMITS SHALL BE LIMITED TO

H/480 BASED ON A DESIGN WIND SPEED USING 10 YEAR MRI . DEFLECTIONS

SHALL BE LIMITED TO ENSURE THAT BUILDING COMPONENTS DO NOT

CONTACT INTERIOR PARTITIONS. DEFLECTION LIMITS SHALL NOT EXCEED

DEFLECTION TOLERANCES OF EQUIPMENT SUPPORTED BY THE BUILDING.

THE BUILDING FOUNDATIONS SHOWN ARE PRELIMINARY. SIGNED AND

SEALED CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. DO NOT PLACE

FOUNDATIONS PRIOR TO THE REVIEW AND APPROVAL OF THE BUILDING

SYSTEM FOUNDATION LOADINGS.

PIER AND FOOTINGS SIZES AND LOCATIONS SHOWN ARE BASED UPON

ASSUMPTIONS OF THE BUILDING SYSTEMS COMPONENTS, CONFIGURATIONS

AND LOADS. COORDINATE ALL FINAL DETAILS AND DIMENSIONS TO ENSURE

THAT THE FOUNDATION SYSTEM IS COMPATIBLE WITH THE BUILDING SYSTEM

USED.

DESIGN AND PROVIDE STRUCTURAL MEMBERS FOR THE SUPPORT OF PIPING

ELECTRICAL COMPONENTS, ETC.

METAL BUILDING MANUFACTURER TO PROVIDE HORIZONTAL WIND BEAMS

AT ALL MASONRY WALLS AND METAL STUDS. SIZE AND SPACING OF METAL

STUDS AND PEMB GIRTS SHALL BE COORDINATED FOR MAXIMUM

ALLOWABLE DEFLECTION OF L/600.

DESIGN OF THE ANCHOR BOLT DIAMETER IS THE RESPONSIBILITY OF THE

PEMB MANUFACTURER SEE S-002.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

PA6. UNLESS NOTED OTHERWISE ON PLANS ACCEPTABLE QUALIFCIATIONS

SHALL BE:

1. CONCRETE ANCHORS

1.

2.

3.

4.

1.

2.

3.

4.

2.

3.

4.

3.

4.

C1.

C2.

C3.

C4.

C5.

C6.

C7.

M2.

M3.

M4.

M5.

M6.

M7.

M8.

M9.

S4

S5

PA1

PA2

PA3

PA4

PA5

5.

5.

6.

7.

8.

9.

ALL PRE-ENGINEERED BUILDING COMPONTENTS SHALL BE

DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH

UFC 3-301-01, UFC 4-010-01 DOD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS DATED DECEMBER 12, 2018, AND

MCO 5530.14A, MARINE CORPS PHYSICAL SECURITY

PROGRAM MANUAL. HOWEVER , NO COMPONENT SHALL BE

DESIGNED FOR LESS THAN THE DESIGN LOADS SHOWN ON

THIS SHEET OR OTHER APPLICABLE BUILDING CODES.

1.

THE BUILDING IS DESIGNED IN ACCORDANCE WITH UFC 4-010-01 DOD MINIMUM

ANTI-TERRORISM STANDARD FOR BUILDINGS DATED DECEMBER 12, 2018 AND

MCO 5530.14A, MARINE CORPS PHYSICAL SECURITY PROGRAM MANUAL.

DESIGN OF COLD-FORMED FRAMING MEMBERS AND CONNECTION IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR, UNLESS SHOWN ON PLANS. SHOW SIZE

AND GAUGE OF MEMEBERS AND ALL CONNECTIONS IN SHOP DRAWINGS AND

SUBMIT WITH SUPPORTING CALCULATIONS. SHOP DRAWINGS AND

CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER IN THE

PROJECT STATE.

ALL METAL STUD COMPONTENTS SHALL BE DESIGNED BY THE MANUFACTURER

IN ACCORDANCE WITH UFC 3-301-01,UFC 4-010-01 DOD MINIMUM ANTI-

TERRORISM STANDARDS FOR BUILDINGS DATED DECEMBER 12, 2018, AND MCO

5530.14A, MARINE CORPS PHYSICAL SECURITY PROGRAM MANUAL. HOWEVER,

NO COMPONENT SHALL BE DESIGNED FOR LESS THAN THE DESIGN LOADS

SHOWN ON THIS SHEET OR OTHER APPLICABLE BUILDING CODES.

DESIGN FABRACTION, AND ERECTION SHALL CONFORM TO AISI

"SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL

MEMBERS" LATEST EDITION. ALL METAL STUDS SHALL BE GALVANIZED.

ALL 33 MIL AND 43 MIL STUDS JOISTS TRACK BRIDGING, END CLOUSRES, AND

ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE

REQUIREMENTS OF AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED

STEEL STRUCTURAL MEMBERS" WITH MINIMUM YIELD OF 33 KSI UNO ALL 54 MIL

AND THICKER MEMBERS SHALL HAVE A MINIMUM YIELD OF 50 KSI.

ALL MATERIALS AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING

G-60 GALVANIZED COATING MEETING ASTM A653.

UNLESS NOTED OTHERWISE, ALL SCREWS OR PENS SHALL BE NON-

CORROSIVE NO. 8-18 (D=.125") OR LARGER. DO NOT USE STAINLESS STEEL OR

COPPER-COATED FASTENERS.

UNLESS NOTED OTHERWISE. TRACKS SHALL BE THE SAME DEPTH AS STUDS OR

JOISTS AND OR EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS.

THE QUANITITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL

BE PLACED HALF ON EACH SIDE OF OPENING.

INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE VERTICAL

DISPLACEMENT OF THE PRIMARY STRUCTURE.

THE DESIGN OF THE SLIPTRACKS SHALL CONFORM TO GUIDELINES

ESTABLISHED IN SSMA TECHNICAL NOTES NO. 1 PUBLISHED JAN. 2001

G11. FORCE PROTECTION

1.

PROVIDE THE MANUFACTURER'S STANDARD TRACK, CLIP ANGLES, BRACING,

REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY

THE MANUFACTURER FOR THE APPLICATION INDICATED AND AS NEEDED TO

PROVIDE A COMPLETE FRAMING SYSTEM. UNLESS OTHERWISE NOTED,

INSTALL THE FRAMING SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.

PREPUNCHED HOLES SHALL NOT BE LOCATED WITHIN 10 INCHES OF THE

STUD SUPPORT LOCATIONS.

USE FLUX COVERED, MILD STEEL ELECTRODES AWS E-6013, OR E-7014 FOR

WELDING STEEL STUDS. ALL WELDING SHALL BE PERFORMED IN

ACCORDANCE WITH AWS PROCEDURES. CONSULT MANUFACTURER FOR

EQUIPMENT RECOMMENDATIONS AND PROPER ELECTRODES SELECTION.

TOUCH UP WELDED AREAS WITH A ZINC RICH PAINT.

REFERENCE SPECIFICATION SECTION 05 40 00 FOR ADDITIONAL

INFORMATION.

ALL STUDS BACKING UP MASONRY ARE TO BE DESIGNED FOR A MAXIMUM

DEFLECTION OF L/600.

