Attachment_23_Building 586 Drawings.pdf

PDF 5 MB Posted Oct 21, 2026

Attached to: SABER V Hill AFB
Solicitation number: FA820126R0020
Issued by: Department of the Air Force Materiel Command Air Force Sustainment Center

About this file

Written by GovTribe AI · Oct 21, 2026

This document is a comprehensive set of architectural and engineering drawings for a military facility construction project.

The drawings depict a complete building facility with detailed floor plans, HVAC systems, waste and vent systems, domestic water and compressed air systems, structural details, and mechanical systems. Key facility components include administrative offices, maintenance bays, warehouses, mechanical rooms, men's and women's restrooms, janitor storage, breakroom areas, and equipment pads. The architectural drawings specify exterior 203mm and 305mm concrete masonry unit (CMU) walls, interior 203mm CMU walls, roll-up door entry ways, and various wall sections with detailed insulation and reinforcement patterns. Structural specifications include concrete foundations with reinforced footings, steel framing with bolted connections, concrete slabs with control joints, and detailed column footings. HVAC systems feature supply diffusers, return/exhaust grilles, wall-mounted units with automatic temperature control valves, and fan systems with various capacities (ranging from 32 to 1,630 CFM). The mechanical systems include domestic water piping, compressed air distribution with regulators and filters, waste and vent lines with traps, and steam line connections. Construction specifications reference ASTM standards for concrete, reinforcing steel, structural steel bolts and welds, masonry units, and grout, with minimum compressive strengths and other performance requirements detailed throughout. All drawings are scaled appropriately and include reference markers, material stress tables, and notes for contractor review.

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VTR -1

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SET AT SAME ELEV.

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AS HOSE BIB.

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FLOOR

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DRAIN

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SACRAMENTO, CALIFORNIA

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CORPS OF ENGINEERS

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DEPARTMENT OF THE ARMY

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SACRAMENTO DISTRICT

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IN-HOUSE DESIGN

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1325 'J' STREET

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SACRAMENTO, CA 95814-2922

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HILL AFB

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UTAH

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MUNITIONS HANDLING EQUIPMENT

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PLUMBING

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WASTE & VENT

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FLOOR PLAN

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P. SCHMITT

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P. SCHMITT

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E. SWEDBERG

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H46P11.DWG

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SCALE: 1:50

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FD,

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FCO

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FCO

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FCO

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FCO

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FCO

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WCO

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WCO

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SEE NOTE 2

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VTR,

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TYP

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NORTH

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NORTH

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REFERENCE

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UNLESS OTHERWISE INDICATED.

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FORMANCE REQUIREMENTS LISTED IN THE

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EQUIPMENT SCHEDULES, AT A SITE ELE-

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NOTE: EQUIPMENT SHALL MEET THE PER-

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VATION OF 1,454 M ABOVE SEA LEVEL,

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MILLIMETERS UNLESS OTHERWISE INDICATED.

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NOTE: ALL DIMENSIONS SHOWN ARE IN

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WITH A DEAP-SEAL TRAP.

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1. %%uALL%%u FD'S (FLOOR DRAINS) SHALL BE PROVIDED

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150 WASTE LINE, FOR ELEVATION

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AND CONTINUATION, SEE CIVIL

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FD,

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WATER HEATER TEMPERATURE/PRESSURE RELIEF

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2. FD (FLOOR DRAIN) SHALL BE PROVIDED FOR

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VALVE AND HOSE BIBB DRAIN

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SEE NOTE 1,

TYP

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COPIER

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ENTRY VESTIBULE

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OFFICE

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OFFICE

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OFFICE

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CORRIDOR

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CONTROL ROOM

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MEN'S ROOM

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WOMEN'S

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VESTIBULE

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JANITOR

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BREAK ROOM

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TRAINING ROOM

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MAINTENANCE BAY

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MECHANICAL ROOM

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CORRIDOR

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ELEC. ROOM

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COMM. ROOM

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WAREHOUSE

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SEISMIC JOINT

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EWC

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WASHFOUNTAIN

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DRINKING FOUNTAIN

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EMERGENCY EYEWASH

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6221 RFI #7

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FEC

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FEB

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FEB

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FEB

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FEB

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BOLLARD (TYP)

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REFRIG., N.I.C.

