FY21 490407 HOOD DFAC BLDG 56471 RTA DRAWING SUBMITTAL.pdf

PDF 42 MB Posted Aug 17, 2021

Attached to: Repair B56471 Classroom Re-purpose Federal contract opportunity
Solicitation number: W9126G21B4574
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal construction solicitation. The solicitation number is W9126G21B4574 and seeks a contractor to renovate and repurpose an existing dining facility building (B56471) at Fort Hood into a general use classroom. The work includes renovating and updating the building systems and layout to accommodate its new purpose. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Fort Worth. Responses are due based on the standard FAR construction solicitation timeline and procedures.

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Other files attached to Repair B56471 Classroom Re-purpose, newest first.
File	Type	Posted
Repair B56471_Bid Abstract_FY21.pdf	PDF	Sep 20, 2021
am_03.pdf	PDF	Sep 16, 2021
am_02.pdf	PDF	Sep 15, 2021
Bldg. 56471 Site Visit Roster.pdf	PDF	Aug 31, 2021
am_01.pdf	PDF	Aug 24, 2021
1978 B56471 AsBuilts Compiled.pdf	PDF	Aug 17, 2021
2008 B56471 AsBuilts Compiled.pdf	PDF	Aug 17, 2021
2011 B56471 AsBuilts Compiled.pdf	PDF	Aug 17, 2021
2014 B56471 AsBuilts Compiled.pdf	PDF	Aug 17, 2021
W9126G21B4574.pdf	PDF	Aug 17, 2021
2009 B56471 AsBuilts Compiled.pdf	PDF	Aug 17, 2021

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REPURPOSE DFAC BUILDING 56471

FORT HOOD, TEXAS

FY21 PN: 490407

T H O

O D

, TEXAS

U.S. ARMY CORPS

OF ENGINEERS

FORT WORTH DISTRICT

DATED: APRIL 2021

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND APPROVAL OF

ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING BRANCH DATE

EPU

SE D

FAC

ILD

56471 FY21 PN

: 490407

U R

C B

P N

: 4

T H

O O

D , T

ASThis project was designed by the Fort Worth District of the U.S. Army

Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152

SOLICITATION NO.: W9126G21B4574

4 August 2021

SHEET

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PLOT DATE:

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Fort Worth District

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Project Name

INDEX OF DRAWINGS

CIVIL

CU101 GREASE TRAP LOCATION PLAN

CS101 FIRE LANE MARKING PLAN

C-501 CONCRETE PAVEMENT DETAIL

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 PROJECT LOCATION PLAN

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES AND DETAILS I

S-002 GENERAL STRUCTURAL NOTES AND DETAILS II

S-003 GENERAL STRUCTURAL NOTES AND DETAILS III

SD-100 FOUNDATION DEMOLITATION PLAN

S-101 FOUNDATION PLAN

S-121 MISCELLANEOUS DETAILS I

S-122 MISCELLANEOUS DETAILS II

ARCHITECTURE

A-001 ABBREVIATIONS, LEGENDS AND ANNOTATION STANDARDS

A-002 ACCESSORIES AND FIXTURES MOUNTING HEIGHTS

AD101 DEMOLITION - FLOOR PLAN

AD102 DEMOLITION - RCP

AD103 DEMOLITION - ROOF PLAN

AD104 DEMOLITION - ELEVATIONS

A-101 FLOOR PLAN

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS I

A-312 WALL SECTIONS II

A-401 ENLARGED PLANS / ELEVATIONS I

A-402 ENLARGED PLANS / ELEVATIONS II

A-403 ENLARGED PLANS / ELEVATIONS III

A-404 ENLARGED PLANS/ ELEVATION IV

A-511 PLAN DETAILS

A-521 ROOF DETAILS I

A-522 ROOF DETAILS II

A-601 DOOR SCHEDULE

A-602 DOOR DETAILS I

A-603 DOOR DETAILS II

A-611 WINDOW SCHEDULE AND DETAILS

A-612 WINDOW AND LOUVER DETAILS

A-621 PARTITION TYPES

A-631 UL DETAILS FIRE SAFING AND FIRE STOPPING

A-641 EXTERIOR SIGNAGE DETAILS

A-701 INTERIOR DETAILS I

A-702 INTERIOR DETAILS II

A-703 INTERIOR DETAILS III

A-721 CASEWORK I

A-722 CASEWORK II

A-820 ENLARGED STAIR DETAILS

INTERIORS

I-101 FURNITURE FLOOR PLAN

I-601 INTERIOR FINISH PLAN

I-611 SIGNAGE SCHEDULE

FIRE ALARM

FA001 FIRE ALARM LEGEND

FA101 FIRE ALARM PLAN

FA501 FIRE ALARM DETAIL1

FA502 FIRE ALARM DETAIL 2

FA601 FIRE ALARM RISER DIAGRAM

FA602 FIRE ALARM MATRIX

FA603 STANDARDIZED FORT HOOD DPW ZID

MECHANICAL

M-001 MECHANICAL LEGEND

MD101 OVERALL MECHANICAL DEMOLITION PLAN

MH101 OVERALL HVAC PLAN

MP101 OVERALL HYDRONIC PLAN

M-401 ENLARGED MECHANICAL ROOM PLANS

M-501 HEATING WATER SCHEMATIC

M-502 CHILLED WATER SCHEMATIC

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-901 MECHANICAL ROOM ISOMETRIC

MI001 CONTROLS LEGEND

MI002 POINTS LIST INSTRUCTIONS

MI301 AHU CONTROLS SCHEMATIC

MI302 AHU POINTS LIST

MI303 AHU SEQUENCE OF OPERATIONS

MI304 AHU LADDER DIAGRAM

MI305 VAV TERMINAL UNIT SCHEMATIC

MI306 VAV POINTS LIST

MI307 TYPICAL FCU CONTROLS

MI308 CHILLED WATER SYSTEM SCHEMATIC

MI309 CHILLED WATER SYSTEM POINTS

MI310 HYDRONIC HOT WATER SYSTEM SCHEMATIC

MI311 HYDRONIC HOT WATER SYSTEM POINTS

MI312 DOMESTIC HOT WATER CONTROLS

MI313 EXHAUST FAN CONTROLS

MI314 OTHER SYSTEM CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND

ED101 DEMOLITION PLAN

EG101 LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS 1

EG502 GROUNDING DETAILS 2

EG503 GROUNDING DETAILS 3

EG601 GROUNDING RISER DIAGRAM

EL101 LIGHTING PLAN

EL501 LIGHTING DETAILS 1

EL502 LIGHTING DETAILS 2

EL503 LIGHTING DETAILS 3

EL601 LIGHTING FIXTURE SCHEDULE & CONTROL MATRIX

EP101 POWER PLAN

EP401 ENLARGED ELECTRICAL & TELECOMM ROOMS

EP601 POWER RISER DIAGRAM

EP700 MECHANICAL EQUIPMENT SCHEDULE

EP701 PANEL SCHEDULE 1

EP702 PANEL SCHEDULE 2

ET101 TELECOMMUNICATION PLAN

ET501 TELECOMMUNICATIONS DETAILS 1

ET502 TELECOMMUNICATION DETAILS 2

ET503 TELECOMMUNICATIONS DETAILS 3

ET601 TELECOMMUNICATION RISER DIAGRAMLIFE SAFETY

LS001 LIFE SAFETY PLAN CODE CRITERIA

LS101 LIFE SAFETY PLAN

LS102 LIFE SAFETY PLAN DETAILS

PLUMBING

P-001 PLUMBING LEGEND

PD101 OVERALL PLUMBING ABOVE-SLAB DEMOLITION PLAN

PD102 OVERALL BELOW-SLAB DEMOLITION PLAN

PL101 SANITARY WASTE AND VENT PLAN

PP101 DOMESTIC HOT AND COLD WATER PLAN

P-501 DOMESTIC COLD WATER SYSTEM SCHEMATIC

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 ADMIN RESTROOM DOMESTIC WATER ISOMETRIC

P-902 ADMIN RESTROOM SANITARY WASTE AND VENT ISOMETRIC

P-903 VESTIBULE RESTROOM PLUMBING ISOMETRIC

FIRE PROTECTION

FX101 FIRE PROTECTION FLOOR PLAN 1ST FLOOR

FX500 FIRE PROTECTION DETAILS

16TH ST

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57104 57131

71D

MATES Pond 3

70A

MATES Pond 1

MATES Pond 2

SHEET

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G-003

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WITH THE COR.