G12. METAL STUD FRAMING - EXTERIOR NON-LOAD BEARING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

COLLATERAL LOADS:

ROOF = 10 PSF, UNO.

25 PSF (LOCATIONS W/ GYP BOARD CEILING, SEE SHEETS A-104

AND A-108 FOR LOCATIONS)

1.

A. MECHANICAL ANCHORS FOR USE IN CRACKED AND

UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193.

B. ADHESIVE ANCHORS FOR USE IN CRACKED AND

UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308.

2. MASONRY ANCHORS

A. ANCHORAGE TO SOLID-GROUTED CONCRETE MASONRY

(1) MECHANICAL AND CONCRETE SCREW ANCHORS

FOR USE IN SOLID-GROUTED CONCRETE MASONRY

SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC01 OR AC106,

RESPECTIVELY.

(2) ADHESIVE ANCHORS FOR USE IN SOLID-GROUTED

CONCRETE MASONRY SHALL HAVE BEEN TESTED AND

QUALIFIED IN ACCORDANCE WITH ICC-ES AC58.

B. ANCHORAGE TO HOLLOW CONCRETE MASONRY

(1) SCREW ANCHORS FOR USE IN HOLLOW CONCRETE

MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN

ACCORDANCE WITH ICC-ES AC106

(2) ADHESIVE ANCHORS WITH SCREEN TUBES SHALL

BE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-

ES AC58 OR AC60, AS APPROPRIATE. THE

APPROPRIATE SCREEN TUBE SHALL BE USED AS

RECOMMENDED BY THE ADHESIVE MANUFACTURER.

HSS ROUND SECTIONS: Fy=42 KSI

GEOTECHNICAL REPORT BY HDR, INC., GLEN ALLEN, VA, "GEOTECHNICAL

ENGINEERING REPORT, REV. 2, P-1395 SPECIAL OPERATIONS FORCES MARINE

RAIDER REGIMENTAL HQS, CAMP LEJUNE, NORTH CAROLINA," DATED MARCH 13,

2020.

1.

13.

14.

15.

COORDINATE LOCATION OF ALL PEMB COMPONENTS WITH EXTERIOR WALL

SYSTEM, INCLUDING BUT NOT LIMITED TO PORTAL FRAMES, WIND POSTS, AND

MAIN FRAMES.

12.

10.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

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DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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CHARLOTTE, NC 28202

TEL (704)338-6700

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JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

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GENERAL NOTES

PLAN LEGEND

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NTS NTS

NTS

NTS

NTS

D1

STAGGERED REINFORCING

AT CONSTRUCTION JOINT

WALL VERTICAL REINFORCING

AT CONSTRUCTION JOINT

REINFORCING SPLICE WHEN NOT AT CJ

WALL DOWEL HOOK LOCATION

ANCHOR BOLTS

SPLICE LAP

LENGTH

REINFORCING SPACING

CALLED OUT ON DRAWINGS

ALTERNATE

REBAR

PROJECTION

AS SHOWN

CONSTRUCTION JOINT

(HORIZONTAL AND VERTICAL)

REINFORCING SPACING

CALLED OUT ON DRAWINGS

ALTERNATE REBAR

AS SHOWN

CONSTRUCTION JOINT

(HORIZONTAL AND VERTICAL)

LA

P

S P

LI

C

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LE

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T H

X

L A

P S

P

LI

C E

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T H

NOTE :

1. APPLIES TO SLABS AND WALLS (BOTH HORIZONTAL AND VERTICAL)

0" T

Y P

3'-0" MIN (UNO) BETWEEN

LAPS SPLICE OF ADJACENT

REBARS. ALTERNATE AS SHOWN

LAP

(PER SCHEDULE)

0" 0"

SLAB BOTT

MAT REINF

POSITION HOOKS AT SAME

ELEV AS LOWEST BAR OF

BOTT MAT

HOOK ORIENTATION

AS SPECIFIED ON

STRUCT SECTIONS

(TYP)

DIA (IN)

ANCHOR BOLT SCHEDULE

1 1/2"

3/4"

1"

1 1/8"

EMBED (IN)

1'-3"

1'-5"

1'-7"

2'-1"

WELDTACK

WASHER

HEAVY

DIA.

P R

O

JE

C T

IO

N

A S

R E

Q 'D

NOTE :

1. ALL BOLTS SHALL BE STAINLESS STEEL, UNO.

2. VERIFY WITH EQUIPMENT REQUIREMENTS.

E M

B E

D

TOC OR

CONSTR.

JOINT

NTS

NTS

SLAB-ON-GRADE JOINT (SJ)

CONSTRUCTION JOINT (CJ)

KEYED CONSTRUCTION JOINT (KCJ)

ROUGHEN CONSTRUCTION JOINT

FORMED CONTROL JOINT

DOWELLED CONSTRUCTION JOINT

SAWED CONTROL JOINT

1 1/2" WIDE

CONT KEYWAY

E Q

WATERSTOP, PLACE AT

CENTER OF KEYWAY

NOTES:

1. FURNISH CONSTRUCTION JOINTS SHOWN HERE AT ALL WALL

VERTICAL AND SLAB CONSTRUCTION JOINTS.

2. ALL FORMED CJ MUST BE KCJ TYPE.

3. SEE SPECIFICATION FOR REQUIREMENT TO TIE WATERSTOPS IN

PLACE TO PREVENT MOVEMENT OR FOLDING OVER.

CONT REINF THRU

CONSTRUCTION JT

CONT REINF THRU

CONSTRUCTION JOINT

ROUGHEN SURFACE

WATERSTOP CENTERED

IN THICKNESS

LAP

SUBGRADE

WHERE APPLICABLE

12"

2" CLR

ROUND EDGES 1/2" RADIUS

1"

T

STOP REINF ON EACH

SIDE OF JOINT

3/4" DIA X 2'-0" PLAIN

BARS @ 1'-6" MAX OC-GREASE

1/2 & CENTER BAR IN SLAB

NOTES:

1. ANY ONE OF THE DETAILS ABOVE MAY BE USED AT LOCATIONS

INDICATED ON DRAWINGS AS "SJ," AT CONTRACTOR'S OPTION.

2. ONLY FOR USE ON NON-PILE SUPPORTED SLABS.

BREAK BOND

TYP

FILL JOINT W/ JT SEALANT

T/4 T (SEE PLAN)

3/16" WIDE JOINT

1" MIN

3/16" WIDE JOINT T/4 T-SEE PLAN

1" MIN

1/

2" C

LR

*USE METAL CHANNEL STRAIGHTEDGE

TO INSERT FIBERBOARD STRIPS.