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VEND'G MACHS.

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STORAGE CABINET

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FLAMMABLE LIQUID

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SELF-CONTAINED, FREE STANDING PLANTER W/ INTEGRAL AIR- AND WATERTIGHT RESERVOIR.

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VACUUM SENSOR SYSTEM TO CONTROL RELEASE OF WATER FROM BOTTOM OF UNIT INTO THE

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ROOT ZONE. WATER RESERVOIR SIZED TO MAINTAIN PLANTS FOR UP TO 4-6 WEEKS, AND

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HAVE A RECESSED, NO-TAMPER WATER INLET PROT. PLANTERS SHALL BE LEAKPROOF, SHALL

AutoCAD SHX Text NOT LEACH SALTS, AND REQUIRE NO ADDITIONAL DRAINAGE. UNITS SHALL HAVE A DECORATIVE

AutoCAD SHX Text ROLLED RIM, INTEGRAL THREADED INSERTS FOR ATTACHING TREE TIE-DOWNS. SIZE SHALL BE

AutoCAD SHX Text 1397 mm DIAMETER BY 914 mm HIGH. COLOR AND TEXTURE SHALL BE APPROVED BY

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CONTRACTING OFFICER, CONTARCTOR TO SUBMT CATALOG CUTS.

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ROOF OVERHANG (TYP)

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ROOF OVERHANG (TYP)

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11 SIM.

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%%UPLANTERS DELETED 06/29/00 (ITEM 1, M. LETTRE)

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SACRAMENTO, CALIFORNIA

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CORPS OF ENGINEERS

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DEPARTMENT OF THE ARMY

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SACRAMENTO DISTRICT

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IN-HOUSE DESIGN

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1325 'J' STREET

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SACRAMENTO, CA 95814-2922

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HILL

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UTAH

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AFRC MUNITIONS HANDLING EQUIPMENT

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MAINTENANCE TRAINING AND STORAGE FACILITY

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FLOOR PLAN

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H NETTEL

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H NETTEL

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J. SAKAHARA

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NORTH

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SCALE: 1 : 100

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LEGEND

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AutoCAD SHX Text 152mm MTL. STUD

AutoCAD SHX Text WALL W/ 92mm SOUND

AutoCAD SHX Text CMU W/ 92mm MTL

AutoCAD SHX Text STUD W/ 92mm BATT

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INSUL. W/ VAPOR

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TYPE'X' GWB

AutoCAD SHX Text BARRIER W/ 16mm

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ATTENUATION BATT

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TYPE'X' GWB

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ATTENUATION BATT

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@ INTERIOR WALLS (TYP)

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TYPE'X' GWB EA. SIDE

AutoCAD SHX Text INSUL. W/ 16mm

AutoCAD SHX Text WALL W/ 92mm SOUND

AutoCAD SHX Text 92mm MTL. STUD

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CABINET

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FIRE EXTINGUISHER

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FEC

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FIRE EXTINGUISHER

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FEB

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BRACKET

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INSUL. W/ VAPOR

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TYPE'X' GWB

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(RM 114, 115, 116, 117)

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SEE SHEETS A3.0 &

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A3.1 FOR SECTIONS

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ONLY

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RFI 27 - PAINT KELLY

MOORE KM-699-L

FEC

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FEB

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FEB

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CA 25

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SACRAMENTO, CALIFORNIA

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CORPS OF ENGINEERS

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DEPARTMENT OF THE ARMY

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SACRAMENTO DISTRICT

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IN-HOUSE DESIGN

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1325 'J' STREET

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SACRAMENTO, CA 95814-2922

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HILL AFB

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UTAH

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MUNITIONS HANDLING EQUIPMENT

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PLUMBING

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DOMESTIC WATER & COMPRESSED

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AIR ENLARGED FLOOR PLAN

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P. SCHMITT

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P. SCHMITT

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E. SWEDBERG

AutoCAD SHX Text /s/ Gary L. Mills

AutoCAD SHX Text Chief, Mech/Elec. Des. Sec.