CONTRACTOR SHALL COORDINATE FINAL LOCATION

1. LAYDOWN AREA LOCATION IS APPROXIMATE AND

GENERAL NOTES:

TEXAS HWY 36 ACCESS GATE

PROJECT SITE

LAYDOWN AREA

1000'0 500'

C I

1" C I

C I

N K

N O

W N

6" U

N K

N O

W N

6" U

N K

N O

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C I

C I12

C I

10-3

9-7

10-4

6"PVC

6"VC

V C

6"PVC

V C

8" V

V C

R:740.66 I:732.48

172A

R:740.52

I:735.06

172B

R:740.82

I:732.57(NW)

I:731.96(SE)

I:731.71(NE)

R:740.29

I:731.83

I:732.91(SW)

R:739.96

171A

R:741.76

I:735.08

I:741

R:745.

I:739.87

R:745.12

WCO

SHEET

NUMBER

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PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

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CU101

BLDG 56471

GREASE TRAP - SEE NOTE

LAYDOWN AREA

SANITARY SEWER LINE

DOMESTIC WATER LINE

SUPPRESSION SYSTEM.

LINE TO THE BUILDING FOR THE NEW FIRE

AMERICAN WATER TO CONSTRUCT A FIRE WATER

3. THE CONTRACTOR SHALL COORDINATE WITH

GREASE TRAP.

EXISTING SEWER PIPING DOWNSTREAM OF THE

AMERICAN WATER TO REMOVE OR ABANDON THE

2. THE CONTRACTOR SHALL COORDINATE WITH

THE EXISTING UPSTREAM PIPING.

OF THE EXISTING GREASE TRAP, AND ABANDON

1. THE CONTRACTOR SHALL REMOVE AND DISPOSE

GENERAL NOTES:

H E

A D

Q U

A R

T E

R S A

V E

C E

N T R

A L A

V E

80'0 40'

D ra w n b y

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S h e e t

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Engineers ®

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D e s c ri p ti o n

T ra c k in g

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D a te

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PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

Enter Project Name

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CS101

BLDG 56471

MARKING AREA (SEE NOTES)

PROPOSED 20' X 13.5' FIRE LANE

GENERAL NOTES:

SHALL BE A MINIMUM OF 18-IN WITH 3-IN LINE WIDTHS.

SPACED 3' ON CENTER AT 45 DEGREE ANGLE. TEXT HEIGHT

PAVEMENT MARKINGS. DIAGONAL STRIPING SHALL BE

3. ALL STRIPING SHALL BE MINIMUM 6-IN THICK LINES, YELLOW

MINIMUM 2' CLEARANCE FROM BUILDING AND RETAINING WALL.

FIRE LANE MARKINGS' OUTER LINE SHALL HAVE A 2.

JURISDICTION.

SIGNAGE APPROVED BY FORT HOOD AUTHORITY HAVING

1. CONTRACTOR SHALL PROVIDE FIRE LANE MARKINGS AND

NORTH EAST EDGE

EXISTING LOADING DOCK

E L

A N

P A

R K

N O

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING CURB

EXISTING STAIRS

10'0 5'

EDGE OF EXISTING CONCRETE PAVEMENT

#3 DOWEL BARS IN PLACE

PAVEMENT AND EPOXY NEW 24"

15" O.C. INTO EXISTING CONCRETE

DRILL ½" DIA. X 12" LONG HOLES,

EXISTING CONCRETE PAVEMENT

#3 BARS AT 15" O.C. BOTHWAYS

JOINT SEALANT

JOINT FILLER

3/4" NON EXTRUDING

COMPACTED TO 95% MAXIMUM DENSITY

6" TXDOT ITEM 247, TYPE A, GRADE 1-2 BASE

NEW CONCRETE PAVEMENT

RETAINING WALL, OR BUILDING FOUNDATION

EDGE OF CONCRETE LOADING DOCK, CONCRETE

SHEET

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PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

1/15/2019 12:39:43 PM

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C-501

CONCRETE PAVEMENT DETAILREF

N.T.S.

A-820

1. ALL CMU SHALL BE 2-CELL BLOCK AND HAVE A SPECIFIED COMPRESSIVE STRENGTH f'm OF 2000psi ON NET AREA

AT 28 DAYS.

2. MORTAR - ASTM C 270, ASTM C 780, TYPE S, 2,000 psi MIN. AT 28 DAYS.

3. GROUT - ASTM C 476, ASTM C 1019, 2,000 psi MIN. AT 28 DAYS.

4. REINFORCEMENT - ASTM A615, GRADE 60.

5. CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLIDLY WITH 2000psi GROUT, INCLUDING BOND

BEAMS, LINTELS, AND PILASTERS.

6. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2 in x3 in IN PLAN DIMENSIONS.

7. FOUNDATION DOWELS SHALL EXTEND TO THE BOTTOM REINFORCING OF THE FOUNDATION AND 34 in INTO THE MASONRY WALL, UNLESS OTHERWISE DETAILED. LAPS OR SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE 34 in. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR, EXCEPT AS NOTED FOR

JAMB BARS IN NOTE 13.

8. VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF FOUNDATION TO EMBED AT LEAST 6 in INTO BOND BEAM AT TOP OF WALL.

9. AN ADDITIONAL VERTICAL BAR WITH FOUNDATION DOWEL, SAME SIZE AND LENGTH AS THE NORMAL REINFORCING

BAR, SHALL BE PLACED:

A. ON EACH SIDE OF CONTROL JOINTS

B. AT INTERSECTION OF EXTERIOR WALLS

10. INTERIOR STRUCTURAL WALLS (SHEAR AND/OR BEARING) SHALL HAVE INTERMEDIATE BOND BEAMS LOCATED AT

THE SAME LEVELS AS EXTERIOR WALLS INTERMEDIATE BOND BEAMS.

11. BOND BEAM REINFORCING STEEL AND HORIZONTAL JOINT REINFORCEMENT FOR INTERIOR AND EXTERIOR WALLS SHALL BE CONTINUOUS THROUGHOUT, EXCEPT AS NOTED. LOCATION AND OF CONTROL JOINTS SHALL BE AS

SHOWN ON ARCHITECTURAL DRAWINGS.

A. AT CONTROL JOINTS, INTERMEDIATE BOND BEAM REINFORCEMENT SHALL BE DISCONTINUOUS.

REINFORCEMENT IN BOND BEAMS AT FLOOR AND ROOF DIAPHRAGM LEVELS SHALL BE CONTINUOUS.

B. AT ISOLATION JOINTS ALL BOND BEAM REINFORCING STEEL AND HORIZONTAL JOINT REINFORCEMENT

SHALL BE CUT.

12. LOCATION AND DETAILS OF CONTROL JOINTS SHALL BE AS DETAILED ON ARCHITECTURAL DRAWINGS AND AS INDICATED ON STRUCTURAL DRAWINGS. CMU CONTROL JOINTS SHALL BE LOCATED MINIMUM 24 in FROM EDGES

OF OPENINGS.

13. BARS AT TOP AND BOTTOM OF OPENINGS SHALL EXTEND A MINIMUM OF 40 BAR DIAMETERS OR 24 in, WHICHEVER IS LARGER, BEYOND CORNERS OR OPENINGS. VERTICAL JAMB BARS WILL BE THE SAME SIZE AND NUMBER (PER CELL) AS NORMAL VERTICAL REINFORCING. FOUNDATION DOWELS FOR JAMB BARS AROUND OPENINGS ARE

REQUIRED.

14. HORIZONTAL AND VERTICAL REINFORCING SHALL BE PROVIDED AS NOTED IN THE SPECIFICATIONS. WALL JOINT REINFORCING SHALL BE 9 GAGE LADDER TYPE SPACED AT 16 in ON CENTER VERTICALLY.

15. INTERMEDIATED BOND BEAMS WITH 2 - #5 BARS CONTINUOUS ARE REQUIRED AT THE SPACING NOTED IN THE CONTRACT DRAWINGS OR SPECIFICATIONS WITH A MAXIMUM VERTICAL SPACING OF 4'-0" ON CENTER.

16. LINTEL REINFORCEMENT SHALL BE SUPPORTED BY WIRE CHAIRS. PLACE REINFORCEMENT 3 in ABOVE BOTTOM OF LINTEL, UNLESS OTHERWISE NOTED. IN NO CASE SHALL BARS BE EXTENDED ACROSS CONTROL JOINTS.