SLAB REINF TYP UNO STOP 2/3

OF REINF @ EACH SIDE OF JT

1/

2" C

LR

1/ 2"

C

LR

SLAB REINF TYP UNO STOP

2/3 OF REINF @ EACH SIDE OF JT

STAGGERED

*INSERT 3/16" THICK CONT FIBERBOARD STRIP. RECESS

STRIP 1/2" FROM SURFACE & ROUND CORNERS. AT

EXPOSED FLOORS FILL 1/2" RECESS W/ SEALANT

NTS

EQUIPMENT BASE

SEE NOTE 2

TIES @ 6

GRADE SEE NOTE 7

FOUNDATIONS ON

FOR EQUIPMENT

LOCK NUT

LEVELING NUT

EQUIPMENT BASE

PLACE ONLY BELOW EQUIP BASE

2" CLEAR

1:1 SLOPE (TYP)

1" MIN. NON-SHRINK GROUT

NOTES:

(TYP)

SEE NOTE 4

6" MIN. (UNO)

NOTE 1

SEE

NOT SHOWN

FOUNDATION REINF

#5 CLOSED

EQUIP FURNISHED

OR AS REQ'D BY

1/4 INCH, AND COATED WITH BONDING

FULL AMPLITUDE OF APPROXIMATELY

AGENT.

FREE OF LAITANCE, ROUGHENED TO A

CONCRETE SURFACE SHALL BE CLEAN,

3" MIN ALL AROUND

EQUIPMENT BASE (SEE

NOTE 3)

#5@12 EW W/90° END HOOKS

FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL INTO EXISTING SLAB TO INDICATED DEPTH AT 12" CENTERS AROUND PERIMETER OF EQUIPMENT BASE AND SET #5 DOWEL HOOKED AS SHOWN

IN ADHESIVE ANCHOR SYSTEM.

FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE #5 DOWELS HAVING TWO HOOKED ENDS AT 12"

CENTERS AROUND PERIMETER.

EQUIPMENT BASE DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS OR AS DETERMINED BY

THE EQUIPMENT MANUFACTURER AND APPROVED BY THE ENGINEER.

THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE

AS DETERMINED BY THE EQUIPMENT MANUFACTURER AND SHALL BE AS APPROVED BY THE

ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT BASE

IS BEING CAST. ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL.

PIPE SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2" IN ALL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. PIPE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM

INTERNAL DIAMETER OF 3" GREATER THAN BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH

NON-SHRINK GROUT AFTER INSTALLATION OF GROUT.

EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE, TOLERANCE IS 1/16".

FOR EQUIPMENT PLACED ON GRADE; EXTEND FOUNDATION MINIMUM OF 18" UNO BELOW

GRADE; USE #5 @ 12" T&B EW.

1.

2.

3.

4.

5.

6.

7.

3. ALL EMBEDS SHOWN ARE PRELIMINARY AND

FOR PRICING EXERCISES ONLY.

D2 D3

D4

B1

B2

B3

A4

4. COORDINATED ANCHOR EMBEDMENTS SHALL

BE PROVIDED ONCE SIGNED AND SEALED PEMB

REACTIONS, SPECIFIED ANCHOR BOLT

DIAMETER, AND ANCHOR BOLT SPACING HAVE

BEEN REVIEWED BY THE EOR.

NTS

CORNER BARS

A1

CONC

FOUNDATION

F O

R D

I M E

N S

IO

N

S E

E P

LA

N

"L" CORNER BAR

MATCH SIZE AND

SPACING OF TYPICAL

REINFORCING

TYP

LAP LENGTH

REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND DRAWINGS OF OTHER DISCIPLINES

FOR LOCATIONS AND DIMENSIONS OF EQUIPMENT PADS.

8.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

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P

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A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

S

TR

U C

TU

R

A L

S

TA

N D

A R

D D

E

TA

IL

S

RM

12794284

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

NBJ

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

CL

CLCL

NTS

NTS

TYPICAL WALL REINFORCEMENT AT

CORNERS & INTERSECTIONS

REINFORCING AROUND OPENINGS

AND REENTRANT CORNERS

RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL

HOOK

NOTES:

STD HOOK

LAP SPLICE + 6"

STD HOOK

4'-0"

MIN

(TYP)

ALTERNATE

DIRECTION

OF HOOKS

LA

P

S P

LI

C

E

OPTIONAL

SEE DRAWINGS

FOR REINF SIZE

AND LOCATION,

TYP

1. ALL HOOKS SHALL BE STD 90 DEGREE HOOKS.

SEE DRAWINGS FOR ADDITIONAL HORIZONTAL

BARS. STAGGER BETWEEN TYPICAL REINF

SPACING, EXTEND TO 1/5 OF DISTANCE TO

STAGGER BETWEEN TYPICAL REINF SPACING,

EXTEND TO 1/5 OF DISTANCE TO OF DISTANCE

TO NEAREST ADJACENT WALL IN EACH

DIRECTION, UNO.

SEE

NOTE 3

0"

0"

3. OPTIONAL LAP LOCATION APPLIES TO BOTH

DOUBLE AND SINGLE LAYER CONDITIONS TYP.

2 - #5 X 4'-0" EACH FACE

(TYP 4 LOCATIONS)

ADDITIONAL REINF

SEE NOTE 1

D/2 +

LAP LENGTH

TYP

SYMM ABOUT

OPENING

D /2

LA

P L

E N

G T

H T

Y P

D

SYMM ABOUT

OPENING

SYMM ABOUT

OPENING

L/

L/

W /2

LA

P L

E N

G T

H T

Y P

W/2L/2 +

LAP LENGTH

TYP

SEE NOTE 3

SEE NOTE 3SEE NOTE 3

6"

LAP

NOTE 4

4. BARS MAY BE ONE PIECE CONTINUOUS, THUS

TWO PIECE REBAR NOT REQUIRED WITH LAP.

NOTES :

1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING. PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2" CLEAR TO OPENING.

2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO

EXTEND AS SHOWN ABOVE.

3. TYPICAL WALL OR SLAB REINFORCING NOT COMPLETELY SHOWN FOR CLARITY. TERMINATE TYPICAL REINFORCING 2"

CLEAR TO OPENING WITH STANDARD 90° HOOKS.

4. OPENINGS 12" OR LESS IN SLABS AND WALLS, NO EXTRA REBARS ARE REQUIRED UNLESS SHOWN OTHERWISE.

TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE.

5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND

INDICATED ABOVE.

6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR

CORNERS

NTS NTS

REINFORCING LAP AND

EMBEDMENT SCHEDULE REINFORCING HOOK SCHEDULE

180° STD HOOK90° STD HOOK

Ld h

D E

V E

LO

P

M E

N T

LE

N

G T

H

HL=

HOOK LENGTH

CONCRETE JOINT

M

IN

C

O V

E R

HW=

HOOK WIDTH

T L=

T A

IL

L

E N

G T

H

TL

4"

5"

4 1/2"

HW

4"

5"

3"

7"

8"

1'-1"

11 3/4"

8"

7"

1'-2 3/4"

1'-1 1/4" 11 1/2"

10 1/2"

6"6"

HL

8"

6"

10"

Ldh

BAR SIZE

#3

#5

#4 7"

9"

6"

1'-2"

1'-7"

1'-4"

1'-10"

2'-0"

#7

#9

#8

#10

#11

15"

17"

19"

14"

12"

#6 10"1'-0"

GRADE 60

f'c=4000 psi

COMPLYING WITH MINIMUM COVER REQUIREMENTS OF

ACI 318, 12.5.3. OTHERWISE Ldh MUST BE RE-CALCULATED.

