Structural.pdf

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Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

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DESIGN CRITERIA

5.

1.

2.

3.

4.

6.

SNOW LOAD:

GROUND SNOW LOAD, Pg 20 PSF

IMPORTANCE FACTOR, I 1.0

EXPOSURE FACTOR, Ce

1.0

1.0

THERMAL FACTOR, Ct

FLAT-ROOF SNOW LOAD, Pf

150 PSF

WIND LOAD:

BASIC WIND SPEED (3-SECOND GUST) 115 MPH

EXPOSURE

INTERNAL PRESSURE COEFFICIENT, GCpi

8.

UNIFIED FACILITIES CRITERIA (UFC) STANDARDS:

LIVE LOAD:

ROOF:

20 PSF

20 PSF (REDUCIBLE)

100 PSF

MECHANICAL ROOM (HVAC)

TYPICAL, UNLESS NOTED OTHERWISE

ROOF LIVE LOAD

6.

DESIGN CODE AND STANDARD:

+/- 0.18

7.

1.0

SEISMIC LOAD:

SPECTRAL RESPONSE ACCELERATIONS:

S

S

D1S

SDS

S

SEISMIC DESIGN CATEGORY

IMPORTANCE FACTOR, I

SITE CLASS

9.

8.

ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

2015 INTERNATIONAL BUILDING CODE

ROOF - (ROOFING SYSTEM, CEILING, LIGHTS, MEP, ETC.)

II

FIRST FLOOR (SLAB-ON-GROUND):

C

D

0.276

0.090

0.260

0.144

C

SUPERIMPOSED ROOF DEAD LOAD:

14.0 PSF

20.0 PSF

SNOW DRIFTS IN ACCORDANCE WITH SECTION 7 OF ASCE 7

MIN FLAT-ROOF SNOW LOAD, Pm

ENCLOSURE CLASSIFICATION ENCLOSED

TOPOGRAPHIC FACTOR 1.0

GUST FACTOR 0.85

VELOCITY PRESSURE COEFFICIENT

VELOCITY PRESSURE, qh 25.3 PSF

RISK CATEGORY II

5. DEFLECTION CRITERIA (SERVICEABILITY)

LL

= L/360 LIVE LOAD

TL

= L/240 TOTAL LOAD

TYPICAL STEEL ROOF FRAMING

10.

1.

2.

3.

4.

5.

MASONRY:

1,500 PSISPECIFIED DESIGN STRENGTH OF MASONRY, f 'm

CONCRETE MASONRY PROPERTIES:

a) b) c)

UNLESS OTHERWISE SPECIFIED:

ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING,

ACI 530-13; BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

ACI 530.1-13; SPECIFICATION FOR MASONRY STRUCTURES

COMPRESSIVE STRENGTH OF 2000 TO 4000 PSI.

GROUT: ASTM C476 GROUT. GROUT SHALL HAVE A 28-DAY

MORTAR: ASTM C270, TYPE S. MASONRY CEMENT SHALL NOT BE USED.

COMPRESSIVE MASONRY STRENGTH.

CONCRETE MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, NET 1900 PSI

RISK CATEGORY

ANTI-TERRORISM CRITERIA:

OCCUPANCY PRIMARY GATHERING

LEVEL OF PROTECTION LOW

BLAST WEIGHT II

STANDOFF DISTANCE 86 FEET

CONCRETE PROPERTIES:

4,000 PSI

3,000 PSI

1.

2.

TYPICAL CONCRETE (UNLESS NOTED OTHERWISE)

MINIMUM 28 DAY

COMPRESSIVE STRENGTH

3.

4.

FOLLOWING, UNLESS OTHERWISE SPECIFIED:

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

APPLICATION:

ACI 301-10; SPECIFICATIONS FOR STRUCTURAL CONCRETE

ACI 318-14; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

EMBEDDED ALUMINUM CONDUITS AND PIPES SHALL NOT BE PERMITTED.

WALLS, BEAMS, OR COLUMNS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

CONDUITS, PIPES, DUCTS, OR SLEEVES SHALL NOT BE EMBEDDED WITHIN SLABS,

EQUIPMENT FURNISHED PRIOR TO PLACEMENT OF CONCRETE.

ETC. WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND

OPENINGS, SLEEVES, INSERTS, DOWELS, DEPRESSIONS, CURBS, PITS, CONDUITS,

THE CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF EMBEDDED ITEMS,

REINFORCEMENT SHALL BE AS INDICATED ON DRAWINGS AND DETAILS.

UFC 4-010-01; DoD MIN AT STANDARDS FOR BLDGS, W/ CHANGE 1 (01 OCT 2013)

UFC 1-200-01; GENERAL BUILDING REQUIREMENTS, (20 JUN 2016)

REINFORCED CONCRETE:

APPROXIMATELY 3/16 INCH.

CONTACT. CONCRETE SURFACES SHALL BE ROUGHENED A FULL AMPLITUDE OF

ROUGHEN AND CLEAN EXISTING CONCRETE WHEN NEW CONCRETE IS PLACED IN

SAME AMOUNT.

CONCRETE COVER FOR REINFORCING SHALL BE INCREASED ACCORDINGLY BY THE

AT LEAST 3 INCHES MORE THAN THE REQUIRED DIMENSION. THE MINIMUM

WHEN THE SIDES OF CONCRETE IS EARTH-FORMED, EACH SIDE SHALL BE WIDENED

SLABS ON GROUND.

THE CONTRACTOR SHALL SUBMIT A PROPOSED FLOOR JOINT LAYOUT FOR NEW

2.

3.

4.

5.

1.

GENERAL CONSTRUCTION

1.

2.

RECTANGULAR AND SQUARE HSS

ASTM A36

ROUND HSS

STEEL PIPE

W-SHAPES AND WT-SHAPES 50 KSI

(Fy)

ASTM A992

ANGLES AND CHANNELS 36 KSI

ASTM A500 GRADE B

ASTM A500 GRADE B

46 KSI

42 KSI

35 KSIASTM A53 GRADE B

36 KSIASTM A36

TENSION-CONTROL BOLT ASSEMBLIES

3.

DIRECT-TENSION INDICATORS

ASTM F1852, TYPE 1 (TWIST-OFF)

ASTM F959, TYPE 325

NUTS

WASHERS

ASTM A563

ASTM F436

THREADED RODS ASTM A36

E70XX

4.

WELD FILLER METAL

5.

8.

7.

6.

SUSPENDED LOADS:

STRUCTURAL SHAPES AND PLATES:

FASTENING PRODUCTS:

ACCORDANCE WITH THE FOLLOWING, UNLESS OTHERWISE SPECIFIED:

ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN

CONVENTIONAL BOLTS ASTM A325, TYPE 1

AISC 360-10; SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

1.

2.

3.

POWDER-ACTUATED FASTENERS:

1.

FASTENERS SHALL BE MECHANICALLY ZINC COATED FOR CORROSION PROTECTION.

MATERIAL TYPES AND THICKNESSES.

THE FASTENER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS FOR

FASTENER STYLE, PIN DEPTH, AND PIN LENGTH SHALL BE APPROVED FOR USE BY

REFERENCED CODE BY AN ICC-ES REPORT.

POWDER-ACTUATED FASTENERS SHALL BE APPROVED FOR USE WITH THE

2.

3.

BLAST-RESISTANT DESIGN:

1.

2.

SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C.O..