17. MASONRY LINTELS SHALL HAVE A MINIMUM OF 24 in BEARING AT BOTH ENDS. STEEL LOOSE LINTELS SHALL HAVE MIN. 8 in BEARING EACH END, UNLESS OTHERWISE DETAILED. COORDINATE WITH ARCH FOR MASONRY CONTROL

JOINTS.

18. GROUTING: ALL CELLS WITH REINFORCING AND/OR ANCHORS SHALL BE FILLED WITH GROUT, INCLUDING BOND

BEAMS, LINTELS AND PILASTERS.

A. CONSOLIDATION: THE GROUT SHALL BE FULLY CONSOLIDATED.

B. GROUT SHALL BE PLACED IN CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 5 FT UNLESS

OTHERWISE NOTED.

C. HORIZONTAL CONSTRUCTION JOINTS : FORMED BY STOPPING THE GROUT POUR NOT LESS THAN 1/2 in BELOW THE TOP OF THE UPPERMOST UNITS GROUTED. HORIZONTAL REINFORCING SHALL BE FULLY

EMBEDDED IN GROUT. SHEET

NUMBER

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US Army Corps of Engineers ®

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PLOT DATE:

2 3 4 5 6 7 8 9 10

Fort Worth District

FILE PATH:

4/9/2021 3:59:18 PM

N O

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GENERAL REQUIREMENTS:

1. VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS OF

EXISTING STRUCTURES BEFORE STARTING WORK. NOTIFY THE CONTRACTING OFFICER IN WRITING

IMMEDIATELY OF ANY DISCREPANCIES.

2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF UFC 3-301-01 STRUCTURAL

ENGINEERING, WITH CHANGE 4, (1 NOV 2018).

3. VARIATIONS OR SUBSTITUTIONS: PROVIDE MANUFACTURER'S ICC REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS OR VARIATIONS TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BEFORE

FABRICATION.

4. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN. THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT FROM THE CONTRACTING OFFICER BEFORE INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, SLEEVES, CHASES, ETC.

5. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER

UTILITIES WHERE NEW WORK IS BEING PERFORMED.

6. CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR

CONNECTIONS.

7. ITEMS THAT ARE SHOWN IN GRAYSCALE OR NOTED "EXIST." / "EXISTING" INDICATE EXISTING MATERIALS AND ITS RELATED ASSEMBLIES U.N.O. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR EXISTING AND NEW NON- STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE

CONSTRUCTION OF STRUCTURAL MEMBERS.

8. REFER TO ARCHITECTURAL PLANS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED

ITEMS, NON-BEARING PARTITIONS, METAL STAIRS.

9. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR LOCATIONS, TYPES AND SIZES OF SLEEVE AND

HANGERS FOR PIPES, DUCTS AND EQUIPMENT.

10. CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR

CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND

REGULATIONS.

11. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY THE CONTRACTING OFFICER. THE STRUCTURE SHALL NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS

RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION BRACING REQUIRED.

12. STRUCTURAL PLANS INDICATE ONLY THE APPROXIMATE LOCATION OF MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT, AS WELL AS THE RELATED AUXILIARY FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT FINAL POSITIONING OF THESE ITEMS IS DEPENDENT UPON THE EQUIPMENT PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND CRAFTS IN THIS REGARD, AND PROVIDING NECESSARY DIMENSIONS IN A TIMELY MANNER TO ALL PARTIES

INVOLVED.

13. ROOF AND FLOOR MEMBERS: PROVIDE TEMPORARY BRACING AS REQUIRED DURING THE ERECTION OF THE STRUCTURAL FRAME. BRACING MUST BE FULLY EFFECTIVE UNTIL ROOF AND FLOOR DEAD LOADS ARE IN

PLACE AND PERMANENT LATERAL LOAD RESISTING SYSTEMS ARE IN PLACE.

14. PROCEED WITH BACK FILLING OPERATIONS IN A SAFE AND UNIFORM MANNER. SEE SPECIFICATIONS FOR

REQUIREMENTS.

15. THE STRUCTURE SHALL NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY CONSTRUCTION

BRACING REQUIRED.

DESIGN CRITERIA:

1. GOVERNING BUILDING CODES:

1.1 DA PAMPHLET 385-64

1.2 DESR 6055.09

1.3 ACI 318-14

1.4 AISC STEEL MANUAL, 15TH EDITION

1.5 ASCE 7-16

1.6 AWS D1.1

1.7 IBC 2018, INTERNATIONAL BUILDING CODE.

1.8 UFC 3-301-01, STRUCTURAL ENGINEERING (CHANGE 4, 01 NOVEMBER 2018)

2. BUILDING OCCUPANCY CATEGORY: II

3. LIVE LOADS:

ROOF...................................................................................................20 psf (300 lbs CONCENTRATED)

OTHER LIVE LOADS NOT SHOWN SHALL BE IN ACCORDANCE WITH UFC 3-301-01 AND ASCE 7, MINIMUM.

4. NO CHANGES TO THE EXISTING PROTECTIVE CONSTRUCTION IS REQUIRED SINCE THERE IS NO CHANGE IN

CHARGE WEIGHTS OR OPERATIONS.

5. IN CASE OF DISCREPANCY BETWEEN CONTRACT DRAWINGS, CONTRACT SPECIFICATIONS, AND/OR

APPLICABLE CODES AND CRITERIA, THE MORE STRINGENT REQUIREMENTS SHALL BE APPLIED.

STEEL FRAMING NOTES:

1. STRUCTURAL STEEL MATERIAL PROPERTIES:

CHANNELS, ANGLES........................................................................ ASTM A36 (Fy = 36 ksi) PLATES AND BARS.............................................................. ............. ASTM A36 (Fy = 36 ksi) ANCHOR RODS.................................................................... ............. ASTM F 1554, GRADE 36 (Fy = 36 ksi)

2. SLIP CRITICAL CONNECTIONS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS. ALL OTHER

CONNECTIONS MAY BE BEARING TYPE.

2.1 DESIGN BEARING TYPE CONNECTIONS FOR FACTORED DESIGN FORCES/REACTIONS SHOWN ON THE DRAWINGS. IF FORCES/ REACTIONS ARE NOT PROVIDED ON THE DRAWINGS, THE FACTORED DESIGN REACTION SHALL BE HALF OF THE MAXIMUM TOTAL UNIFORM LOAD (LRFD) AS TABULATED

IN THE AISC MANUAL OF STEEL CONSTRUCTION.

2.2 WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE

SPECIFICATION FOR STRUCTURAL JOINTS.

3. WELDING SHALL CONFORM TO AWS D1.1 STRUCTURAL WELDING CODE.

3.1 WELDERS SHALL BE QUALIFIED FOR THE WORK PERFORMED IN ACCORDANCE WITH AWS D1.1.

3.2 WELD ELECTRODES SHALL BE E70.

4. SUBSTITUTION OF DRILLED OR ADHESIVE ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS

WILL NOT BE PERMITTED.

5. INSTALLATION OF EXPANSION, ADHESIVE, OR SCREW ANCHORS SHALL BE IN ACCORDANCE WITH THE ICC REPORT FOR THAT PARTICULAR TYPE OF ANCHOR. PROVIDE ICC REPORT FOR THE ANCHOR SYSTEM USED.

6. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED, G-90.

1. PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17, SECTION 1704 OF THE

IBC FOR THE FOLLOWING AREAS:

1.1 STEEL CONSTRUCTION SECTION 1705.2

1.2 CONCRETE CONSTRUCTION SECTION 1705.3

1.4 PLUMBING, MECHANICAL, AND ELECTRICAL COMPONENTS SECTION 1705.12.6

STATEMENT OF SPECIAL INSPECTIONS:

DEMOLITION NOTES:

1. PROVIDE ADEQUATE SHORING, BRACING AND OTHER TEMPORARY SUPPORT DURING DEMOLITION.

2. UNTIL PROPERLY SHORED, DO NOT CUT EXISTING STRUCTURAL MEMBER IN A MANNER RESULTING IN A REDUCTION OF LOAD-CARRYING CAPACITY. DO NOT EXCEED THE CAPACITY OF THE EXISTING STRUCTURE

WITH SUPERIMPOSED LOADS.