AutoCAD SHX Text 4 June 99

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H46P10.DWG

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AutoCAD SHX Text 180-25-746

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SCALE: 1:50

AutoCAD SHX Text %%uDOMESTIC WATER & COMPRESSED AIR FLOOR PLAN

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PROVIDED WITH, AS A MIN, 50 MM CLEARANCE BETWEEN THE SLEEVE AND

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4. ALL CW AND CA PIPING THROUGH NON-FIRE RATED WALLS SHALL BE

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8. ALL CA PIPING SHALL BE SLOPED BACK TO THE AIR DRYER

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5. FOR TYPICAL EMERGENCY SHOWER AND EYE WASH, SEE

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2. ALL CW AND CA PIPING, EXCEPT RISER, SHALL BE INSTALLED AND

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ATTACHED TO THE UNDERSIDE OF THE ROOF STRUCTURE.

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AND DRAINS TO ALLOW COMPLETE DRAINAGE OF THE SYSTEM.

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1. ALL CW PIPING SHALL BE SLOPED TO WALL HYDRANTS, WALL FAUCETS,

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3. ALL WALL FAUCET AND WALL HYDRANT PIPE RISERS AND COMBINATIION

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THE PENETRATING PIPE.

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7. FOR TYPICAL PIPE SUPPORT DETAILS, SEE

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6. FOR TYPICAL COMPRESSED AIR OUTLET (AO), SEE

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AutoCAD SHX Text %%uNOTES:

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FOR COMPLETE DRAINAGE OF THE SYSTEM. SEE

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CONDENSATE/DIRT LEG (CDL) LOCATED IN THE MECHANICAL ROOM,

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WH,

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SEE NOTE 3,

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TYP

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20 DN

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SEE

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UNDER COUNTER,

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WALL HUNG,

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SEE

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20 DN

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40 DN

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SEE NOTE 9

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EXTERIOR WALLS OF THE RESTROOMS, SHALL BE INSTALLED ON THE WARM

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9. FOR FREEZE PROTECTION, ALL CW/HW PIPING, LOCATED ALONG THE

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SIDE OF THE BAT INSULATION. FOR INSULATION DETAIL, SEE ARCH.

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150 WATER LINE, FOR

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CONTINUATION, SEE CIVIL

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FOR CONTINUATION,

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150 FIRE RISER LINE,

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SEE FIRE PROTECTION

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[BFP-1], SEE

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TYP

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SEE MECHANICAL

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FOR CONTINUATION,

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[BFP-2]

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SEE NOTE 8

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[AC-1],

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[AD-1],

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SEE NOTE 5

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EQUIPMENT PAD,

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150 MM CONCRETE

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TYP

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SEE

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PAD MOUNTED,

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50 UP

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GATE VALVE,

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TYP

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ON RISER,

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GATE VALVE

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TYP

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SEE NOTE 6,

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AO,

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TYP

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SEE NOTE 8

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[EWH-2],

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[EWH-1],

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[EWH-3],

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NORTH

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NORTH

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REFERENCE

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UNLESS OTHERWISE INDICATED.

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FORMANCE REQUIREMENTS LISTED IN THE

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EQUIPMENT SCHEDULES, AT A SITE ELE-

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NOTE: EQUIPMENT SHALL MEET THE PER-

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VATION OF 1,454 M ABOVE SEA LEVEL,

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MILLIMETERS UNLESS OTHERWISE INDICATED.

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NOTE: ALL DIMENSIONS SHOWN ARE IN

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[PRV-1]

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[WM-1]

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P1.0

FEB

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TOILET PARTITON

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C.T. BASE

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C.T. BASE (TYP.)

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DISPENSER & DISPOSAL

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COMBINATION PAPER TOWEL

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GWB

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MIRROR

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IN-COUNTER LIQUID

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REFILL ACCESS FROM

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SOAP DISPENSERS (TYP.)

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COUNTERTOP

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DISPENSER AND TOILET PAPER

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COMBINATION SEAT COVER

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REFILL ACCESS FROM

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COUNTERTOP

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SOAP DISPENSERS (TYP.)