HOLES OR OPENINGS SHALL NOT BE CUT IN ANY STRUCTURAL MEMBER UNLESS

SECTION J2b

INCH OR THE MAXIMUM SIZE THAT CAN BE APPLIED IN ACCORDANCE WITH AISC 360

UNLESS NOTED OTHERWISE, FILLET WELD SIZES SHALL BE THE SMALLER OF 5/16

THEY ARE SHOP OR FIELD WELDS.

FIELD WELDS ARE NECESSARY. STEEL SHOP DRAWINGS SHALL INDICATE WHETHER

POSSIBLE. THE CONTRACTOR AND STEEL FABRICATOR SHALL DETERMINE WHERE

WELDING SHALL BE PERFORMED IN THE FABRICATION SHOP TO THE EXTENT

ACCORDANCE WITH AWS D1.1.

USED ON THE PROJECT BY AN AWS CERTIFIED TESTING AGENCY AND IN

PRIOR TO USE ON THE PROJECT. WELDERS SHALL BE QUALIFIED FOR EACH WPS

NOT PREQUALIFIED BY AWS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1

A WELDING PROCEDURE SPECIFICATION (WPS) PREQUALIFIED BY AWS D1.1. WPS

ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED IN ACCORDANCE WITH

TIGHTEN BOLTS TO THE SNUG-TIGHT OR PRE-TENSIONED CONDITION.

MISCELLANEOUS STEEL

AWS D1.1-2015; STRUCTURAL WELDING CODE - STEEL

PLATES

6.

POST-INSTALLED ANCHORS:

ADHESIVE ANCHORS

DIAMETER

ANCHOR

THREADED

1/2"

5/8"

3/4"

7/8"

1"

CONCRETE

4"

5"

6"

7"

8"

MASONRY

4 1/2"

5 5/8"

6 3/4"

CONCRETE MASONRY

MECHANICAL ANCHORS

(MINIMUM EMBEDMENT) (MINIMUM EMBEDMENT)

DIAMETER

ANCHOR

1/2"

5/8"

3/4"

3 1/2"

4 1/2"

5 1/2"

3 1/2"

4 1/2"

5 1/2"

1.

2.

ANCHOR ELEMENTS SHALL CONFORM WITH THE RESPECTIVE ICC-ES REPORT.

3. MECHANICAL ANCHORING SYSTEMS IN CONCRETE SHALL BE AS FOLLOWS:

4.

INCHES (MINIMUM) ABOVE AND BELOW ANCHOR LOCATION.

NOT ENCOUNTERED, CELL FACE SHALL BE BROKEN AND GROUTED SOLID 8

ANCHORS SHALL BE INSTALLED IN GROUTED CELLS. IF GROUTED CELLS ARE

ANCHOR ELEMENTS SHALL CONFORM WITH THE RESPECTIVE ICC-ES REPORT.

ADHESIVE ANCHORING SYSTEMS IN MASONRY SHALL BE AS FOLLOWS:

5.

MECHANICAL ANCHORING SYSTEMS IN MASONRY SHALL BE AS FOLLOWS:

6.

WITH THE MANUFACTURER'S RECOMMENDATIONS.

ANCHORS SHALL BE INSTALLED AND TORQUED IN COMPLETE ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS.

ANCHORS SHALL BE INSTALLED AND TORQUED IN COMPLETE ACCORDANCE

APPROVED EQUAL WITH ICC-ES REPORT

ESR-1771)

STRONG-BOLT BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES

KWIK BOLT TZ BY HILTI, INC. (ICC-ES ESR-1917)

APPROVED EQUAL WITH ICC-ES REPORT

SET BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES ESR-1772)

HIT-HY 150 MAX BY HILTI, INC. (ICC-ES ESR-1967)

APPROVED EQUAL WITH ICC-ES REPORT

ESR-1396)

WEDGE-ALL BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES

KWIK BOLT 3 BY HILTI, INC. (ICC-ES ESR-1385)

7.

APPROVED EQUAL WITH ICC-ES REPORT

SET-XP BY SIMPSON STRONG-TIE ANCHOR SYSTEMS (ICC-ES ESR-2508)

HIT-HY 150 MAX-SD BY HILTI, INC. (ICC-ES ESR-3013)

HIT-RE 500-SD BY HILTI, INC. (ICC-ES ESR-2322)

ADHESIVE ANCHORING SYSTEMS IN CONCRETE SHALL BE AS FOLLOWS:

RESPECTIVE ICC-ES REPORT, AND THE APPLICABLE BUILDING CODE.

EQUIPMENT MANUFACTURER'S REQUIREMENTS, THE REQUIREMENTS OF THE

TO THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE

INSTALLATION AND INSPECTION OF ALL POST-INSTALLED ANCHORS SHALL CONFORM

SCHEDULES, UNLESS NOTED OTHERWISE IN A SPECIFIC SECTION OR DETAIL.

PROVIDE THE MINIMUM EMBEDMENT DEPTHS INDICATED IN THE FOLLOWING

NOTED OTHERWISE.

MECHANICAL ANCHORING SYSTEMS SHALL BE ZINC PLATED CARBON STEEL, UNLESS

0.85 @ 18 FT

SPECIFICALLY NOTED OTHERWISE.

MASONRY COURSES SHALL BE PLACED IN A RUNNING BOND PATTERN, UNLESS

G E

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L S

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S T

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SITE AND STRUCTURAL FILL CONCRETE (NON-STRUCTURAL)

7.

5.

4.

3.

2.

1.

6.

K S

O E

L B

E R

G

SUPPORT OF NON-STRUCTURAL COMPONENTS:

PRODUCES THE WORST AFFECT.

REQUIRED IN ADDITION TO ANTI-TERRORISM PROTECTION, USE WHICHEVER

AND BRACING FOR MISCELLANEOUS EQUIPMENT. WHERE SEISMIC PROTECTION IS

FOR ADDITIONAL REQUIREMENTS REFER TO SPECIFICATION 13 48 00, ANCHORAGE

PROFESSIONAL ENGINEER.

CALCULATIONS AND DETAILS SHALL BE SEALED AND SIGNED BY A

ANCHORAGES THAT CLEARLY INDICATE THE CRITERIA USED FOR DESIGN.

STRUCTURAL DESIGN CALCULATIONS FOR ATTACHMENTS, BRACES, AND

CONNECTION HARDWARE, BRACES, AND ANCHORAGE.

DETAILS OF COMPLETE ATTACHMENT ASSEMBLIES THAT INCLUDE

31 POUNDS.

COMPLETE LIST OF OVERHEAD EQUIPMENT THAT WEIGHS MORE THAN

THE CONTRACTOR SHALL SUBMIT THE FOLLOWING INFORMATION TO THE C.O.:

WEIGHT APPLIED IN ANY HORIZONTAL DIRECTION.

LATERALLY SUPPORTED FOR A MINIMUM FORCE OF 0.5 TIMES THE EQUIPMENT

COMPONENTS AND EQUIPMENT THAT WEIGH MORE THAN 31 POUNDS SHALL BE

WEIGHT IN THE DOWNWARD DIRECTION.