3. IN GENERAL, SELECTIVE STRUCTURAL DEMOLITION IS TO BE PERFORMED WITH PHYSICAL CUTTING ACTION (I.E. SAWING AND GRINDING INSTEAD OF HAMMERING AND CHOPPING). DO NOT USE JACKHAMMERS ON

STRUCTURALLY SUPPORTED MEMBERS.

4. CONTRACTOR SHALL VERIFY THAT EXISTING CONSTRUCTION CORRESPONDS TO THAT SHOWN ON THE

DRAWINGS. DISCREPANCIES SHALL BE IMMEDIATELY REPORT TO CONTRACTING OFFICER.

5. REMOVE CONCRETE STAIRS AT LOADING DOCK.

CAST-IN-PLACE CONCRETE NOTES:

1. MATERIAL PROPERTIES:

BARS...................................................................................................... ASTM A615, GRADE 60

2. THE CONCRETE STRENGTHS INDICATED ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS.

SLAB ON GRADE ................................................................................. 4,000 psi

3. CONCRETE SHALL BE PROPORTIONED SUCH THAT 7 DAY STRENGTHS ARE A MINIMUM OF 70% OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING, OR TO RECEIVE

CONSTRUCTION LOADS.

4. ADMIXTURES SHALL NOT CONTAIN CALCIUM CHLORIDE.

5. SHOP DRAWINGS, FABRICATION, AND PLACEMENT FOR REINFORCING SHALL CONFORM TO ACI 318.

6. CONCRETE REINFORCEMENT COVER SHALL BE AS SHOWN IN THE TABLE ON SHEET S-002 UNLESS OTHERWISE

NOTED.

7. SPLICE AND EMBEDMENT LENGTHS SHALL BE AS SHOWN IN THE TABLE ON SHEET S-002 UNLESS OTHERWISE

NOTED.

8. ADHESIVE FOR DOWELS INTO EXISTING CONCRETE SHALL BE HILTI HIT HY200, EPCON SYSTEM CERAMIC EPOXY, POWER-FAST EPOXY, SIMPSON ACRYLIC-TIE, OR EQUALLY APPROVED BY THE CONTRACTING OFFICER PRIOR TO USE. MINIMUM EMBEDMENT SHALL BE 12 TIMES THE BAR DIAMETER, BUT MUST ALSO MEET THE PRODUCT MANUFACTURERS RECOMMENDATIONS, UNLESS OTHERWISE NOTED. INSTALLATION OF EXPANSION, ADHESIVE, OR

SCREW ANCHORS SHALL BE IN ACCORDANCE WITH THE ICC

REPORT FOR THAT PARTICULAR TYPE OF ANCHOR. PROVIDE ICC REPORT FOR THE ANCHOR SYSTEM USED.

9. FOR SPECIAL FINISHES, REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF FLOOR FINISHES AND SLAB

DEPRESSIONS.

10. HONEY-COMBING, SPALLS, CRACKS, ETC. SHALL BE REPAIRED. EXTENT OF THE DEFECTIVE AREA SHALL BE DETERMINED BY CONTRACTOR PER STANDARD QC PLAN. DO NOT REPAIR ANY CRACK THAT IS LESS THAN 0.005in

AT ITS WIDEST POINT.

REINFORCED HOLLOW CMU NOTES:

D M

2" M

U M

#4@12" E.W.

SLAB ON

GRADE; REINF.

OMITTED FOR

CLARITY

DRILL & GROUT #

4 DOWELS @ 12"

(TYP 4 SIDE)

3/4" CHAMFER

(TYP)

SIZE PER EQUIP MANUF

TYP

6" MIN

EXISTING

CONCRETE SLAB

SEE PLANS 1'-0" MIN.

1" DEEP MIN. SAW CUT

REPLACE WITH

COMPACTED

NON-EXPANSIVE

FILL AS REQ'D

SEE FOUNDATION PLAN FOR

PATCH REINFORCING

REQUIRMENTS EPOXY DOWEL

EACH BAR MIN. 6" INTO EXISTING

SLAB.

NEW CONCRETE

PATCH

6" CAPILLARY

WATER BARRIER

EXISTING VAPOR

BARRIER

2" C

PROVIDE #4 BAR

MIN. 3" FROM PATCH

EDGE, TYP.

EXISTING SLAB

CONCRETE BELOW TOP

1" SHALL BE

ROUGHENED TO 1/4"

AMPLITUDE.

EXCAVATION

LIMITS

BAR

SIZE

BAR

DIAMETER

(in.)

CLASS B LAP (in.)

TOP BAR OTHER BARS

CASE 1 CASE 2

TOP BAR OTHER BARS

CASE 1 CASE 2CASE 1 CASE 2 CASE 1 CASE 2

22 32 17 25 28 42 22 32 29 43 22 33 37 56 29 43

0.375 0.500 0.625 0.750 0.875 1.000 1.128 1.270

1.410 101

196 101

DEVELOPMENT AND

CLASS A LAP (in.)

1. TABLE A PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS BASED ON ACI318, SECTION 12.2.2.

2. CLASS A LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF OR FEWER BARS AT THE SAME LOCATIONS OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

3. CLASS B LAP LENGTHS APPLY WHEN MORE THAN HALF THE BARS ARE SPLICED AT A LOCATION OF MAXIMUM STRESS IN THE BARS.

4. CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL TO OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL TO OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGH OUT THE LENGTH IN THE TABLE; AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL TO OR GREATER THAN TWO TIMES THE BAR DIAMETER AND CLEAR SPACING NOT LESS THAN TWO TIMES BAR DIAMETER.

5. CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER, OR CLEAR BAR SPACING LESS THAN THE BAR DIAMETER; AND FOR OTHER ELEMENTS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER

OR CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMETER.

6. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST BELOW THE REINFORCEMENT.

7. MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4,000 psi CONCRETE.

8. MULTIPLY LENGTHS SHOWN BY 1.3 FOR LIGHTWEIGHT AGGREGATE CONCRETE.

9. MULTIPLY LENGTHS SHOWN BY 1.3 FOR EPOXY-COATED BARS.

fy = 60,000 psi, f'c = 3,000 psi (see notes)

TABLE A - REINFORCEMENT TENSION LAPS AND DEVELOPMENT

#6 x 8" SMOOTH DOWELS @ 12"

O.C. EPOXY EMBED 6" INTO

EXISTING CONCRETE. EXTEND

DOWEL 12" INTO NEW

CONCRETE. GREASE DOWEL IN

NEW CONCRETE SLAB. PLACE

DOWEL MIN. 2 1/2" BELOW

SURFACE.

SEE ARCH. DRAWING

1/4" DROP MAX.

1/2" P.E.J.

5" SLAB w/ #4's @

12" OCEW 2" CLEAR

FROM TOP

COMPACTED NON-

EXPANSIVE FILL

#4 CONT.

10"

#4 SLOPE 1%

1' -0

" M

EXISTING

FOUNDATION

SEE NOTE 1

NOTES:

1. DRILL 3/4" HOLES AT CORNERS OF PROPOSED OPENING.

2. BOUNDARY OF PROPSED OPEING SHALL BE SAW CUT TO

DRILLED HOLES. "DO NOT OVER CUT."

3. MAINTAIN A MINIMUM OF 4'-0" CLEAR BETWEEN EDGE OF

OPENING.

SEE NOTE 2

SEE NOTE 3

CORE DRILL INTO GRADE

BEAM AS REQUIRED FOR

PLUMBING. CONTRACTOR

SHALL LOCATE AND AVOID

CUTTING EXISTING GRADE

BEAM STIRRUPS AND

HORIZONTAL STEEL.

COORDINATE PLUMBING

LOCATIONS WITH PLUMBING

PLANS.

EXISTING GRADE BEAM

NOTE:

1. CONTRACTOR SHALL VERIFY EXISTING REINFORCING LOCATIONS

BEFORE PENETRATING THE BEAM. CONTRACTOR SHALL NOT CUT ANY

EXISTING REINFORCING WITHIN THE BEAM. BEAM SHALL BE DEEPENED

AS NECESSARY TO MEET THIS REQUIREMENTS.