D

2 1/4"

3 3/4"

3"

5 1/4"

6"

12"

10 3/4"

9 1/2"

4 1/2"

D T

YP

OR GREATER

NOTES:

1. PROVIDE MINIMUM LAP SPLICE LENGTHS AND

EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE.

EMBEDMENT LENGTH EQUALS THE LAP SPLICE LENGTH UNLESS

OTHERWISE NOTED.

2. BAR SPACING AT LAP SPLICE IS THE MINIMUM CLEAR

DISTANCE BETWEEN LAPPED BARS PLUS ONE BAR DIAMETER.

3. ALL SPLICES TO BE CONTACT SPLICES AND WIRED

TOGETHER UNLESS OTHERWISE APPROVED BY ENGINEER.

4. REQUIREMENTS FOR SPACINGS 4 INCHES OR LESS SHALL NOT

APPLY TO "ADD" BARS AROUND OPENINGS.

LAP SPLICE AND EMDEDMENT LENGTHS f'c =4.0 ksi fy = 60 ksi

BAR BARS SPACED

GREATER

THAN 4"

BARS SPACED

LESS THAN

OR EQUAL TO 4"

#3 14"

#4 19" 19"

#5 24" 30"

#6 29" 43"

#7 46" 74"

#8 60" 96"

#9 76" 122"

#10 97" 155"

#11 120" 191"

14"

MIN.

COVER

H1 H2

BOLTS (TYP)

ANCHOR

(T

YP

(1)#5

((2) TOTAL)

(TYP)

NTS

HAIRPIN DETAIL

B O

L T

Ø A

N C

H O

R B

O L T

G A

G E

(1) #5

((2) TOTAL)

ANCHOR

BOLTS (TYP)

6'-0"

(TYP)

MARK THICKNESS WIDTH LENGTH REINFORCING

F4.0 1'-0" 4'-0" 4'-0" (4) #5 TOP AND BOTTOM EW

F6.0 1'-0" 6'-0" 6'-0" (6) #5 TOP AND BOTTOM EW

F8.0 1'-4" 8'-0" 8'-0" (7) #6 TOP AND BOTTOM EW

F9.0 1'-6" 9'-0" 9'-0" (8) #6 TOP AND BOTTOM EW

FOOTING SCHEDULE

NTS

PIER DETAIL - P1

NOTE: PIER DIMENSION MAY CHANGE BASED ON PEMB

SUPPLIER PROVIDED BASE PLATE

#4 TIES, (2) IN UPPER 5", BALANCE AT

12" OC

PEMB COLUMN AND BASE PLATE,

BY SUPPLIER

(8) #6 W/ 90° STD BOTT END

HOOK, 90° STD HOOK AT

TOP AT CORNER BARS

C1 C2 C4 C5

B1

A3

F13.0 13'-0" 13'-0" (12) #8 TOP AND BOTTOM EW3'-0"

H3

BOLTS (TYP)

ANCHOR

(T

YP

(1)#5

(TYP)

30°

+ 2 BOLT Ø

ANCHOR BOLT GAGE

+ 2 BOLT Ø

ANCHOR BOLT GAGE

F5.5 1'-0" 5'-6" 5'-6" (5) #5 TOP AND BOTTOM EW

6" 1'

-6

EQ EQ

2.

STEEL LOOSE LINTEL SCHEDULE

L 3 1/2" x 3 1/2" x 1/4"

ONE ANGLE FOR EA. 4"

WYTHE MASONRY VENEER

CLEAR OPENING

0'-8" TO 3'-4"

3'-4" TO 5'-4"

5'-4" TO 7'-4"

L 4" x 3 1/2" x 1/4" LLV

L 5" x 3 1/2" x 5/16" LLV

MIN.

BRG.

4"

6"

8"

DETAIL

NOM. 4" WYTHE

NOTES:

WHERE LINTELS BEAR ON HOLLOW MASONRY UNITS FILL ALL CORES UNDER

BEARING WITH GROUT FROM BOTTOM OF LINTEL TO 16" MINIMUM BELOW LINTEL.

THESE LINTELS ARE NOT DESIGNED FOR MASONRY WALLS THAT CARRY

FLOOR LOAD.

1.

2.

NTS

LOOSE LINTEL SCHEDULE

A4

LOOSE LINTELS ARE TO BE HOT DIP GALVANIZED PER ASTM A123.3.

LOOSE LINTELS SHOWN ARE TYPICAL, UNO ON PLANS. SEE KEYNOTES

FOR ADDITIONAL REQUIREMENTS.

4.

7'-4" TO 8'-0" L 6" x 4" x 5/16" LLV (NOTE 5) 8"

WHERE NOTED ON TABLE, HEIGHT OF VENEER SUPPORTED SHALL NOT

EXCEED 8'-0"

5.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

:0

A

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\1

-S

-C E

N T

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J a s o n .C o o k s e y .r v t

S-003

P

M

A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

S

TR

U C

TU

R

A L

S

TA

N D

A R

D D

E

TA

IL

S

RM

12794285

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

NBJ

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

1 2 3 4 5 6 7 8 9 10 11 12 13

B

C

D

E

F

G

A

19' - 6 1/8" 19' - 2" 19' - 2" 18' - 4 1/8" 14' - 1 3/4" 20' - 4 1/4" 20' - 7 3/4" 20' - 4 1/4" 14' - 1 3/4" 18' - 4 1/8" 19' - 2" 19' - 2" 19' - 6 1/8"

/8

/8

F13.0 F13.0 F13.0

F8.0 F8.0 F8.0 F8.0

F13.0 F13.0 F13.0

F6.0

F4.0

F4.0

F4.0

F4.0

F6.0F8.0F8.0F8.0F8.0F8.0

F4.0F5.5

F9.0F9.0

F5.5

F8.0

F4.0

F8.0F8.0F8.0F8.0 F6.0

F4.0

F4.0

F4.0

F4.0

F6.0

LINES A AND F

PEMB PORTAL FRAME BAY

LINES A AND F

PEMB PORTAL FRAME BAY

LINES A AND F

PEMB PORTAL FRAME BAY

LINES A AND F

PEMB PORTAL FRAME BAY

A R

E A

A S

E E

S H

E E

T S

-1

A R

E A

B S

E E

S H

E E

T S

-1

TOC EL. 0"

TOC EL. 0"

F5.5F5.5

TOC EL. 0'-0"

TOC EL. 0'-0"

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

S J

S J

S J

S J

S J S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

F8.0 F8.0

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

:1

A

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\1

-S

-C E

N T

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J a s o n .C o o k s e y .r v t

S-101

P

M

A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

F O

U N

D A

TI

O

N A

N D

G R

O U

N D

F

LO

O R

P

LA

N

O V

E R

A

LL

RM

12794286

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

1. REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND.

2. FINISHED FLOOR ELEVATION = 0'-0" (27.50' ACTUAL) UNO. TOP OF

SLAB IS AT FINISHED FLOOR ELEVATION UNO. ALL PLUS AND

MINUS DIMENSIONS INDICATED ARE RELATIVE TO THE FINISHED

FLOOR ELEVATION.