VERTICALLY SUPPORTED FOR A MINIMUM FORCE OF 1.5 TIMES THE EQUIPMENT

COMPONENTS AND EQUIPMENT THAT WEIGH MORE THAN 31 POUNDS SHALL BE

ANTI-TERRORISM PROTECTION AS FOLLOWS:

EQUIPMENT SHALL BE VERTICALLY SUPPORTED AND LATERALLY BRACED FOR

OVERHEAD ARCHITECTURAL, MECHANICAL, AND EQUIPMENT COMPONENTS AND

WITH THE REFERENCED CODES.

COMPONENTS AND EQUIPMENT SUPPORTS. THE DESIGN SHALL BE IN ACCORDANCE

INSTALLATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, DETAILS, AND

4.

STRUCTURAL QUALITY ASSURANCE

TO VERIFY CONFORMANCE WITH 03 30 53, CAST-IN-PLACE CONCRETE.

CONTRACTOR SHALL PROVIDE QUALITY CONTROL TESTING OF CONCRETE WORK

PREPARATION SHALL BE VERIFIED PRIOR TO PERFORMING WELD.

CONNECTION OF SKYLIGHT SUPPORTS TO EXISTING STRUCTURE. JOINT

PROVIDE CONTINUAL VISUAL INSPECTION OF WELDING ASSOCIATED WITH

PARAPET ADDITION, FIRE PROTECTION PIPING/SYSTEM ANCHORAGE.

ADHESIVE DOWELS FOR BLAST RESISTIVE WINDOW/PANELS, MASONRY

PROVIDE PERIODIC INSPECTION OF POST INSTALLED ANCHORS AND REBAR

INSPECT LOOSE LINTEL INSTALLATION INCLUDING POST INSTALLED ANCHORS.

EXTENT OF REINF AND GROUTING.

REINFORCEMENT AND GROUTING PROCEDURES. VERIFY SIZE, LOCATION AND

INSPECT NEW OPENINGS IN EXISTING MASONRY WALL FOR NEW

SPECIAL INSPECTION REQUIRED FOR THE FOLLOWING FEATURES OF WORK:

PLAN.

SHALL BE BROUGHT TO THE ATTENTION OF THE CO WITH A CORRECTIVE WORK

DISCREPANCIES OR WORK NOT MEETING THE DRAWINGS AND SPECIFICATIONS

CONTRACTOR SHALL SUBMIT TEST AND INSPECTION REPORTS TO THE CO. ANY

TO PERFORM INSPECTIONS.

OF EXPERIENCE IN SIMILAR TYPE WORK AND HAVE INDUSTRY QUALIFICATIONS

QUALIFICATIONS FOR APPROVAL. AGENCY SHALL HAVE A MINIMUM OF 5 YEARS

CONTRACTOR SHALL SUBMIT 3RD PARTY INSPECTION AND TESTING AGENCY

CRITICAL.

RECORD AND ARE INTENDED TO VERIFY MATERIALS AND WORKMANSHIP OF

CONTRACTOR QUALITY CONTROL (CQC), THE GOVERNMENT OR ENGINEER OF

SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS CONDUCTED BY

AND CHAPTER 17 OF IBC.

PROVIDE SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH UFC 1-200-01

CONTRACTOR SHALL EMPLOY AN INDEPENDENT 3RD PARTY AGENCY TO

STRENGTH.

BOLT EDGE DISTANCE, STRENGTH OF SUPPORTING STRUCTURAL ELEMENTS, AND GLAZING

CALCULATED BLAST PRESSURE, SHEAR DEMAND ON ANCHOR BOLTS, MINIMUM ANCHOR

FABRICATION. AS A MINIMUM, THE SUBMITTAL SHALL INDICATE ALL DESIGN ASSUMPTIONS,

SHALL BE SUBMITTED TO THE C.O. AND ENGINEER OF RECORD FOR REVIEW PRIOR TO

THE SEAL OF THE ENGINEER, DEMONSTRATING COMPLIANCE WITH THE DESIGN CRITERIA,

COMPONENT MANUFACTURER. DESIGN CALCULATIONS AND SHOP DRAWINGS BEARING

COMPONENT BY QUALIFIED PROFESSIONAL ENGINEER, WHO IS RETAINED BY THE

BLAST RESISTANT GLAZING SYSTEMS SHALL BE DESIGNED AS AN ENGINEERED

WITH UFC 4-010-01, FOR APPLICABLE CRITERIA SHOWN ON S-001.

BLAST RESISTANT GLAZING SYSTEMS AND DOORS SHALL BE DESIGNED IN ACCORANCE

1.

POINTS, OTHERWISE REINFORCE JOIST PER TYPICAL DETAILS.

LOCATE CONCENTRATED LOADS ON OPEN-WEB JOISTS WITHIN 6 INCHES OF PANEL

CONNECTION TYPES.

ECCENTRIC LOADS UPON THE BEAM/OPEN-WEB JOISTS BY USING CONCENTRIC

SUSPENDED LOADS SHALL BE APPLIED IN A MANNER THAT DOES NOT IMPOSE

2.

ADDITIONAL REQUIREMENTS.

SEE SPECIFICATION 03 30 53, MISCELLANEOUS CAST-IN-PLACE CONCRETE FOR

ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY (FV)

WHERE DIMENSIONS ARE SHOWN FOR EXISTING STRUCTURES, THEY ARE

WITH EQUIPMENT FURNISHED PRIOR TO PROCEEDING WITH RELATED WORK.

AND ROOFS WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS, AND

VERIFY SIZE AND LOCATION OF ALL OPENINGS THROUGH FLOORS, WALLS, SLABS,

UNLESS NOTED OTHERWISE.

DIMENSIONS SHOWN ARE TO THE CENTERLINE OF MEMBERS OR FACE OF WALLS,

TYPICAL DETAILS.

LOCATION. COORDINATE WITH THE C.O. FOR INTERPRETATION OF APPLICABILITY OF

OCCURRING ON THE PROJECT WHETHER OR NOT THEY ARE IDENTIFIED IN EACH

TYPICAL DETAILS AS SHOWN ON THE DRAWINGS APPLY TO SIMILAR SITUATIONS

UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE C.O. / ENGINEER.

EXISTING STRUCTURAL MEMBERS SHALL NOT BE CUT (FOR PIPES, DUCTS, ETC.)

PURPOSES OF BIDDING, SCHEDULING, AND CONSTRUCTION.

SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS FOR

ATTENTION OF THE C.O. PRIOR TO PROCEEDING WITH RELATED WORK.

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE

OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT

EXISTING ELEVATIONS AND DIMENSIONS ASSOCIATED WITH THE WORK. ALL

PRIOR TO FABRICATION AND CONSTRUCTION, THE CONTRACTOR SHALL VERIFY

USED TO DETERMINE SPECIFIC DIMENSIONS OR QUANTITY OF MATERIALS.

ON THE DRAWINGS ARE INTENDED FOR INFORMATION USE ONLY AND SHALL NOT BE

STRUCTURAL DRAWINGS SHALL NOT BE SCALED. REFERENCE SCALES INDICATED

8.

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C h e ck e d b y

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C a d F il e

D a te

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D e s c ri p ti o n

Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5S -1

0.

d g n

S p e c

P ro je ct

B o is e I d a h o

2-

FILENAME: PLOT DATE: PLOT TIME:2019\04\25 6:09:23 AM

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682783

S-110

KEYED NOTES

GENERAL NOTES

X

1/16"=1'-0"

O V E

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LEGEND:

682783_2215S-110.dgn

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STRUCTURAL FLOOR PLAN

3 4

1(TYP 7 PLACES)

5 (TYP 16 PLACES)

NEW CONCRETE

N

PLAN TRUE

N

GROUND REINF.