2. COORD. w/ MECH DWGS FOR LOCATION AND SIZE OF CONDUITS.

1' - 0"

- 0

EXISTING CONCRETE SLAB

DESCRIPTION SINGLE LAYER

TWO LAYERS

REMARKS

SLAB

BEAMS

OTHER

ON GRADE

OF RIBBED MATS

SUPPORTED

ON CARTON FORMS

ON CONCRETE

ON METAL DECK

FORMED GRADE BEAMS

IN RIBBED MATS

ABOVE GRADE

JOISTS

SPOT FOOTINGS

COLUMNS AND PLINTHS

DESCRIPTION

1 1/2 " FROM TOP

TOP BOTTOM

CENTERED

3/4"

1 1/2"

SIDE TOP BOTTOM

1 1/2"

1 1/2" 1 1/2"

1 1/2"

3/4" 3/4"

1 1/2"

3/4"

1 1/2" WHEN EXPOSED TO

WEATHER

T/4 (1 1/2"<T/4 <2 1/2 ")

T = SLAB THICKNESS2

3 2" FOR #6 AND LARGER OR

EXPOSED TO EARTH

4 3" IF CAST ON EARTH

2" FOR #6 AND LARGER WHEN

EXPOSED TO WEATHER

5 5

1 1

NOTE: UNLESS OTHERWISE NOTED ON DRAWINGS, CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS SHALL COMPLY WITH LISTED VALUES. COVER SHALL COMPLY WITH REQUIREMENTS OF ACI 318 FOR ELEMENTS NOT DESCRIBED.

3/4" FROM BOTTOM

1 1/2 " FROM BOTTOM

WALLS INTERIOR FACES

EXTERIOR EXPOSED FACES

CENTERED

3/4"

1 1/2"

TABLE B

CONCRETE COVER (in) FOR CAST-IN-PLACE

NON-PRESTRESSED CONCRETE FOR BUILDINGS

1 1

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NTS1

EQUIPMENT PAD ON SLAB-ON-GRADE

DETAIL

NTS2

EXISTING SLAB REMOVAL &

REPLACEMENT FOR NEW PLUMBING

DETAIL

NTS4 TYP. STOOP SECTION

NTS5 CUT OPENING DETAIL

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

TYPICAL EXISTING GRADE BEAM

PENETRATION DETAIL

NOTES:

1. MINIMUM CLEARANCE OF 1" OR LIVE LOAD DEFLECTION, WHICHEVER IS GREATER.

WHEN STUDS EXTEND TO DECK OR FLOOR ABOVE, PROVIDE THE REQUIRED MINIMUM

CLEARANCE WITH LATERAL SUPPORT AT BOTTOM CHORD.

2. THIS LATERAL SUPPORT DETAIL IS FOR WHEN CROSS WALL SUPPORT SPACING

EXCEEDS 8'-0".

PERPENDICULAR TO TRUSSES

PARALLEL TO TRUSSES

DECK, ROOF OR FLOOR

FIRE STOPPING

MATERIAL AS REQUIRED

CONT. TRACK

L2 1/2x2x3/16 (LLV)x6" @

6'-0" O.C. WELD TO 3/16"

ANGLE

TRUSSES BOTTOM

FLANGE (TYP)

L2x2x3/16 WELD TO BEAM OR

ATTACHED TO BOTTOM FLANGE

@ 6'-0" O.C.

CONT. TRACK

FIRE STOPPING MATERIAL

AS REQUIRED

ROOF DECK

TRUSS BOTTOM FLANGE

N O

TE L2 1/2x2x3/16 (LLV)x6" @

6'-0" O.C. WELD TO BEAM BOTTOM

FLANGE

1' - 8"

1' - 10"

FINISHED FLOOR

EXISTING FLOOR DRAIN

EXISTING TRENCH

DRAIN WITH GRATING

REMOVE EXISTING GRATING, CAP

EXISTING FLOOR DRAIN (REFER TO MECH.

FOR EXISTING FLOOR DRAIN LOCATIONS).

FILL IN 5,000psi GROUT, LEVEL WITH

EXISTING SLAB

NOTE:

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

GYPSUM WALLBOARD CEILING

4'-0"

5'-0"

6'-0"

7'-0"

8'-0"

MAXIMUM

TRUSS

SPACING

DESIGN NOTE: SUSPENDED CEILING IS SHOWN.

WHERE SUSPENDED CEILING IS NOT REQUIRED, AT

EACH FURRING (CHANNELS OR STUDS AS

REQUIRED BY SPAN) DIRECTLY TO BOTTOM CHORD

OF TRUSS.

FURRING @ 16" OC

GYPSUM BOARD

CEILING

DECK

1-1/2" RUNNER

CHANNEL (TYP)

8 GA. HANGING

WIRES

4'-0"

3'-6"

3'-0"

2'-6"

HANGER

SPACING

24 GA 7/8"

24 GA 1-5/8"

24 GA 2-1/2"

24 GA 3-5/8"

FURRING

SIZE

ACOUSTICAL TILE CEILING

DECK

T BAR GRID SYSTEM

12 GA HANGING WIRES @

4'-0" OCEW MAX

DECK

T BAR GRID SYSTEM

12 GA. HANGING WIRES

@ 4'-0" OCEW MAX

AUXILIARY FURRING @ 4'-0" OC SIZE AS REQUIRED

BY TRUSS SPACING, BOLTED OR 18 GA TIE WIRE

ATTACHED TO TRUSS

FURRING IS ATTACHED RUNNER

BY USING 18 GA. TIE WIRE

TRUSS MAX

SPACING

4'-0" O.C.

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NTS1

METAL STUD PARTITION LATERAL

SUPPORT

NTS3 GROUT FILL IN EXISTING DRAIN DETAIL

NTS2 SUSPENDED CEILING DETAILS

1 2 4 5 6 7 8 9 10 11

10' - 6" 2'

1' - 6"

2' - 0"

0" 2'

8" 13' - 1" 1' - 11" 13' - 3" 20' - 0" 22' - 6" 17' - 0" 17' - 0" 16' - 11"

1' - 6"

6' - 6"

2' - 6"

8' - 0"

2" 2' - 6"

8' - 10" 2' - 6"

10' - 7"

2' - 0"

4' - 3"

1' - 2"

0" 3' - 3"

2' - 9"

1' - 2"

9' - 3"

6' - 8"

6' - 2"

1. CONTRACTOR TO INSPECT EXISTING CONDITIONS BEFORE

DEMOLITION AND NOTIFY CONTRACTING OFFICER BEFORE

PROCEEDING WORK.

2. DO NOT DEMOLISH CONCRETE OVER FOUNDATION BEAMS.

COORDINATE EXACT LOCATIONS AND EXTEND OF REQ'D SLAB

REMOVAL WITH ALL APPLICABLE TRADES.

3. CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING

FOUNDATION BEAMS WITH IN THE DEMO AREAS.

4. DO NOT CUT THROUGH EXISTING FOUNDATION BEAMS

THROUGHOUT THE BUILDING.

FOUNDATION DEMOLITION NOTES

SAW CUT AND DEMOLISH EXISTING SLAB-ON-GRADE

SHOWN IN THE DRAWING.

FOUNDATION DEMOLITION LEGEND

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1/8" = 1'-0"1 FOUNDATION DEMOLITATION PLAN

1 2 4 5 6 7 8 9 10 11

10' - 6"

1' - 6"

8" 13' - 1" 1' - 11" 13' - 3" 20' - 0" 22' - 6" 17' - 0" 17' - 0" 16' - 11"

1' - 6"

6' - 6"

2' - 6"

8' - 0"

2' - 6"

8' - 10" 2' - 6"

0" 4' - 3"

3' - 4"

1' - 2"

2' - 9"

1' - 2"

0" 3'

2' - 0"

0" 2'

123' - 0"

1' - 3" 1' - 6"

7' - 8" 2' - 0"

7' - 2"

1. REFER TO ARCH AND PLUMBING DRAWINGS FOR NEW

FLOOR DRAIN LOCATIONS.

2. CAP EXISTING FLOOR DRAIN, REFER TO MECH. DWGS.

PLACE 5,000 psi GROUT IN FILL WITH EXISTING FLOOR

DRAINS/TRENCH DRAINS, THEN LEVEL THE CONCRETE

FLOOR SEE DETAIL 3/S-003.

3. FOR DIFFERING SITE CONDITIONS, THE CONTRACTOR

SHALL NOT MAKE ANY REVISIONS TO THE BUILDING UNTIL

APPROVED BY THE CONTRACTING OFFICER.