3. TOP OF FOUNDATION ELEVATION SHALL BE (-)2'-0", UNO.

4. FX.X INDICATES CONCRETE COLUMN FOUNDATION. SEE SHEET

S-003 FOR ADDITIONAL INFORMATION.

5. P# INDICATES REINFORCED CONCRETE PIER. SEE SHEET S-003

FOR ADDITIONAL INFORMATION.

6. SJ INDICATES SAWN FLOOR JOINT. SEE SHEET S-002 FOR

ADDITIONAL INFORMATION.

7. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL,

PLUMBING DRAWINGS, AND DRAWINGS OF OTHER DISCIPLINES

FOR LOCATIONS AND DIMENSIONS OF OPENINGS,

DEPRESSIONS, FLOOR SLOPES & DRAINS, AND EDGE OF SLAB.

8. SEE SHEET B-101 FOR BUILDING PAD PRELOADING

REQUIREMENTS.

9. COORDINATE LOCATION OF ALL PEMB COMPONENTS WITH

EXTERIOR WALL SYSTEM, INCLUDING BUT NOT LIMITED TO

PORTAL FRAMES, WIND POSTS, AND MAIN FRAMES.

10. (*) INDICATES DIMENSION TO BE VERIFIED PRIOR TO

FABRICATION AND CONSTRUCTION.

GENERAL NOTES

PLAN

NORTH

A B

C

0' 6' 12' 18'

KEYNOTES

3/32" = 1'-0" A2

FOUNDATION AND GROUND FLOOR PLAN

NBJ

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

1. REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND.

2. FINISHED FLOOR ELEVATION = 0'-0" (27.50' ACTUAL) UNO. TOP OF SLAB IS AT

FINISHED FLOOR ELEVATION UNO. ALL PLUS AND MINUS DIMENSIONS INDICATED

ARE RELATIVE TO THE FINISHED FLOOR ELEVATION.

3. TOP OF FOUNDATION ELEVATION SHALL BE (-)2'-0", UNO.

4. FX.X INDICATES CONCRETE COLUMN FOUNDATION. SEE SHEET S-003 FOR

ADDITIONAL INFORMATION.

5. P# INDICATES REINFORCED CONCRETE PIER. SEE SHEET S-003 FOR ADDITIONAL

INFORMATION.

6. SJ INDICATES SAWN FLOOR JOINT. SEE SHEET S-002 FOR ADDITIONAL

INFORMATION, LOCATE SJ AT MIDPOINTS BETWEEN COLUMNS. UNO

7. H# INDICATES HAIRPIN REFORCING. SEE SHEET S-003 FOR ADDITIONAL

INFORMATION.

8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS

AND DRAWINGS OF OTHER DISCIPLINES FOR LOCATIONS AND DIMENSIONS OF

OPENINGS, DEPRESSIONS, FLOOR SLOPES & DRAINS, AND EDGE OF SLAB.

9. SEE SHEET B-101 FOR BUILDING PAD PRELOADING REQUIREMENTS.

10. COORDINATE LOCATION OF ALL PEMB COMPONENTS WITH EXTERIOR WALL

SYSTEM, INCLUDING BUT NOT LIMITED TO PORTAL FRAMES, WIND POSTS, AND

MAIN FRAMES.

11. (*) INDICATES DIMENSION TO BE VERIFIED PRIOR TO FABRICATION AND

CONSTRUCTION.

1 2 3 4 5 6 7 8 9

B

C

D

E

F

G

A

C1 S-501

C2 S-501

B1 S-501

B2 S-501

19' - 6 1/8" 19' - 2" 19' - 2" 18' - 4 1/8" 14' - 1 3/4" 20' - 4 1/4" 20' - 7 3/4" 20' - 4 1/4"

/8

/8

F13.0 F13.0 F13.0

F8.0

F8.0

F4.0F5.5

F9.0F9.0

F5.5

F8.0

F4.0

F8.0F8.0F8.0F8.0 F6.0

F4.0

F4.0

F4.0

F4.0

F6.0

LINES A AND F

PEMB PORTAL FRAME BAY

LINES A AND F

PEMB PORTAL FRAME BAY

H3

H3

H3

H3

H2, TYP WHERE

SHOWN, UNO

H1, TYP

WHERE

SHOWN, UNO

TOC EL. 0"

(2) #5 x 4'-0" LONG

AT MID-DEPTH OF

SLAB, TYP WHERE

SHOWN, UNO

T Y

P

6'

(2) #6 x 22'-6" LONG (2) #6 x 22'-6" LONG

(2) #6 x 12'-0"

LONG AT MID-

DEPTH OF SLAB,

TYP 2 PLACES

P1

P1

6' - 3 7/8" 8' - 0"

6'

7'

/8

6'

22' - 11 3/4"

1' - 2"

1' - 2" A

R E

A A

S E

E S

H E

E T

S -1

A R

E A

B S

E E

S H

E E

T S

-1

1'

1' - 2" 1' - 2"

1'

F5.5 F5.5

S-501 A1

C1 S-501

C3 S-501

SIM

E O

S E

O S

E O

S

TOC EL. 0'-0"

1' - 0"

EOS

1' - 0"

EOS

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

F8.0 F8.0

S-103 A4

6' - 7 3/4" 10 1/8"

LEGEND:

INDICATES EDGE OF STEELEOS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

:1

A

M C rv t\

\1

-S

-C E

N T

R A

L

J a s o n .C o o k s e y .r v t

S-102

P

M

A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

F O

U N

D A

TI

O

N A

N D

G R

O U

N D

F

LO

O R

P

LA

N

A R

E A

A

RM

12794287

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

FOUNDATION KEY NOTES

FOUNDATION GENERAL NOTES

KEY PLAN

A B

C PLAN

NORTH

4' 8' 16'0'

6" THICK CONCRETE SLAB WITH #4@12" EW @ MID-THICKNESS. PLACE 15

MIL VAPOR RETARDER BETWEEN SLAB AND 6" OF #57 STONE (CAPILLARY

BREAK).

1.

1/8" = 1'-0" A2

GROUND FLOOR - AREA A

RECESSED WALK OFF MAT, SEE ARCHITECTURAL FOR ADDITIONAL

INFORMATION.

2.