TO FABRICATION AND PLACEMENT OF SLAB ON

SLABS WITH ARCH, MECH, AND ELEC DRAWINGS PRIOR

CONC EQUIP PADS, CURBS, AND RECESSED FLOOR

DRAINS, UNDERSLAB PIPING, UNDERSLAB CONDUITS,

COORDINATE SIZE AND LOCATION OF ALL FLOOR D.

BRACING, SHORING, RIGGING, FORMWORK, ETC.

COMPONENTS TO SAFELY PERFORM WORK, INCLUDING

CONTRACTOR IS RESPONSIBLE FOR NECESSARY

FOR EXECUTING CONSTRUCTION ACTIVITIES.

THESE PLANS DO NOT INDICATE MEANS AND METHODS C.

CONSTRUCTION.

(FV) ALL DIMENSIONS AND ELEVATIONS PRIOR TO

REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY

STRUCTURES, THEY ARE APPROXIMATE AND FOR

WHERE DIMENSIONS ARE SHOWN FOR EXISTING B.

INFORMATION.

MECHANICAL DRAWINGS FOR ADDITIONAL

REFER TO ARCHITECTURAL, ELECTRICAL, AND A.

(TYP 12 PLACES)

K S

O E

L B

E R

G

A

S-201

B

S-201

AREA

ACCESS FLOOR

EXISTING

AREA

ACCESS FLOOR

EXISTING

CLEAR FROM TOP SURFACE. DOWELING NOT REQUIRED.

SLAB ON GROUND WITH #4@16" EW, LOCATED 1-1/2"

WITH PLUMBING PLANS. PROVIDE NEW 5" CONCRETE

COORD BACKWATER VALVE REPLACEMENT EXTENTS 8.

REQUIREMENTS SEE ARCHITECTURAL DRAWINGS.

CMU BLOCK PER DETAIL 1 ON S-502. OTHER FINISH WALL

INFILL DOOR OPENING 6'-8" WIDE X 7'-4" (FV) WITH 10" 7.

6/S-501 FOR FLOOR DRAIN DETAIL.

DRAWING FOR SLAB ON GROUND DETAILS. SEE DETAIL

PLUMBING PLAN P-117. SEE KEYED NOTE 3, THIS

DRAINS. COORDINATE FLOOR DRAIN LOCATION WITH

NEW CONCRETE TO ACCOMMODATE NEW FLOOR 6.

ARCHITECTURAL DOOR AND WINDOW SYSTEMS.

3/S-501. COORDINATE ADDITIONAL DETAILS WITH

REINFORCE NEW CMU WALL OPENING PER DETAIL 5.

SAW JOINT PER DETAIL 5/S-501. 4.

REQUIRED.

FINISH FLOOR SYSTEM WHERE DEPRESSED SLAB IS

NORTH SIDE. COORDINATE TOP OF CONCRETE WITH

EXISTING CONCRETE FOUNDATION STEM WALL ALONG

PREFORMED JOINT FILLER BETWEEN NEW SLAB AND

REQUIRED. PROVIDE CONTINUOUS 1/2-INCH BITUMINOUS

REQUIREMENTS. DOWELING INTO EXISTING SLAB IS NOT

WAY. SEE DETAIL 2/S-501, SIM FOR ADDITIONAL

5" CONCRETE SLAB ON GROUND WITH #4 @ 16" OC EACH 3.

REQUIREMENTS.

TOP SURFACE. SEE DETAIL 2/S-501 FOR ADDITIONAL

WITH #4 @ 12" OC EW, LOCATED 2 INCHES CLR FROM

6" CONCRETE SLAB ON GROUND INFILL REINFORCED 2.

CONCRETE FILL EXISTING PLENUM, SEE DETAIL 1/S-501.1.

s ig n e d b y

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A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

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STRUCTURAL ROOF PLAN

(TYP)

(TYP)

(TYP)

(TYP)

WALL TYP, UNO)

(10' EXTERIOR CMU

5 (12" CMU BELOW)

(10" CMU BELOW)

5 (BELOW)

5 (10' CMU BELOW)

NEW OPENINGS

METAL DECK PATCH OVER EXISTING OPENINGS

N

PLAN TRUE

N

10 149

K S

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A

S-201

326'-10" +/- (FV)

0' -0 F

V

F

V

82'-6" +/- (FV)

24'-6" +/- (FV)

F

V

138'-4" +/- (FV)

(10" CMU BELOW)5

B

S-201

S-001.

REQUIREMENTS SEE GENERAL STRUCTURAL NOTES

ROOF PLAN, A-150 AND DETAIL 3/A-510. FOR MASONRY

CMU PARAPET EXTENSION. SEE ARCHITECTURAL 7.

EXISTING JOIST GIRDER AND BRIDGING TO REMAIN.6.

EXISTING CMU WALL TO REMAIN.5.

EXISTING STEEL GIRDERS AND COLUMNS TO REMAIN.4.

AND MECHANICAL DWGS.

AND 6 ON S-502. COORDINATE OPENINGS WITH ARCH

SHALL BE PATCHED IN ACCORDANCE WITH DETAILS 5

EXISTING METAL DECK OPENINGS TO BE ABANDONED 3.

ON S-502.

SEE DETAIL 9/A-511. REINFORCE DECK PER DETAIL 8

LOCATION TO MISS EXISTING JOISTS AND BRIDGING.

MANUFACTURER AND ARCHITECTURAL. FIELD ADJUST

NEW SOLAR TUBE PENETRATION, COORDINATE WITH 2.

FOR ADDITIONAL DETAILS.

FOR NEW OPENING SUPPORT. SEE ARCH DRAWINGS

NEW SKYLIGHT PENETRATION. SEE DETAIL 4/S-501 1.

COVERED.

ASSUME 2% OF THE TOTAL DECK WILL NEED TO BE D.

BRACING, SHORING, RIGGING, FORMWORK, ETC.

COMPONENTS TO SAFELY PERFORM WORK, INCLUDING

CONTRACTOR IS RESPONSIBLE FOR NECESSARY

FOR EXECUTING CONSTRUCTION ACTIVITIES.

THESE PLANS DO NOT INDICATE MEANS AND METHODS C.

CONSTRUCTION.

(FV) ALL DIMENSIONS AND ELEVATIONS PRIOR TO

REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY

STRUCTURES, THEY ARE APPROXIMATE AND FOR

WHERE DIMENSIONS ARE SHOWN FOR EXISTING B.

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

REFER TO ARCHITECTURAL, ELECTRICAL, AND A.