4. ALL DIMENSION SHOWN SHALL BE VERIFIED BY THE

CONTRACTOR. COORDINATE WITH ARCH., MECH. AND

PLUMBING DRAWINGS FOR EXISTING AND NEW

CONDITIONS.

5. THE UPPER 6 INCHES OF EXISTING FILL EXPOSED AFTER

FLOOR SLAB DEMOLITION OPERATIONS SHALL BE

SCARIFIED, MOISTENED, MANIPULATED, AND

RECOMPACTED TO AT LEAST 95 PERCENT OF LABORATORY

MAXIMUM DENSITY.

6. CONTRACTOR SHALL NOT CUT THROUGH EXISTING

FOUNDATION GRADEBEAMS.

7. CONCRETE SLAB SHALL BE REINFORCED WITH #4 @ 8" O.C.

EACH WAY, 1 1/2" FROM TOP OF SLAB. SLAB SHALL BE OVER

VAPOR BARRIER AND 6" CAPILLARY WATER BARRIER ON

NON-EXPANSIVE, COMPACTED FILL.

FOUNDATION NOTES:

EDGE OF THE NEW 5" S.O.G. w/ #4 @ 8" O.C.

EACH WAY, 1 1/2" FROM TOP OF SLAB.

FOUNDATION LEGEND:

SHEET

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PLAN NORTH

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1/8" = 1'-0"1 FOUNDATION PLAN

8'4' 16'0

WINDOW

OPENING

NOTES:

1. TEMPORARILY SUPPORT EXISTING WALL PRIOR TO DEMOLITION.

2. REFER TO ARCH. DWG FOR OPENING LOCATIONS.

STEEL LINTEL;

L8X8X1/2

REMOVE EXISTING

MASONRY WALL

AS REQUIRED TO

INSTALL WINDOW

T.O. SLAB

4' - 0"

MIN.

1' - 0"

MIN.

1' - 0" 4'

GROUT SIDES TO

PROVIDE SMOOTH

SURFACE FOR

INSTALLATION

OF WINDOW

JAMBS

ELEVATION VIEW

DOOR

OPENING

NOTES:

1. TEMPORARILY SUPPORT EXISTING WALL PRIOR TO DEMOLITION.

2. REFER TO ARCH. DWG FOR OPENING LOCATIONS.

STEEL LOOSE LINTEL;

L8X8X1/2 LLV

REMOVE EXISTING

MASONRY WALL

AS REQUIRED TO

INSTALL DOOR

T.O. SLAB

3' - 4"

MIN.

1' - 4" 1' - 4"

GROUT SIDES TO

PROVIDE SMOOTH

SURFACE FOR

INSTALLATION

OF DOOR JAMBS

ELEVATION VIEW

1/4

TYP.

STEEL JAMB;

L8x8x1/2, FASTEN TO MASONRY WALL w/ 3/4"

DIA. MASONRY ANCHOR

BOLTS (BASIS OF

DESIGN: HILTI HIT HY

270) AT 16" O.C. w/ 6"

EMBEDMENT, (TYP.)

C C

DOOR OPENING

NOTES:

1. TEMPORARILY SUPPORT EXISTING WALL PRIOR TO DEMOLITION.

2. REFER TO ARCH. DWG FOR OPENING LOCATIONS.

STEEL LOOSE LINTEL;

(2) L6X4X1/2 LLV

REMOVE EXISTING

MASONRY WALL

AS REQUIRED TO

INSTALL DOOR

T.O. SLAB

6' - 4"

MIN.

1' - 8" 1' - 8"

GROUT SIDES TO

PROVIDE SMOOTH

SURFACE FOR

INSTALLATION

OF DOOR JAMBS

CLOSURE PLATE;

PL1/4, (TYP.)

ELEVATION VIEW

1/4

TYP.

D D STEEL LOOSE

JAMB (2) L6X4X1/2

LLV (TYP.)

OPENING

NOTES:

1. TEMPORARILY SUPPORT EXISTING WALL PRIOR TO DEMOLITION.

2. REFER TO ARCH. DWG FOR OPENING LOCATIONS.

STEEL LOOSE LINTEL;

(2) L6X4X1/2 LLV

REMOVE EXISTING

MASONRY WALL

AS REQUIRED TO

INSTALL DOOR

T.O. SLAB

3' - 4"

MIN.

1' - 4"

MIN.

1' - 4"

GROUT SIDES TO

PROVIDE SMOOTH

SURFACE FOR

INSTALLATION

OF DOOR JAMBS

CLOSURE PLATE;

PL1/4 (TYP.)

ELEVATION VIEW

D D

1/4

TYP.

SECTION A

L8X8X1/2, FASTEN TO

MASONRY WALL w/ 3/4"

DIA. MASONRY

ANCHOR BOLTS (BASIS

OF DESIGN: HILTI HIT

HY 270) AT 16" O.C. w/

6" EMBEDMENT.

INTERIOR

FACE

SECTION B

L6X4X1/2 LLV

5" WIDE 1/4" THICK PLATE

3/16 2 @ 8"

LADDER TYPE

HORIZONTAL JOINT

REINFORCING @ 16" O.C.

8" CMU WALL REINFORCED

WITH #5 @ 16". ALL

REINFORCED CELLS SHALL

BE FULLY GROUTED.

R I

- 0

EXISTING

FUNDATION AND

SLAB

8" BOND BEAM

WITH 1 #5 T&B TYP.

1' - 0"

5" 1'

EPOXY DOWEL BAR INTO EXISTING

CONCRETE SLAB MIN. 12" (BASIS OF

DESIGN: HILTI HY 200). MATCH WALL

REINFORCING SIZE AND SPACING.

NOTES:

1. REFER TO ARCH. DWG FOR FILL IN OPENING LOCATIONS.

SECTION D

L6X4X1/2 LLV

5" WIDE 1/4" THICK PLATE

3/16 2 @ 8"

SECTION C

L8X8X1/2, FASTEN TO

MASONRY WALL w/ 3/4"

DIA. MASONRY

ANCHOR BOLTS (BASIS

OF DESIGN: HILTI HIT

HY 270) AT 16" O.C. w/

6" EMBEDMENT.

INTERIOR

FACE

DOOR

OPENING

NOTES:

1. TEMPORARILY SUPPORT EXISTING WALL PRIOR TO DEMOLITION.

2. REFER TO ARCH. DWG FOR OPENING LOCATIONS.

STEEL LOOSE LINTEL;

L8X8X1/2 LLV

REMOVE EXISTING

MASONRY WALL

AS REQUIRED TO

INSTALL DOOR

T.O. SLAB

4' - 0"

MIN.

1' - 4" 1' - 4"

GROUT SIDES TO

PROVIDE SMOOTH

SURFACE FOR

INSTALLATION

OF DOOR JAMBS

ELEVATION VIEW

1/4

TYP.

STEEL JAMB;

L8x8x1/2, FASTEN TO MASONRY WALL w/ 3/4"

DIA. MASONRY ANCHOR

BOLTS (BASIS OF

DESIGN: HILTI HIT HY

270) AT 16" O.C. w/ 6"

EMBEDMENT, (TYP.)

C C

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3/4" = 1'-0"1 EXTERIOR CMU WALL WINDOW OPENING

3/4" = 1'-0"2

EXTERIOR CMU WALL DOOR OPENING

(3'-4")

3/4" = 1'-0"4 FIRE BARRIER DOUBLE DOOR OPENING

3/4" = 1'-0"5 INTERIOR WALL DOOR OPENING

3/4" = 1'-0"6

TYP. CMU WALL SECTION (FILL IN

OPENINGS)1

3/4" = 1'-0"3

EXTERIOR CMU WALL DOOR OPENING

(4'-0")

EXISTING WOOD

TRUSS BOT CHORD

SLOTTED CHANNEL FRAMING TO

SPAN ACROSS 4 TRUSSES MIN (8'-0"

MAX. O.C.), LOCATE AT TRUSS BOT

CHORD PANEL POINTS TO

SUPPORT NEW SPRINKLER PIPING,

EACH CONNECTION OF THE

SLOTTED CHANNEL FRAMING SHALL

HAVE MIN. 200LBS SUPPORT LOAD

FROM EACH TRUSS, AND 500LBS

BETWEEN THE SLOTTED CHANNEL

FRAMING AND PIPE

NEW SPRINKLER PIPE 4" DIA. MAX.