NBJ

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

8 9 10 11 12 13

B

C

D

E

F

A

C3 S-501

20' - 4 1/4" 14' - 1 3/4" 18' - 4 1/8" 19' - 2" 19' - 2" 19' - 6 1/8"

F8.0 F8.0 F8.0

F13.0 F13.0 F13.0

F6.0

F4.0

F4.0

F4.0

F4.0

F6.0 F8.0F8.0F8.0

F8.0

LINES A AND F

PEMB PORTAL FRAME BAY

LINES A AND F

PEMB PORTAL FRAME BAY

TOC EL. 0"

5'

5'

1' - 6 1/8" 6' - 7 3/4"6' - 7 3/4" 1' - 2"

H3

H3

H3

H3

H2 TYP WHERE

SHOWN, UNO

H1 TYP

WHERE

SHOWN, UNO

(2) #5 x 4'-0" LONG

AT MID-DEPTH OF

SLAB, TYP WHERE

SHOWN, UNO

A R

E A

A S

E E

S H

E E

T S

-1

A R

E A

B S

E E

S H

E E

T S

-1

1' - 2"

1' - 2"

/8

/8

C1 S-501

C3 S-501

SIM

E O

S

TOC EL. 0'-0"

1' - 2"

1' - 2"

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

SJ

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

LEGEND:

INDICATES EDGE OF STEELEOS6 7 8 9

G

20' - 4 1/4" 20' - 4 1/4"20' - 7 3/4"

PEMB COL, BY

SUPPLIER, TYP

HSS6x6x5/8 HSS6x6x5/8

HSS6x6x5/8 STUB, TYP 4 PLACES

A4 S-501

- INDICATES MOMENT CONNECTION

DESIGN LOADS, ASCE 7-10 (UNFACTORED):

M (FT-KIP)

DEAD: 7.1

ROOF LIVE: 7.1

WIND (DOWN): 10.1

WIND (UPLIFT): 30.7

V (KIP)

DEAD: 1.8

ROOF LIVE: 1.8

WIND (DOWN): 2.7

WIND (UPLIFT): 7.7

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

:1

A

M C rv t\

\1

-S

-C E

N T

R A

L

J a s o n .C o o k s e y .r v t

S-103

P

M

A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

F O

U N

D A

TI

O

N A

N D

G R

O U

N D

F

LO

O R

P

LA

N

A R

E A

B

RM

12794288

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

1. REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND.

2. FINISHED FLOOR ELEVATION = 0'-0" (27.50' ACTUAL) UNO. TOP OF SLAB IS AT

FINISHED FLOOR ELEVATION UNO. ALL PLUS AND MINUS DIMENSIONS

INDICATED ARE RELATIVE TO THE FINISHED FLOOR ELEVATION.

3. TOP OF FOUNDATION ELEVATION SHALL BE (-)2'-0", UNO.

4. FX.X INDICATES CONCRETE COLUMN FOUNDATION. SEE SHEET S-003 FOR

ADDITIONAL INFORMATION.

5. P# INDICATES REINFORCED CONCRETE PIER. SEE SHEET S-003 FOR

ADDITIONAL INFORMATION.

6. SJ INDICATES SAWN FLOOR JOINT. SEE SHEET S-002 FOR ADDITIONAL

INFORMATION, LOCATE SJ AT MIDPOINT BETWEEN COLUMNS, UNO.

7. H# INDICATES HAIRPIN REINFORCING. SEE SHEET S-003 FOR ADDITIONAL

INFORMATION.

8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING

DRAWINGS, AND DRAWINGS OF OTHER DISCIPLINES FOR LOCATIONS AND

DIMENSIONS OF OPENINGS, DEPRESSIONS, FLOOR SLOPES & DRAINS, AND

EDGE OF SLAB.

9. SEE SHEET B-101 FOR BUILDING PAD PRELOADING REQUIREMENTS.

10. COORDINATE LOCATION OF ALL PEMB COMPONENTS WITH EXTERIOR WALL

SYSTEM, INCLUDING BUT NOT LIMITED TO PORTAL FRAMES, WIND POSTS,

AND MAIN FRAMES.

11. (*) INDICATES DIMENSION TO BE VERIFIED PRIOR TO FABRICATION AND

CONSTRUCTION.

FOUNDATION GENERAL NOTES

FOUNDATION KEY NOTES

KEY PLAN

4' 8' 16'0'

PLAN

NORTH

A B

C

6" THICK CONCRETE SLAB WITH #4@12" EW @ MID-THICKNESS. PLACE 15 MIL

VAPOR RETARDER BETWEEN SLAB AND 6" OF #57 STONE (CAPILLARY

BREAK).

1.

1/8" = 1'-0" A2

GROUND FLOOR - AREA B

NOT TO SCALE (S-102)

A4

ENLARGED DETAIL PLAN

NBJ NBJ

BOS EL 14'-2 5/8" (TYP, UNO)

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

VENEER,

SEE ARCH

GRADE,

SEE CIVIL

LIGHT GAUGE METAL STUD,

BY SUPPLIER

REINFORCING,

SEE PLAN

CONT #4 NOSING BAR W/

MATCHING CORNER BARS 8" 1' - 6"

INSULATION,

SEE ARCH

(3) #5 CONT

#5 @ 12", BEND AS SHOWN

GROUT SOLID BELOW GRADE

STABLE SLOPE

VAPOR RETARDER

6" #57 STONE

TOC EL. 0"

8" 1'

TOC EL. 0'-0"

(M

IN

6"

DOOR OR STOREFRONT,

SEE ARCH

#5 CONT ACROSS OPENING, EXTEND

LAP LENGTH BEYOND EACH END

OR END W / 90 DEG HOOK

1' - 6"

2'

REINFORCING,

SEE PLAN

(3) #5 CONT

#5 @ 12", BEND AS SHOWN

STABLE SLOPE

VAPOR RETARDER

CONC SIDEWALK

SEE CIVIL

#5 DOWEL @ 12" OC

12" EMBED EA END

6" #57 STONE

TOC EL. 0"

LAP LENGTH

TOC EL. 0'-0"

VENEER,

SEE ARCH

GRADE,

SEE CIVIL

CONT #4 NOSING

BAR W/ MATCHING

CORNER BARS

(3) #5 CONT

#5 @ 12", BEND AS SHOWN

GROUT SOLID BELOW GRADE

STABLE SLOPE

HAIRPIN REINFORCING,

SEE PLAN

REINFORCING, SEE PLAN

INSULATION, SEE ARCH

LIGHT GAUGE METAL STUD,

BY SUPPLIER

PEMB COLUMN, BY

SUPPLIER (BEYOND)

REF PLAN FOR SIZE AND REINFORCING

FOUNDATION

(4) #6 CENTERED ON COL,

TYP EW, BEND AS SHOWN

W/ 90° STD BOTT HOOKS

LAP LENGTH

6" #57 STONE

TOC EL. 0"

8"

8"

TOC EL -2' - 0"

TOC EL. 0'-0"

(M

IN

6"

TIES PER

A3/S-003

PEMB COLUMN,

BY SUPPLIER

HAIRPIN REINFORCING,

SEE PLAN

REINFORCING,

SEE PLAN

SEE PLAN FOR SIZE AND REINFORCING

FOUNDATION

PIER TO BE

MONOLITIHICALLY

POURED WITH SLAB

SEE DETAIL A3/S-003

FOR PIER INFORMATION,

PIER LOCATIONS AT

COLUMN LINES F-7 AND

F-8

6" #57 STONE

TOC EL. 0"

TOC EL. -2' - 0"

TOC EL. 0'-0"

F

TYP

LAP LENGTH

x 8'-0"

6' - 0"

SLAB REINF,

SEE PLAN

EMBED L1 3/4X1 3/4X1/4 (4 SIDES)

W/ 1/2"ØX4" LONG HEADED

STUDS @ 12" OC (MAX)