MAIN SHOP

AFE

MAIN SHOP

AFE AFE TRAINING CORRIDOR

FLT CHF

AFE

WOMENAFE PARA ROOM HERITAGE ROOM MEN JANITOR CORRIDOR CORRIDORAERO PHYSIO SERE TRAINING

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A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

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A

MECHANICAL ROOM WALL ELEVATION

3/16"=1'-0"

3'-6" 3'-4" 6'-8"

1'-8"

6'-0" 9'-8" 3'-8" 13'-11" 3'-6" 4'-7" 2'-8" 5'-4" 2'-8" 3'-9" 6'-6" 17'-6" 6'-6" 26'-7" 17'-4"

"3

(FV) (FV) (FV)(FV) (FV) (FV)(FV)(FV)(FV)(FV)(FV)(FV)(FV)(FV)(FV)

(FV)

(FV)(FV)(FV)

TYPICAL

RETAIN AND PROTECT,

EXISTING ROOF JOIST;

WALL, TYP

EXISTING 10" CMU

RETAIN AND PROTECT

EXISTING W12;

TYP

RETAIN AND PROTECT,

L3X3 BTWN JOISTS,

DETAIL

CMU WALL, SEE

IN EXISTING

NEW OPENING

OPENINGS

PRIOR TO CUTTING NEW

FEILD VERIFY LOCATION

VERT REINF LAYOUT;

SEE DETAIL

W/ MECH DWGS;

AS SHOWN; COORD

EXTEND OPENINGS

S-501

(TYP 7 PLCS)

RETAIN

BOND BEAM;

HORIZONTAL

HEIGHT; SEE ARCH

APPROX CEILING

CONTROL JOINT

EXISTING CMU

CONTROL JOINT

EXISTING CMU

6'-8"

T S

T

IM

P S O

N

SHOWN FOR CLARITY

FLOORING SYSTEM NOT

EXISTING RAISED

PER DETAIL

FILL EXISTING OPNGS

S-501

NEW OPENING

W A

L L E

L E

V A

T

IO

N

REINFORCEMENT

OF HORIZONTAL

APPROX LOCATION

B

INTERIOR BEARING WALL ELEVATION

3/16"=1'-0"

S-502 3

S-502

AND DETAILS

FRAMING; SEE PLANS

SKYLIGHT SUPPORT

10" CMU WALL

OPENING IN EXISTING

EXISTING 5'-4" X 4'-0"

3'-8"

BEAM (FV)

TO NEXT HORIZ BOND

3'-8" X 2'-4" OPENING

EXTEND EXISTING

5'-4"

TO CORING OPENING (FV)

REINF LOCATION PRIOR

REINFORCED CELLS

BEWTEEN VERTICAL

NEW OPENING LOCATED

3'-4"

CUTTING

OF REINF PRIOR TO SAW

CELLS; VERIFY LOCATION

AND HORIZONTAL REINF

BEWTEEN VERTICAL

NEW OPENING LOCATED

TO CORING

REINF LOCATION PRIOR

VERT REINF; FIELD VERIFY

BETWEEN EXISTING

(DUCT DIA +2"+/-, 21" MAX)

CORE NEW OPENING

TO CORING

REINF LOCATION PRIOR

VERT REINF; FIELD VERIFY

BETWEEN EXISTING

(DUCT DIA +2"+/-, 21" MAX)

CORE NEW OPENING

RETAIN AND PROTECT

EXISTNG W27 BEAM;

AND PROTECT, TYP

WEB JOISTS; RETAIN

EXISTING OPEN

SHELLS SHALL BE REPAIRED.

MAY BE USED IN LIMITED SITUATIONS BUT ALL DAMAGED MASONRY

DESTRUCTIVE MEASURES SUCH AS CORING, SOUNDING WITH A HAMMER

PENETRATING RADAR AND INFARED THERMOGRAPHY ARE RECOMMENDED.

EXISTING REINFORCEMENT PRIOR TO CUTTING WALLS. USE OF SURFACE

CONTRACTOR IS REPSONSIBLE FOR FIELD VERIFYING LOCATION OF

WHERE EXISTING WALL REINFORCEMENT IS SHOWN, IT IS APPROXIMATE. D.

BRACING, SHORING, RIGGING, FORMWORK, ETC.

FOR NECESSARY COMPONENTS TO SAFELY PERFORM WORK, INCLUDING

EXECUTING CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE

THIS DRAWING DOES NOT INDICATE MEANS AND METHODS FOR C.

VERIFY (FV) ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.

APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD

WHERE DIMENSIONS ARE SHOWN FOR EXISTING STRUCTURES, THEY ARE B.

FOR ADDITIONAL INFORMATION.

REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS A.

WALL ELEVATION NOTES

REINFORCEMENT

APPROX EXISTING

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A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5S -5

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SECTION

O P

E N

IN

G

6'-0"

MASONRY WINDOW AND DOOR OPENING IN EXISTING WALL

TYP

MIN

2'-0" OPENING WIDTH

MASONRY

WALL, SEE NOTE 2

EXISTING MASONRY

8'-0"

(FV)

A A

OPEN WEB JOIST

EXISTING 24LH08

SECTION A-A

1/4

1/4

1 1/2"=1'-0"

C O

O R

D W

A R

C H

LENGTH MIN

4" TOTAL WELD

TYP EA END

OF CMU CELLS, TYP

SIDE TO ENSURE FULL GROUTING

PROVIDE CLEAN OUT ON INTERIOR

A

A

S E

E N

O T E

H E

IG

H T S

E E A

R C

H M

A S

O N

R Y O

P E

N

IN

G

STEM WALL

TOP OF FOUNDATION

SYSTEM, SEE NOTE 5

RESISTANT WINDOW

PROVIDE BLAST

AT EXTERIOR WALLS

SECTION A-A

/2

ON PLANS

PJF WHEN INDICATED

EXIST CONC

TAMPED SUBGRADE

CLEAN PEA GRAVEL OVER

AT CONTRACTOR'S OPTION 3/8"

GRANULAR FILL MATERIAL OR

6" COMPACTED, WELL GRADED

VERTICAL

LEG

LONG

L8x6x3/8, W/ ARCH DRAWINGS

OPENING; COORD

TYP AT EA SUPPORT

SCREW @ 12" OC,

#14 SELF TAPPING

SUPPORT WITH

DECK TO NEW

ATTACH EXISTING

SKYLIGHT ROOF

SUPPORT DETAIL

T /4

2" 2"

T

JOINT

1/8" SAWCUT

JOINT

CONTINUOUS THROUGH

EVERY OTHER BAR

CONCRETE SLAB ON GROUND INFILL DETAIL

NEW SUPPORT ANGLE

SAWN CONTROL JOINT

NTS

BUILDING SLAB ON GRADE

NOTES:

TYP

SLOPE

DEPRESSION

2'-0" DIA

SLAB ELEVATION

THAN ADJACENT

RIM 1/2" LOWER

SET FLOOR DRAIN

NTS

FLOOR DRAIN

TOP CHORD

EXISTING JOIST

METAL DECK

EXISTING

FLUTE IF REMOVED IN DEMOLITION

SELF TAPPING SCREW AT EACH

RE-ATTACH METAL DECK WITH #14

/2

CONCRETE, AS SPEC'D

PLACEMENT OF SLAB

28 DAYS AFTER

APPLY JOINT FILLER

12 149

B B

SILL GROUT EXTENT AS SHOWN.

HEIGHT WITH #5. HEADER AND

UNREINFORCED JAMBS FULL

REINFORCE AND GROUT

REINF IN CELL

REQUIRED TO PLACE

FACE SHELL AS

SAW CUT INTERIOR

JAMB REINF

#5 VERT

5 1/2"

OPENING

SECTION B-B

K S

O E

L B

E R

G

A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5.

JOINTS TO PRODUCE A SQUARE TO EXTENT POSSIBLE WITH

SAW JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF

USE A STRINGLINE TO LOCATE SAWCUTS.

REINFORCEMENT.

USE CHAIRS OR OTHER POSITIVE MEANS TO SUPPORT

3.

2.