SHALL BE PLACED IN THE CENTER OF

EACH UNISTRUT

SLOTTED CHANNEL FRAMING TO

SPAN ACROSS 4 TRUSSES MIN

(8'-0" MAX. O.C.), LOCATE AT TRUSS

BOT CHORD PANEL POINTS TO

SUPPORT NEW SPRINKLER PIPING,

EACH CONNECTION OF THE

SLOTTED CHANNEL FRAMING

SHALL HAVE MIN. 200LBS SUPPORT

LOAD FROM EACH TRUSS, AND

500LBS BETWEEN THE SLOTTED

CHANNEL FRAMING AND PIPE

NEW SPRINKLER PIPE 4" DIA.

MAX. SHALL BE PLACED IN THE

CENTER OF EACH SLOTTED

CHANNEL FRAMING

EXISTING WOOD

TRUSS

NOTE:

SLOTTED CHANNEL FRAMING SHALL COMPLY ALL REQUIREMENTS

WITH METAL FRAMING MANUFACTURER'S ASSOCIATION - 4.

EXISTING WOOD

TRUSS BOT CHORD

SLOTTED CHANNEL FRAMING TO

SPAN ACROSS 3 TRUSSES MIN (8'-0"

MAX. O.C.), LOCATE AT TRUSS BOT

CHORD PANEL POINTS TO

SUPPORT NEW SPRINKLER PIPING,

EACH CONNECTION OF THE

SLOTTED CHANNEL FRAMING SHALL

HAVE MIN. 200LBS SUPPORT LOAD

FROM EACH TRUSS, AND 500LBS

BETWEEN THE SLOTTED CHANNEL

FRAMING AND PIPE

NEW SPRINKLER PIPE 4" DIA. MAX.

SHALL BE PLACED IN THE CENTER OF

EACH SLOTTED CHANNEL FRAMING

SLOTTED CHANNEL FRAMING TO

SPAN ACROSS 3 TRUSSES MIN

(8'-0" MAX. O.C.), LOCATE AT TRUSS

BOT CHORD PANEL POINTS TO

SUPPORT NEW SPRINKLER PIPING,

EACH CONNECTION OF THE

SLOTTED CHANNEL FRAMING

SHALL HAVE MIN. 200LBS SUPPORT

LOAD FROM EACH TRUSS, AND

500LBS BETWEEN THE SLOTTED

CHANNEL FRAMING AND PIPE

NEW SPRINKLER PIPE 4" DIA. MAX.

SHALL BE PLACED IN THE CENTER

OF EACH SLOTTED CHANNEL

FRAMING

EXISTING WOOD

TRUSS

NOTE:

SLOTTED CHANNEL FRAMING SHALL COMPLY ALL REQUIREMENTS

WITH METAL FRAMING MANUFACTURER'S ASSOCIATION - 4.

- 0

NEW C4x5.4KNEE

BRACE (TYP.)

EXISTING STEEL

BEAMS (TYP.)

NEW C4x5.4 KNEE

BRACE (TYP.)

EXISTING COLUMN

(TYP.)

3/16

TYP.

EXISTING C3x4.1

KNEE BRACE (TYP.)

NOTE: PROVIDE @ ALL COLUMN KNEE BRACES

SHEET

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NTS1

SPRINKLER PIPE PARALLEL TO WOOD

TRUSSES SUPPORT SCHEMATIC DETAIL

NTS2

SPRINKLER PIPE PERPENDICULAR TO

WOOD TRUSSES SUPPORT SCHEMATIC

DETAIL

3/4" = 1'-0"3

TYPICAL KNEE-BRACE STRENGTHENING

DETAIL

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PROJECT NAME

OCCUPANCY CLASSIFICATION

CLASSROOM ASSEMBLY A-3 NFPA 101 12.1.2

IBC 303.4

OFFICES, BUSINESS GROUP B NFPA 101 38.1.2

IBC 304.1

OCCUPANCY SEPARATION

ASSEMBLY FROM BUSINESS 1-HOUR IBC TABLE 508.4

(W/ AUTOMATIC SPRINKLER SYSTEM)

OCCUPANT LOAD CALCULATIONS

SPACE LOAD FACTOR OCCUPANT LOAD

OFFICE (BUSINESS USE) 150 SF/PN NFPA 101 (TABLE 7.3.1.2) 1417 SF/150 = 10

COLLABORATION ROOM (BUSINESS USE) 15 SF/PN NFPA 101 (TABLE 7.3.1.2) 846 SF/15 = 57

BREAKROOM (ASSEMBLY USE) 15 SF/PN NFPA 101 (TABLE 7.3.1.2) 82 SF/15 = 7

UTILITY SPACES (MECH, ELEC, JAN.) 500 SF/PN UFC 3-600-01 (TABLE 10-1) 662 SF/500 = 5

UTILITY SPACES (COMM) 300 SF/PN UFC 3-600-01 (TABLE 10-1) 93 SF/300 = 1

STORAGE SPACES 500 SF/PN NFPA 101 (TABLE 7.3.1.2) 535 SF/500 = 4

ASSEMBLY (CLASSROOM AND EST) 15 SF/PN NFPA 101 (TABLE 7.3.1.2) 4530 SF/15 = 303

ASSEMBLY (WAITING AREA) 5 SF/PN NFPA 101 (TABLE 7.3.1.2) 553 SF/5 = 111

OFFICE (BUSINESS USE) 150 SF/PN NFPA 101 (TABLE 7.3.1.2) 744/150 = 7

OCCUPANT LOAD CALCULATED = 516

CONSTRUCTION CLASSIFICATION

CONSTRUCTION TYPE III-B NON-COMBUSTIBLE, UNPROTECTED IBC 602.2

(FULLY SPRINKLERED)

MAXIMUM ALLOWABLE HEIGHT - FEET. 75 FEET (FULLY SPRINKLERED) IBC TABLE 504.3

(BUSINESS GROUP B, ASSEMBLY GROUP A)

MAXIMUM ALLOWABLE HEIGHT - STORIES. 4 STORIES (FULLY SPRINKLERED) IBC TABLE 504.4

(BUSINESS GROUP B)

(ASSEMBLY GROUP A-3) 3 STORIES (FULLY SPRINKLERED) IBC TABLE 504.4

MAXIMUM ALLOWABLE AREA - SF. 76000 SF (FULLY SPRINKLERED) IBC TABLE 506.2

(BUSINESS GROUP B)

(ASSEMBLY GROUP A-3) 38000 SF (FULLY SPRINKLERED) IBC TABLE 506.2

CONSTRUCTION CLASSIFICATION AS DESIGNED

CONSTRUCTION TYPE III-B (FULLY SPRINKLERED)

BUILDING HEIGHT - FEET. 28'-9"

BUILDING HEIGHT - STORIES. 1 STORIES

MAXIMUM AREA PER STORY - SF. 11,464 SF 1ST FLOOR.

FIRE RESISTIVE REQUIREMENTS

FIRE BARRIERS EXTEND FROM FLOOR SLAB TO SLAB IBC 707.5

ABOVE OR ROOF DECK

DOORS WHERE RATED, 1-HOUR FIRE PARTITION IBC-TABLE 716.5

(AT CORRIDOR WALLS) REQUIRE 20-MINUTE

RATED FIRE DOORS; 1- HOUR RATED FIRE

PARTITION (AT OTHER WALLS) REQUIRES

45-MINUTE RATED FIRE DOORS

FIRE PROTECTION SPRINKLER SYSTEM PER NFPA 101 SECTION 9.7 NFPA 101

SECTION 9.7

SHAFT ENCLOSURES 1-HOUR < FOUR STORIES IBC-713.4

CORRIDORS (FULLY SPRINKLERED BUILDING) 0-HOUR NFPA 101

(BUSINESS, GROUP B) 38.3.6.1, 12.3.6

(ASSEMBLY, GROUP A-3)

INTERIOR WALL/CEILING FINISH AND TRIM CLASS A OR B NFPA 101

(FULLY SPRINKLERED BUILDING) 10.2.2, 38.3.3.2, 12.3.3.3

(BUSINESS GROUP B)

INTERIOR FLOOR FINISH CLASS I OR II NFPA 101

10.2.7, 38.3.3.3, 12.3.3.5

FIRE PROTECTION REQUIREMENTS

PORTABLE FIRE EXTINGUISHERS PROVIDE IN NEW “BUSINESS” AND “ASSEMBLY” NFPA 101 9.9, 38.3.5

OCCUPANCIES, WHERE REQUIRED BY NFPA 101 NFPA 10 6.2.1.1

AND AS INDICATED IN UFC 3-600-01. UFC 3-600-01 9-17

EXIT REQUIREMENTS

MINIMUM NUMBER OF EXITS (PER STORY) 3 - (OCCUPANT LOAD > 500) NFPA 101

7.4.1.2, 12.2.4.1.