FLOOR DRAIN (SEE

PLUMBING SHEETS)

SLOPE ALL SIDES

TOWARDS CENTER 1/2:12

1 1/2"X 3/16" GALV GRATING

(SEE ARCH) (SPAN IN

SHORT DIRECTION)

6"

1' - 6"

SEE SECTION C2 THIS

SHEET FOR INFORMATION

NOT SHOWN

6" 6"

MATCH SLAB

REINFORCING SIZE

AND SPACING, TYP

TOC EL. 0"TOC EL. 0'-0"

(M

IN

1/ 2"

7 8

G

B4 S-501

3" 3"

HSS10X6X3/8

HSS10X6X3/8

HSS10X6X3/8

HSS10X6X3/8

PEMB COLUMN,

BY SUPPLIER

PEMB COLUMN,

BY SUPPLIERF5.5

F5.5 F5.5

F5.5

5"

6'

HSS14X6X3/8

H S

S 8X

6X 3/

HSS8X6X3/8

H S

S 8X

6X 3/

2"

2"

TOS EL 12'-8"

T O

S E

L

'-8

T O

S E

L

'-8

TOS EL 14'-2 5/8"

A3

S-501 TYP

1/4" CAP PL

(SEAL WELD),

TYP 4 PLACES

TYP

1' - 2"

EOS

1' - 2"

EOS

A3

S-501 OPP

6'

E O

S

G

CONT L7x4x3/8 (LLH)

LIGHT GAGE METAL

STUD, BY SUPPLIER

1/4 3-12 1/4 3-12

TYP

1/4 3-12 1/4 3-12

TYP

CONT 3/8" BENT PL (8"

VERT LEG, 7" HORIZ LEG)BEAM, REF PLAN

VENEER, REF ARCH

VENEER, REF ARCH

LIGHT GAGE METAL

STUD, BY SUPPLIER

BEAM, REF PLANTOS EL 12' - 8"

TOS EL 14' - 2 5/8"

BOS EL 12'-0"

BOS EL 12'-8"

COL, REF PLAN

1" BPx14"x1'-6" LONG

W/ (4) 3/4"Ø ANCHOR

BOLTS, 8" EMBED (2"

EDGE DIST, TYP)

N S

G R

O U

T

1/

2"

1/4

SEE PLAN FOR SIZE AND REINFORCING

FOUNDATION

SLAB AND TURNDOWN, SEE

SECTION C1 THIS SHEET FOR

INFORMATION NOT SHOWN

TOC EL. -2'-0"

TOC EL. -0"TOC EL. 0'-0"

CANOPY,

SEE ARCH

PEMB COLUMN,

BY SUPPLIER

VENEER, SEE

ARCH

CONNECTION AND

MISC HSS6x6 BY

PEMB SUPPLIER,

SEE DESIGN LOADS

ON PLAN1/4" CAP PL,

SEAL WELD

ALL AROUND

HSS6x6

BOS EL 14'-2 5/8"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

A M

P L

E J E

U N

E

J A

C K

S O

N V

IL

L E

N

C

AS NOTED

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

I E

D

440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

/2

/2

:0

:1

A

M C rv t\

\1

-S

-C E

N T

R A

L

J a s o n .C o o k s e y .r v t

S-501

P

M

A R

IN

E

R A

ID

E

R H

E A

D Q

U A

R T

E R

S

S

TR

U C

TU

R

A L

S E

C T

IO

N

S

D E

TA

IL

S

RM

12794289

JMC SD

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

JA

C

K S

O N

V

IL

LE

, N

O R

T H

C A

R O

LI

N

A M

A R

S O

C

EJA

M

ID

L A

N T

C I C

O R

E

1/2" = 1'-0" C1

SECTION

1/2" = 1'-0"

C2

SECTION

1/2" = 1'-0" C3

SECTION

1/2" = 1'-0" B1

SECTION

1' 2' 4'0' 1' 2' 4'0'

1' 2' 4'0'

1' 2' 4'0'

1/2" = 1'-0" B2

SECTION

1' 2' 4'0'

1/4" = 1'-0" A1

ENLARGED DETAIL PLAN

2' 4' 8'0'

1/2" = 1'-0" B4

SECTION

1' 2' 4'0'

1/2" = 1'-0" A3

SECTION

1' 2' 4'0' 3/4" = 1'-0"

A4

SECTION

0' 1' 2' 3'

NBJ

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

DOOR NUMBER

(REFER TO DOOR SCHEDULE)

DOOR TAG

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

SPECIALITY ITEM NUMBER

SPECIALITY ITEM TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

PARTITION IN PLAN

ROOM

A1

A-301

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

A-401

INTERIOR ELEVATION

TAG

INTERIOR ELEVATION NUMBER

SHEET WHERE DRAWN

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1

A-301

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1

A-301

BUILDING SECTION

TAG SECTION NUMBER

SHEET WHERE DRAWN

A1

A-301

BUILDING

NEW WORK

KEYNOTE TAG

KEYNOTE NUMBER

A-901 PHOTOGRAPH TAG

PHOTOGRAPH NUMBER

SHEET WHERE SHOWN

A1

A-501

A1

A1

A1

B

A1

PLAN

NORTH

TRUE NORTH

PLAN TITLE

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

PARTITION TAG

PARTITION

DESIGNATION

A1

PARTITION

MATERIALS LEGEND

CONCRETE MASONRY UNIT

CAST-IN-PLACE CONCRETE

STEEL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

WOOD - ROUGH

WOOD BLOCKING

CMU - PAINTED

SECTION ELEVATION

CMU - PAINTED - ACCENT

GLAZING

CONCRETE FOUNDATION

EARTH / COMPACT FILL

POROUS FILL / GRAVEL

ALUMINUM

BRICK

GYPSUM BOARD

PLYWOOD

SAND / MORTAR / PLASTER

ACOUSTICAL TILE CEILING

CERAMIC TILE

FINISHED WOOD

BRICK - RUNNING

BRICK - SOLDIER COURSE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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AS NOTED

UNCLASSIFIED

UNCLASSIFIED

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440 S. CHURCH STREET, SUITE 1000

CHARLOTTE, NC 28202

TEL (704)338-6700

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12794290

AVS KLC

06/19/2020

Approved by Emily Sylvester, Director of Installation Development Division

SGL/RMS

1603164

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SECT SECTION

SF SQUARE FOOT

SH SHINGLES / SINGLE HUNG

SIM SIMILAR

SPC SUSPENDED PLASTER CEILING

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STOR STORAGE

STR STRAIGHT STRIKE / STRINGERS

SUSP SUSPENDED

T&B TOP AND BOTTOM

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TOS TOP OF SLAB / STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

VAR VARIATION

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION / VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WASTE / WATT / WEST / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET / WALL COVERING

WD WOOD

WH WATER HEATER

WP WATERPROOFING / WEATHERPROOF / WORKING

POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XRMR TRANSFORMER

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFS OUTSIDE FACE OF STEEL

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

PCT PERCENT

PEJ PREMOLDED EXPANSION JOINT

PEMB PRE-ENGINEERED METAL BUILDING (MBS - METAL

BUILDING SYSTEM)