1.

FOR CLARITY

SYSTEM NOT SHOWN

ACCESS FLOORING

CONTRACTOR

FORMWORK BY

COPE ANGLE AS REQUIRED

3/8" PL x3x3

1/4

NTSNTS

NTSNTS

NOTE:

DETAIL 2, THIS DRAWING.

CLSM AND CAP WITH 5" CONCRETE SLAB SIMILAR TO

FILL DEPRESSION WITH COMPACTED STRUCTURAL FILL OR

IN OPENING WITH #4 RDAA WITH 4" EMBED @ 12" TYPICAL.

AT CONTRACTOR'S OPTION, FORM AND PLACE CONCRETE

F V

(F V

EXISTING CONCRETE

EXISTING CMU WALL

TO TOP LAYER

1-1/2" CLR COVER

6"6"

DEPRESSION WITH ARCH

COORD ACTUAL REQ'D

4" MAX SLAB DEPRESSION,

IF DIFFERENT

USE THICKER SLAB

SLAB THICKNESS;

NEW SLAB

EXISTING OR

TOOLED EDGE

#4 RDAA

CONCRETE SLAB

SECTION AT EXISTING

RECESSED SLAB SECTION

SEE NOTE

CONCRETE FILL

SEE NOTE

#4@12" EW

FIELD VERIFY LOCATIONS PRIOR TO SAW CUTTING.

REINFORCEMENT. AS-BUILT DWGS INDICATE #5@48" OC.

DO NOT CUT EXISTING HORIZONTAL BOND BEAM 6.

SHALL BE A LICENSED ENGINEER.

ENGINEER SHALL BE QUALIFIED FOR BLAST ANALYSIS AND

OR WINDOW MANUFACTURER'S BLAST DESIGN ENGINEER.

EXISTING CMU WALL SHALL BE DESIGNED BY CONTRACTOR'S

COMPLETE WINDOW SYSTEM, INCLUDING ANCHORAGE TO 5.

CRITERIA SHALL BE BROUGHT TO THE ATTENTION OF THE CO.

OPENING IN EXISTING MASONRY THAT CANNOT MEET THIS

THAN THE WIDTH OF THE OPENING + 1'-4", ANY

HEIGHT ABOVE OPENING SHALL BE NO LESS 4.

PER

POINT REINFORCE JOISTS

EXISTING JOIST PANEL

IS MORE THAN 6" FROM

WHERE NEW SUPPORT

S-502

DEMOLITION PROCESS

IS REMOVED IN

IF DECK ATTACHMENT

RE-ATTACH

MAINTAIN MINIMUM 2" BEARING,

EXISTING METAL DECK TO REMAIN.

CONFLICTS TO THE IMMEDIATE ATTENTION OF C.O.

VERIFY EXISTING CONDITIONS AND BRING ANY

EXISTING JOIST BRIDGING NOT SHOWN. FIELD

NOTE:

SHIFT.

REMOVING MASONRY. NOTIFY C.O. IF OPENINGS NEED TO

OPENINGS WITH EXISTING CONTROL JOINTS PRIOR TO

CMU CONTROL JOINTS. FIELD VERIFY LOCATION OF

OPENINGS SHALL NOT BE LOCATED WITHIN 16" OF EXISTING 3.

MINOR SHIFTS WITH C.O. AND ARCHITECTURAL PLANS.

PRIOR TO REPLACING REINF AND GROUTING. COORDINATE

VERTICALLY AND #5@48" OC HORIZONTALLY, FIELD VERIFY

EXISTING 10" MASONRY WALL REINFORCED WITH #5@24" OC 2.

9/S-502.

NECESSARY. DO NOT OVER CUT AT CORNERS. SEE DETAIL

REMOVE CMU BLOCKS ON BLOCK MODULE, SAW CUT AS 1.

NOTES:

SIM CONDITION

W/ 4" EMBED NOT REQ'D AT

ADHESIVE ANCHOR (RDAA)

#4 x 2'-6" REBAR DOWEL

SEE PLAN

SLAB REINFORCEMENT,

D E

T A

IL

S

SEE NOTE 3

CONTROL JOINT,

EXISTING MASONRY

W/ 4" MIN EMBED

EXPANSIVE ANCHOR

KWIK BOLT 3

PROVIDE (1) 5/8"

EA END AND

COPE HORIZ LEG AT

INTERIOR SIDE;

L6x6x1/4 ON

HEADER

JAMB AND

SOLID GROUTED

s ig n e d b y

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Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

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1.

2.

NOTES:

5" B

A R D

IA

REINFORCING

CELLS AROUND

AND DRY PACK GROUT

NOT EXPOSED TO VIEW,

INSTALLATION ON SIDE

OF UNITS AS REQD FOR

REMOVE FACE SHELLS

WALL FULLY GROUTED,

OF BLOCK AFTER

INSTALL TOP COURSE

SEE NOTE 3

@ 32" MAX SPACING,

OF WALL PANEL AND

#5 VERTS @ EA END

3.

4.

NTS

CMU WALL OPENING INFILL

M

IN

B

A R D

IA

AT 32" OC

HORIZ REINF

OPENING (LAP W/ VERTS)

OR MASONRY BOND BEAM AT TOP & BOTTOM OF

#5 RDAA W/ 6" EMBED MIN INTO EXISTING CONCRETE

COURSE BELOW TOP OF WALL

BOND BEAM IN 2ND BLOCK

1 - #5 IN HORIZONTAL

BEAM @ BOTTOM OF WALL

1 - #5 IN HORIZONTAL BOND

OPENING, SEE NOTE 5

MASONRY EA SIDE OF

INTO EXISTING GROUTED

SPACING, EMBED 5"

#5 BENT RDAA @ 32" MAX

5.

NTS

OPNG WIDTH

2" +/-

4"

3"

SECTION ELEVATION

DO NOT CUT

EXIST VERT REINF;

L3X3

NOT REQ'D

EXIST, ANGLE IS

IF HORIZ REINF

MECH OPENING EXTENSION

NTS

OPNG WIDTH

2" +/-

4"

3"

SECTION ELEVATION

L3X3

NOT REQ'D

EXIST, ANGLE IS

IF HORIZ REINF

O P

N G H

E

IG

H T

DO NOT CUT

EXIST VERT REINF;

CORNERS

SAW CUT AT

DO NOT OVER

BEAM, FV LOCATION

REINFORCED BOND

SAWCUT BELOW

MECH OPENING IN EXISTING MASONRY

(FV LOCATION)

EXISTING REINF

1/2"

TO FIT ROUGH OPENING

L3X3X1/4; COPED

TO FIT ROUGH OPENING

L3X3X1/4; COPED

ARCHITECTURAL PLANS.

SPECIFICALLY NOTED OTHERWISE BY

COLOR,TEXTURE, JOINT, UNLESS

ADJACENT BLOCK SIZE,

BLOCK INFILL TO MATCH EXISTING

WALL PANEL COMPLETE.

OF 30% OF WALL AREA, REPLACE

TO BE FILLED THAT ARE IN EXCESS

FOR WALL PANELS WITH OPENINGS

TOP AND BOTTOM DOWELS AS SHOWN.

LAP VERTICAL BARS BAR DIAMETERS WITH

REQUIRED TO CONSTRUCT WALL.

USE OPEN-ENDED CMU UNITS AS

NON-EXPOSED SIDE OF THE WALL.