MINIMUM SEPARATION BETWEEN EXITS 1/3 OF BUILDING OR AREA SERVED, DIAGONAL NFPA 101, 7.5.1.3.3

MAXIMUM TRAVEL DISTANCE TO EXITS "NEW ASSEMBLY" NFPA 101

OCCUPANCY = 400-FEET 12.2.6.2(1)

"B" OCCUPANCY = 300 FT NFPA 101 38.2.6.3

EXIT REQUIREMENTS

MEASUREMENT OF TRAVEL DISTANCE TO EXITS STARTING FROM THE MOST REMOTE POINT NFPA 101 7.6

SUBJECT TO OCCUPANCY, CURVING AROUND

ANY CORNERS OR OBSTRUCTIONS, WITH A

12-INCH CLEARANCE THEREFROM. TERMINATING

AT ONE OF THE FOLLOWING:

a) CENTER OF THE DOORWAY

b) OTHER POINT AT WHICH THE EXIT BEGINS

MAXIMUM COMMON PATH OF EGRESS TRAVEL "NEW ASSEMBLY" OCCUPANCY = 20' ANY OCC. NFPA 101, 12.2.5.1.2

75' WHERE THE PATH SERVES NOT MORE THAN 50 OCC.

"B" OCCUPANCY = 100-FT WITH FULLY SPRINKLERED TABLE 38.2.5.3.1

MAX DISTANCE DEAD-END CORRIDOR "NEW ASSEMBLY" OCCUPANCY = 20’ NFPA 101 TABLE 12.2.5.1.3

(FULLY SPRINKLERED BUILDING) "B" OCCUPANCY = 50' NFPA 101 38.2.5.2.1

MINIMUM TOTAL EXITS WIDTH:

STAIRS 169 PN X 0.3 = 50.7 USE 51 NFPA 101 TABLE 7.3.3.1

CORRIDORS 169 PN X 0.2 = 33.8 USE 34 NFPA 101 TABLE 7.3.3.1

MINIMUM STAIR WIDTH 44" MINIMUM (>50 OCCUPANTS, <2000) NFPA 101 TABLE 7.2.2.2.1.2(B)

MAXIMUM VERTICAL DISTANCE 12-FEET NFPA 101 TABLE 7.2.2.2.1.2(A)

BETWEEN LANDINGS

MINIMUM CORRIDOR WIDTH PROVIDED = 54”

STAIRWAY ENCLOSURE 1-HOUR RATED NFPA 101 7.1.3.2

DOOR OPENINGS DOOR OPENINGS IN MEANS OF EGRESS SHALL BE NFPA 101 7.2.1.2.3.2

NOT LESS THAN 32”.

ACTUAL DOOR OPENINGS PROVIDED AT EACH EGRESS = 36”

SEPARATION FROM HAZARDS

MECH = PROVIDING 1 HR FIRE BARRIER NFPA 101 8.7.1.1, 8.7.1.2

DUE TO THE EXISTING MECH ROOM WALLS

BEING RATED FOR 1HR WE ARE MAINTAINING

THAT RATING. NFPA 101 ONLY REQUIRES

SMOKE PARTITION(S) FOR THESE WALLS.

REPURPOSE DFAC BUILDING 56471 TO CLASSROOM FACILITY

NORTH FORT HOOD (NFH)

GENERAL PROJECT INFORMATION

a) PROJECT NAME: REPURPOSE DFAC

BUILDING 56471 TO

CLASSROOM FACILITY

NORTH FT HOOD

b) PROJECT NUMBER: 490407

c) LOCATION: NFH, TEXAS

d) BUILDING USE: CLASSROOM FACILITY

e) BUILDING AREA 11,464 SF

f) BUILDING HEIGHT (FT) 28'-9"

g) STORIES ABOVE GRADE: 1

h) STORIES BELOW GRADE: N/A

APPLICABLE CODES

UFC 1-200-01 (10-09-2019)

UFC 3-600-01, WITH CHANGE 5 (08-12-2020)

IBC 2018

NFPA 101, 2018

BUILDING USE

a) PRIMARY CLASSROOM 1ST FLOOR (7,385 SF)

b) SECONDARY OFFICES 1ST FLOOR (4,079 SF)

REF.

172 SF

STORAGE

500 SF/PN

1 PN

63 SF

BUSINESS

150 SF/PN

1 PN

615 SF

BUSINESS

150 SF/PN

5 PN

161 SF

ELECTRICAL

500 SF/PN

1 PN

111 SF

MECH

500 SF/PN

1 PN

513 SF

MECH

500 SF/PN

2 PN

81 SF

ASSEMBLY

15 SF/PN

7 PN

93 SF

TELECOM

500 SF/PN

1 PN

223 SF

BUSINESS

150 SF/PN

2 PN

241 SF

BUSINESS

150 SF/PN

2 PN

130 SF

BUSINESS

150 SF/PN

1 PN

1962 SF

ASSEMBLY

15 SF/PN

131 PN

124 SF

STORAGE

500 SF/PN

1 PN

169 SF

BUSINESS

150 SF/PN

2 PN

2638 SF

ASSEMBLY

15 SF/PN

176 PN

187 SF

STORAGE

500 SF/PN

1 PN

1117 SF

ASSEMBLY

15 SF/PN

75 PN

230 SF

BUSINESS

150 SF/PN

2 PN

224 SF

BUSINESS

150 SF/PN

2 PN

3'-0"/180 3'-0"/180

3'-0"/180

OCCUPANCY "A-3

OCCUPANCY "B"

' T

N C

136' TRAVEL DISTANCE

68' TRAVEL DISTANCE

61' TRAVEL DISTANCE

' T

N C

496 SF

ASSEMBLY

5 SF/PN

100 PN

99 SF

STORAGE

500 SF/PN

1 PN

38 SF

JAN.

500 SF/PN

1 PN

3'-8"/ 220

6'-0"/360

T R

C E

FEB

FEC FEC

68' TRAVEL

DISTANCE

EGRESS TRAVEL PATH/DISTANCE

EXIT DIRECTION

3'-0"/180

TYPICAL FOR ALL EXIT EGRESS

EXIT CAPACITY (EXIT WIDTH/MAX CAPACITY PN)

NOTES:

1. WHERE "B" OCCUPANCY IS LABLED, EQUIVALENT

OCCUPANCY PER NFPA 101 IS "BUSINESS".

2. WHERE "A-3 OCCUPANCY IS LABELED, EQUIVALENT

OCCUPANCY PER NFPA 101 IS "ASSEMBLY".

3. REFER TO FA AND LIGHTING PLANS FOR SMOKE DETECTOR

AND EXIT SIGN LOCATIONS.

4. THE ASSEMBLY SPACES SHOWN ON THE PLAN ARE

ANCILLARY TO THE MAIN OCCUPANCY, THEREFORE NO

SEPARATION IS REQUIRED.

5. THE COLLABORATION ROOM IS PART OF THE BUSINESS

OCCUPANCY TYPE, THEREFORE NO SEPARATION IS

REQUIRED.

6. WHERE BUSINESS OCCUPANCY IS LABELED FOR THE

OPEN OFFICE SPACE, THE MAX. PROBABLE OCCUPANTS

FOR THAT SPACE IS 24 PERSONS.

OCCUPANCY TYPE: "A-3" IBC, ASSEMBLY NFPA 101

ROOM SEPARATIONS (SF LIMITS)

EGRESS STARTING POINT

1 HR FIRE BARRIER

KNOX BOXKB

OCCUPANCY TYPE: "B" IBC, "BUSINESS" NFPA 101

FEC SEMI RECESSED FIRE EXTINGUISHER CABINET

FEB FIRE EXTINGUISHER BRACKET

SHEET

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PROJECT NAME

1/8" = 1'-0"A1 LIFE SAFETY PLAN

GENERAL PROJECT INFO

a. PROJECT NAME: DFAC 56471 REPURPOSE TO

CLASSROOM FACILITY

b. PROJECT…

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File details come from the government source that posted it. Updated Aug 17, 2021.