PL PROPERTY LINE

PLAS PLASTER / PLASTIC

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

QT QUARRY TILE

R RADUIS / RISER

RA RETURN AIR

RAD RETURN AIR DUCT

RB RESILIENT BASE

RD ROOF DRAIN / ROAD

REFL REFLECT

REFR REFRIGERATION

REINF REINFORCE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RL ROOF LEADER

RM ROOM

RND ROUND

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

S SOUTH

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SCHED SCHEDULE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GL GLASS / GROUND LEVEL

GR GROSS

GSU GLAZED STRUCTURAL UNIT

GYP GYPSUM

H HIGH

HB HOSE BIB

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVY HEAVY

ID INSIDE DIAMETER

INSUL INSULATION / INSULATED

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR CLOSET

LAV LAVATORY

LB POUND

LT LIGHT

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MBS METAL BUILDING SYSTEM

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM / MINUTE

MISC MISCELLANEOUS

ML MATCH LINE

MO MASONRY OPENING / MOTOR OPERATED

MTD MOUNTED

MTG MOUNTING / MEETING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

CPT CARPET / COMMON PATH OF TRAVEL

CT CERAMIC TILE

CTR CENTER

D DEPTH / DEEP

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DR DRAIN

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC / ELECTRICAL

EPDM ETHLENE PROPYLENE DIEN MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED / EXPAND

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FF FINISH FACE

FG FIGURE

FHC FIRE HOUSE CABINET

FIN FLR FINISHED FLOOR

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUB / FACE OF SLAB

FR FRAME / FIRE RATING / FIRE RESISTANT

FT FOOT, FEET

FTG FOOTING

GA GAUGE

AB ANCHOR BOLT

ACS PNL ACCESS PANEL

ADJ ADJUST

ALT ALTERNATE, ALTITUDE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BLDG BUILDING

BLW BELOW

BM BEAM

BOS BOTTOM OF SLAB / STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CFMF COLD FORMED METAL FRAMING

CI CAST IRON

CIP CAST IRON PIPE

CJ CONTROL / CONSTRUCTION JOINT

CLG CEILING

CLG REG CEILING REGISTER

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNDS CONDENSATE

CNSTR CONSTRUCTION

CNTR CNTR

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONT CONTINUE / CONTINUOUS

CORR CORRIDOR

ARCHITECTURAL ABBREVIATIONS

GENERAL NOTES

GOVERNING REGULATIONS

SEE G-002

BUILDING DESIGN CRITERIA

SEE G-002

18. CONTRACTOR IS RESPONSIBLE TO PERFORM ALL WORK PER LOCAL AND STATE CODES,

AND JURISDICTION HAVING AUTHORITY.

17. NO WORK TO BE PERFORMED BY ANY THIRD TIER CONTRACTOR.

16. CONTRACTOR TO PURCHASE AND INSTALL ALL APPLIANCES AND EQUIPMENT IN

PROJECT.

15. ALL SMOKE BARRIER WALLS ARE TO EXTENDED FROM BACK SIDE OF EXTERIOR WALL

SHEATHING TO BACK SIDE OF EXTERIOR WALL SHEATHING OR ANOTHER SMOKE

BARRIER WALL.

14. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER LOWER RATED WALLS & ARE TO

CONTINUE THROUGH ALL SUCH INTERSECTIONS.

13. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE WITH DETAILS

TAKING PRECEDENCE OVER EITHER. CONTRACTOR SHALL NOTIFY CONTRACTING

OFFICER OF ANY CONFLICTS OR DISCREPANCIES WITH EITHER DRAWINGS OR

SPECIFICATIONS, IN WRITING, PRIOR TO SHOP DRAWING SUBMITTAL AND/OR

PROCEEDING WITH THE WORK IN QUESTION.

12. REFER TO DOOR SCHEDULE AND WALL PARTITION TYPE SHEETS AND ‘I’ SERIES SHEETS

FOR INTERIOR ROOM FINISH SCHEDULE AND ADDITIONAL NOTES/DIRECTIONS.

11. ‘TYPICAL’ OR ‘TYP’ MEANS THAT THE CONDITION IS REPRESENTATIVE FOR ALL SIMILAR

CONDITIONS UNLESS OTHERWISE NOTED. ‘SIMILAR’ OR ‘SIM’ MEANS COMPARABLE

CHARACTERISTICS FOR THE CONDITIONS NOTED. ‘ALIGN’ AS USED IN THESE

DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF MATERIAL AND

EQUIPMENT. PROVIDE PATCH/REPAIR IN ALL AREAS AS REQUIRED (WHETHER

SPECIFICALLY SHOWN OR NOT) TO ACCOMMODATE ALL WORK REQUIRED WITHIN THIS

SCOPE OF WORK FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE

PROTECTION.

9. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING

HANGERS OR OTHER SUPPORTS FOR ALL FIXTURES, EQUIPMENT, CABINETRY,

FURNISHINGS AND ALL OTHER ITEMS REQUIRING SAME.

8. COORDINATE ALL REQUIRED CONDUIT, PIPING, AND CHASES FOR ALL GOVERNMENT

FURNISHED, GOVERNMENT INSTALLED EQUIPMENT.

7. REFER TO MEP DRAWINGS FOR ADDITIONAL MEP SPECIFIC INFORMATION.

6. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STRUCTURAL SPECIFIC

INFORMATION.

5. REFER TO LIFE SAFETY DRAWINGS FOR ADDITIONAL FIRE / SMOKE RATING

REQUIREMENTS.

4. ALL DIMENSIONS GIVEN AS CLEAR ARE NOT ADJUSTABLE WITHOUT PRIOR APPROVAL

BY WAY OF RFI.

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND,

NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. NOT ALL GRID LINES ARE

CENTER.

2. THE CONTRACTOR SHALL CHECK ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND

DIMENSIONS FOR ACCURACY AS SHOWN BEFORE PROCEEDING WITH THE WORK.

NOTIFY CONTRACTING OFFICER AND ARCHITECT IN WRITING FOR CLARIFICATION IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.

1. REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK.

NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION OF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS DISCOVERED. DRAWINGS & SPECIFICATIONS ARE

COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS.

S Y

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D A

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A

P P

DJD

D1

A-002

C1

A-002

LINE OF AIR BARRIER ABOVE, TYP

LINE OF AIR BARRIER ABOVE, TYP

D1

A-100

C1

A-002

A38

A37A37

A39

D1

A-002

A37A37

A38

AIR BARRIER LEGEND

FLUID APPLIED AIR AND WATER BARRIER

SHEET MEMBRANE AIR AND VAPOR BARRIER

ROOF ASSEMBLY AIR AND VAPOR BARRIER

FLEXIBLE FLASHING MEMBRANE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

IL

IT

IE

S

E N

G

IN

E E

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IN

G C

O M

M A

N D

DRAWFORM REVISION: 17 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A V A L F A C

IL

IT

IE

S E N G

IN

E E R

IN

G C O M M A N D M

ID

-A T L A N T

IC

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