REMOVING FACE SHELLS ON

TAKE MEASURE TO FULLY GROUT BY

EXISTING OPENINGS ARE NOT GROUTED,

IF MASONRY JAMBS OR HEADERS IN

NTS

NTS

NTS

LARGE DECK OPENING CLOSURE

AND BRIDGING

EXISTING JOIST

NOT SHOWN

DECK; ROOFING

EXISTING METAL

3X3X1/4

3/16

3/16

DUCT RUNS

WHERE REQUIRED FOR

REMOVE X-BRIDGING

JOIST BRIDGING MODIFICATION DETAIL

SECTION

SMALL DECK CLOSURE DETAIL

NEW OPENING

GROUT CMU BELOW

ANCHOR W/ 4" EMBED

5/8" DIA ADHESIVE

EXISTING DECK (FV)

TACK WELDED TO

FLAT REINF PLATE

EXISTING 22 GA

ON EA SIDE

MIN 2 TACK WELDS

DECK

EXISTING METAL

WEB JOISTS

EXISTING OPEN

(FV)

L3x2-1/2x1/4 (LLV)

EXISTING

1/4

B-DECK

NEW 1-1/2", 20 GA

DECK

EXISTING METAL

18" ON CENTERS OR #12 SELF TAPPING SCREWS @ 18" OC.

FLUTE IN OTHER DIRECTION. ATTACH WITH TACK WELDS AT

OVERLAPPING MINIMUM 6" IN SPAN DIRECTION, AND 1 FULL

AT CONTRACTOR'S OPTION, NEST NEW 1-1/2", 20 GA DECK

NOTE:

L3x2-1/2x1/4 (LLV)

SCREW AT 18" OC

#12 SELF TAPPING

TACK WELD OR

PLAN

SECTION

PLAN

TYP

3'-4" MAX

1'-4"

CL JOIST

MIN

OPENING

MIN 1'-4" ABOVE

RADIUS OF SAW CUTTING BLADE

LINE OF SAWCUT

EXST CONC WALL

TO CUTTING

THRU CONC AT CORNER PRIOR

CORE DRILL A 3" DIA HOLE

POINT; DO NOT OVER CUT

STOP SAW CUTTING AT THIS

RADIUS OF SAW CUTTING BLADE

LINE OF SAWCUT

AT CORNERS OF OPENING IN EXST CONC OR CMU WALL

NTS

CORE DRILL AT SAW CUTS

ANCHOR W/ 4" EMBED

5/8" DIA ADHESIVE

NTS

NTS

AT STEEL JOISTS

CONCENTRATED LOADS

IN DECK STEEL

TYPICAL SMALL OPENING

DECK.

SUPPORT PRIOR TO CUTTING

FRAME. INSTALL ANGLE

OPENING WITH TYPICAL ANGLE

MORE THAN 2 WEBS, FRAME

ANY OPENING WHICH CUTS

BEYOND OPENING EACH SIDE.

OPENING AND EXTEND 12"

L2x2x3/16 EACH SIDE OF

WILL REQUIRE AN ANGLE,

PERPENDICULAR TO RIBS),

MAXIMUM DIMENSIONS

WHICH CUTS TWO WEBS, (8"

REINFORCING. AN OPENING

WITHOUT ANY SPECIAL

TO RIBS), MAY BE CUT IN DECK

DIMENSION PERPENDICULAR

ONE WEB, (4" MAXIMUM

AN OPENING WHICH CUTS

NOTE:

1/8 TYP

EACH RIB,

WELD 2" AT

SECTION

FRAMING MEMBERS

SPACING OF

FRAMING MEMBER

CENTERLINE OF

FROM ARCHITECT

PRIOR APPROVAL

TOP OF DECK WITH

MAY BE PLACED ON

BELOW DECK - ANGLE

ANGLE SUPPORT

STEEL DECK

RIB

WEB

RIB

THAN 6"

GREATER

OF A TOP OR BOTTOM CHORD PANEL POINT.

DIAGONAL ANGLE WHERE THE CONCENTRATED LOAD IS NOT WITHIN 6"

WITHIN 6" OF THE JOIST TOP OR BOTTOM CHORD PANEL POINT. ADD A

ALL CONCENTRATED LOADS TO THE STEEL JOIST, SHALL BE CONNECTED

NOTE:

THAN 6"

GREATER

MAX

6"

MAX

6"

PLANS)

OTHERWISE ON

UNLESS NOTED

EXCEED 100 LBS

LOAD. (NOT TO

CONCENTRATED

PIPE OR OTHER

1/8

L2x2x3/16

ADDITIONAL

DECK

STEEL ROOF

TYP

EACH END

1 1/2

JOIST

STEEL

EXISTING

PLATE

WELDED TO EXISTING

PLATE AND THEN TACK

W/ EXISTING REINF

PLATE OVERLAPPED

10 GA FLAT METAL

4" MIN

14" MAX

1' WIDTH OR DIAMETER

IN STEEL DECK LESS THAN

RECTANGULAR OPENING

SQUARE, ROUND, OR

D E

T A

IL

U

P P L

Y

VEST

OFFICE

VAULT

CRYPTO

OFFICE

EXEC

OSS CC

UFC

SEC ADMINADMIN

BRF

WCCS AREA

VAULT

SECURE

VEST

OPER

COMP

MUNS

AFE

CHEM

HAZ

BENC

AFE

MAIN SHOP

AFE

MAIN SHOP

AFE

C O

R R

ID

O R

CORRIDORCORRIDOR

C O

R R

ID

O R

C O

R R

ID

O R

C O

R R

ID

O R

C O

R R

ID

O R

WALKWAY

STORAGE

AFE

AUDITORIUM

C O

R R

ID

O R

C O

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ID

O R

ROOM

MECHANICAL

ROOM

MECHANICAL

ROOM

ELECTRICAL

ROOM

MECHANICAL

STORAGE

SERE

FLT CHF

AFE

SUPT

AFE

SAD

COMMON AREA

INTEL

PLANNING

INTEL

OSK

ROOM

MOM

MEN

WOMEN

JAN

VEST

ROOM

CONFERENCE

GLO

OFC

GLO

SGT

1STUMP

PLN

MSN

STOR

ADMIN

DO

COMM

SUPT

SQ

TRNG

SERE

TRNG

SERE

C O

R R

ID

O R

C O

R R

ID

O R

PHYSIO

AERO

HARMSERE

ROOM

CONFERENCE

MAIN

MAN

AERO

STOR

UDM

CONTROL

UDM

UDM

ROOM

CONFERENCE OPS

RANGE

WOMEN

JAN

OFFICE

C O

R R

ID

O R

VEST

CORRIDOR

103102

113 114 115

106 107

119 120

122 124

126125

2 174 175

176 178

185 186

188 189

170 171

C O

R R

ID

O R

FLT/CC

OSO

MGR

P5

CHAPLAIN

OSOTSCHED

AIR SPACE

SUPT

HARM

VEST

ROOM

HERITAGE

CVN 1

CVN 2 CVN 3

CVN 4

CVN 5

CVN 7

CVN 6

C V

N

ROOM 1

ROOM 2

CVN 10

C H

A S

E

ROOM 3

CVN 9

MEN

PARA ROOM

AFE

TRAINING

AFE

SD110

O V E

R A

L L F

L O

O R P

L A

N

T S

T

IM

P S O

N

D E

M O

L

IT

IO

N

682783_2215SD110.dgn

LEGEND:

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KEYED NOTES

1 (TYP 16 PLACES)

N

PLAN TRUE

N

DEMOLISHED AND REMOVED ITEMS

(TYP 12 PLACES)

(TYP 7 PLACES)

ACTIONS AND IMMEDIATELY NOTIFY C.O.

PLANS, CONTRACTOR SHALL TAKE NECESSARY

THAT ARE NOT SPECIFICALLY CALLED OUT ON THESE

FOUNDATIONS, ETC, ARE DAMAGED OR REMOVED

BEARING, SHEAR WALLS, STEEL COLUMNS, JOISTS,

IF EXISTING STRUCTURAL COMPONENTS (CMU E.

REPAIRING DAMAGED COMPONENTS TO REMAIN.

CONTRACTOR IS RESPONSIBLE FOR REPLACING OR D.

BRACING, SHORING, RIGGING, FORMWORK, ETC.

COMPONENTS TO SAFELY PERFORM WORK, INCLUDING

CONTRACTOR IS RESPONSIBLE FOR NECESSARY

FOR EXECUTING CONSTRUCTION ACTIVITIES.

THESE PLANS DO NOT INDICATE MEANS AND METHODS C.

CONSTRUCTION.

(FV) ALL DIMENSIONS AND ELEVATIONS PRIOR TO

REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY

STRUCTURES, THEY ARE APPROXIMATE AND FOR

WHERE DIMENSIONS ARE SHOWN FOR EXISTING B.

INFORMATION.

MECHANICAL DEMOLITION FOR ADDITIONAL

REFER TO ARCHITECTURAL, ELECTRICAL, AND A.

OVERALL STRUCTURAL FLOOR PLAN - DEMOLITION

K S

O E

L B

E R

G

A

S-201

PLUMBING PLANS

COORDINATE OTHER REQUIREMENTS WITH ARCH AND

REPLACEMENT. LOCATION SHOWN IS APPROXIMATE.

AROUND EXISTING BACKWATER VALVE FOR

SAWCUT AND DEMO EXISTING CONCRETE SLAB 8.

EXISTING UTILITIES AND PLUMBING PLANS.

DRAINS. COORDINATE DRAIN LOCATION WITH

REMOVE CONCRETE TO ACCOMMODATE NEW FLOOR 7.

CORNERS. SEE DETAIL 9 ON S-502.

PLUMBING SYSTEM. DO NOT OVER SAW-CUT SLAB AT

OF EXISTING PLUMBING AND INSTALLATION OF NEW

ON GROUND. COORDINATE LIMITS WITH DEMOLITION

6.

SEE TYPICAL OPENING DETAIL 3/S-501.

MECHANICAL DRAWINGS FOR SIZE AND LOCATION.

EXISTING MASONRY LINTELS. COORD WITH

ABOVE THE TOP OF EXISTING OPENINGS TO PROTECT

DUCT OPENING SHALL LOCATED A MINIMUM OF 24"

CUT NEW OPENING FOR HVAC DUCT. BOTTOM OF NEW 5.

LOCATION WITH ARCHITECTURAL DRAWINGS.

DO NOT OVER SAW-CUT CORNERS. COORD SIZE AND

BEARING WALL. SEE S-110 FOR ADDITIONAL DETAILS.

CUT NEW OPENING IN EXISTING 10" MASONRY 4.

PLENUM.

DEMOLITION. REMOVE ANY DEBRIS COLLECTED IN

SEE MECHANICAL DEMO PLANS FOR ADDITIONAL

REMOVE EXISTING GRATING AT PLENUM OPENINGS. 3.

SLAB TO REMAIN.

RESPONSIBLE FOR PROTECTING EXISTING CONCRETE

SAWCUTTING IF NECESSARY. CONTRACTOR IS

PADS. PROTECT SLAB ON GROUND TO REMAIN BY

REMOVE EXISTING ISOLATED CONCRETE EQUIPMENT 2.

SAW-CUT CMU AT CORNERS OF OPENINGS.

WITH ARCHITECTURAL DRAWINGS. DO NOT OVER

REQUIREMENTS. COORDINATE SIZE AND LOCATIONS

SEE S-110 FOR ADDITIONAL DETAILS AND

INSTALLATION OF NEW BLAST RESISTANT WINDOWS.

CUT NEW OPENING IN EXISTING 10" CMU WALL FOR 1.

A

B

2 3 4

C

D

D e s ig n e d b y

C h e ck e d b y

D ra w n b y

C a d F il e

D a te

P ro je ct

C H

M H

IL

L

S y m b o l

A p p ro v D a te

D e s c ri p ti o n

Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5S D 0.

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IE

D F

IN

A L D

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C h e ck e d b y

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C a d F il e

D a te

P ro je ct

C H

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D e s c ri p ti o n

Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E a s t F ro n t S tr e et

S u it e

5S D 0.

d g n

S p e c

P ro je ct

B o is e I d a h o

2-

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A D O

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D F

IN

A L D

E S

2 4

A

C

SD150

X

1/16"=1'-0"

LEGEND:

682783_2215SD150.dgn

RIDGE

D E

M O

L

IT

IO

N

B T

E R

R Y

S T

R U

C T

U R

A L

T S

T

IM

P S O

N

O V E

R A

L L R

O O

F P

L A

N

STRUCTURAL ROOF PLAN - DEMOLITION

2(TYP)

(TYP) 2

N

PLAN TRUE

N

REMOVED METAL DECK

TO DOING ANY WORK.

LOCATION OF JOIST AND ASSOCIATED BRIDGING PRIOR

APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY

LOCATION OF JOISTS AND ASSOCIATED BRIDGING ARE C.

FOR ADDITIONAL GENERAL NOTES SEE SD110.B.

ON THIS PLAN.

SHEETS FOR OTHER DEMOLITION ITEMS NOT IDENTIFIED

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL A.

K S

O E

L B

E R

G

A

S-201

B

S-201

DECK REINFORCEMENT.

METAL DECK. SEE DETAILS 5, 6 AND 7 ON S-502 FOR

CLEAR OF JOISTS AND BRIDGING. DO NOT OVER CUT

PENETRATIONS SHALL BE LOCATED A MINIMUM 6"

STRUCTURAL JOISTS AND BRIDGING TO REMAIN; NEW

WITH ARCHITECTURAL DRAWINGS. PROTECT EXISTING

DRAWINGS. COORDINATE QUANTITY AND LOCATION

INSTALLATION INSTRUCTIONS AND ARCHITECTURAL

DIAMETER, CURBING, ETC WITH APPROVED PRODUCT

PENETRATION REQUIREMENTS INCLUDING SIZE,

OF NEW SOLAR TUBE SKYLIGHTING. COORDINATE

REMOVE PORTION OF METAL DECK FOR INSTALLATION 2.

DETAIL 4 ON S-501.

DECK TO REMAIN; DO NOT OVER CUT METAL DECK. SEE

BRIDGING WHEN REMOVING METAL DECK. PROTECT

PLANS. DO NOT CUT EXISTING JOISTS, OR JOIST

JOISTS. COORDINATE LOCATION WITH ARCHITECTURAL

NEW SKYLIGHT. CENTER SKYLIGHT BETWEEN EXISTING

CUT EXISTING 1-1/2" DEEP, 20 GAGE METAL DECK FOR 1.