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IN-COUNTER LIQUID

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C.T. BASE &

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WAINSCOT

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DISPENSER

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MIRROR

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GRAB BAR

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SEE DET. 3/A5.1

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COMBINATION SEAT COVER

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DISPENSER & TOILET PAPER

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W/ SANITARY NAPKIN

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DISPOSAL (WOMEN'S ONLY)

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TOILET PARTITION

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MOP SINK

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MOP RACK

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SEE DET. 7/A5.1

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@ 305 O.C. W/ HARDWOOD

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EDGES

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ADJUSTABLE SHELF

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STANDARDS (TYP) W/

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305 DEEP WOOD SHELVES

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102 MM BACKSPLASH

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DRAWERS (TYP.)

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MEN'S ROOM 110 AND 111

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SCALE: 1: 50

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MEN'S ROOM 111

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JANITOR ROOM 109

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WOMEN'S ROOM 112

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BREAKROOM ROOM

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ENLARGED FLOOR PLAN

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SCALE: 1: 50

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ENLARGED FLOOR PLAN RM #106

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SCALE: 1: 50

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SCALE: 1: 50

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SCALE: 1: 50

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SCALE: 1: 50

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SCALE: 1: 50

AutoCAD SHX Text

ROOMS #109, 110, 111 & 112

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AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text Plot scale:

AutoCAD SHX Text Plot date:

AutoCAD SHX Text File name:

AutoCAD SHX Text Design file no:

AutoCAD SHX Text Drawing Code:

AutoCAD SHX Text

SACRAMENTO, CALIFORNIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DEPARTMENT OF THE ARMY

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Spec No.:

AutoCAD SHX Text number:

AutoCAD SHX Text reference

AutoCAD SHX Text Sheet

AutoCAD SHX Text Rev.

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description

AutoCAD SHX Text Sacramento District

AutoCAD SHX Text US Army Corps

AutoCAD SHX Text of Engineers

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Border Revised 3/9/99, COESHTM2.DWG

AutoCAD SHX Text

SACRAMENTO DISTRICT

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IN-HOUSE DESIGN

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1325 'J' STREET

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SACRAMENTO, CA 95814-2922

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

HILL AFB

AutoCAD SHX Text

UTAH

AutoCAD SHX Text

AFRC MUNITIONS HANDLING EQUIPMENT

AutoCAD SHX Text

MAINTENANCE TRAINING AND STORAGE FACILITY

AutoCAD SHX Text

ENLARGED FLOOR PLANS

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AND ELEVATIONS

AutoCAD SHX Text A4.0

AutoCAD SHX Text Sheet 36 of 102

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H. NETTEL

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OR AQUINO

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J. SAKAHARA

AutoCAD SHX Text /s/ Ralph Buell

AutoCAD SHX Text Chief, Arch. Des. Sec.

AutoCAD SHX Text 4 June 99

AutoCAD SHX Text 180-25-746

AutoCAD SHX Text

AutoCAD SHX Text h46a40.dwg

AutoCAD SHX Text 01/06/99

AutoCAD SHX Text 1:1

AutoCAD SHX Text %%uGRAPHIC SCALE:

AutoCAD SHX Text

AutoCAD SHX Text 1:50

AutoCAD SHX Text

AutoCAD SHX Text 5M

AutoCAD SHX Text

NORTH

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REFERENCE

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NORTH

AutoCAD SHX Text

AutoCAD SHX Text A4.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A4.0

A5.1

VALLEY DETAIL

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FORMED MTL. COVER

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SCALE: 1 : 10

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SCALE: 1 : 5

AutoCAD SHX Text

SEISMIC JOINT

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METAL SIDING

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OUTSIDE CORNER

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HAT CHANNEL OVER

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INSIDE CORNER DETAIL

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SCALE: 1 : 10

AutoCAD SHX Text

SSMR

AutoCAD SHX Text

OUTSIDE CORNER DETAIL

AutoCAD SHX Text

COVER

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SSMR

AutoCAD SHX Text

INSIDE CORNER

AutoCAD SHX Text

SCALE: 1 : 10

AutoCAD SHX Text

METAL SIDING

AutoCAD SHX Text

MTL STUDS

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HAT CHANNEL OVER

AutoCAD SHX Text

SSMR

AutoCAD SHX Text

COVER

AutoCAD SHX Text

MTL STUDS

AutoCAD SHX Text

STANDING SEAM MTL ROOF

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REGLET DETAIL

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SCALE: 1 : 10

AutoCAD SHX Text

CLIP

AutoCAD SHX Text

MTL VALLEY FLASHING

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SCALE: 1 : 10

AutoCAD SHX Text

RIDGE/HIP DETAIL @ ADMIN/MAINTENANCE BAY, TYPICAL

AutoCAD SHX Text

RIDGE CAP

AutoCAD SHX Text

PERFORATED "Z"

AutoCAD SHX Text

SSMR ATTACHMENT CLIP

AutoCAD SHX Text

WATERPROOF SLIP SHEET

AutoCAD SHX Text

STRUCT. MTL. DECK

AutoCAD SHX Text

STRUCT. ROOF SUPPORT

AutoCAD SHX Text

MTL CLOSURE W/ 3/4" TURN-UP @ INSIDE

AutoCAD SHX Text (TYP. ON 13 mm THK ROOF SHEATHING

AutoCAD SHX Text

SSMR

AutoCAD SHX Text

ON STRUCT. MTL. DECK)

AutoCAD SHX Text SIZE: 152 mm WIDE x 610 mm LONG, CENTER ON

AutoCAD SHX Text

FOR VENTING, TYPICAL ALONG RIDGE AND HIP,

AutoCAD SHX Text

OPENING CUT IN STRUCT. MTL. DECK TO ALLOW

AutoCAD SHX Text

RIDGE AND HIP (TYP)

AutoCAD SHX Text

VAPOR BARRIER (TYP)

AutoCAD SHX Text 152mm RIGID INSULATION (TYP)

AutoCAD SHX Text 152mm x 1mm THICK MTL.

AutoCAD SHX Text 13mm TYPE "X" GWB (TYP)

AutoCAD SHX Text HAT CHANNEL @ 610mm O.C. (TYP)

AutoCAD SHX Text 76mm UNISTRUT CHANNEL, AutoCAD SHX Text

OPENING CUT IN STRUCT. MTL. DECK TO ALLOW

AutoCAD SHX Text

FOR VENTING, TYPICAL ALONG RIDGE AND HIP,

AutoCAD SHX Text SIZE: 152 mm WIDE x 610 mm LONG, CENTER ON

AutoCAD SHX Text

RIDGE AND HIP (TYP)

AutoCAD SHX Text

RIDGE CAP

AutoCAD SHX Text

PERFORATED "Z"

AutoCAD SHX Text

MTL CLOSURE W/ 3/4"

AutoCAD SHX Text

SSMR ATTACHMENT CLIP

AutoCAD SHX Text

SSMR

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ON STRUCT. MTL. DECK)

AutoCAD SHX Text

(TYP. ON 38 MM ISO BOARD

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WATERPROOF SLIP SHEET

AutoCAD SHX Text

STRUCT. ROOF SUPPORT

AutoCAD SHX Text

STRUCT. MTL. DECK

AutoCAD SHX Text

ROOF PENETRATION DETAIL (TYP)

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SCALE: 1 : 10

AutoCAD SHX Text

PIPE. FOR SIZE

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MECHANICAL

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AND LOCATION SEE

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CHAULK (TYP)

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FLASHING SHALL BE

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BLACK OR PAINTED

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PIPE FLASHING.

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ONE PIECE FLEXIBLE

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TO MATCH ROOF

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SSTL BAND &

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RECOMMENDATIONS

AutoCAD SHX Text

TO ROOF PER MFR'S

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SEALED AND FASTENED

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FLASHING SHALL BE

AutoCAD SHX Text 76mm UNISTRUT CHANNEL, AutoCAD SHX Text TYPICAL @ 610mm O.C. (TYP)

AutoCAD SHX Text

SCALE: 1 : 10

AutoCAD SHX Text

RAKE DETAIL

AutoCAD SHX Text

STANDING SEAM

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MTL ROOF OVER

AutoCAD SHX Text

MTL. DECK

AutoCAD SHX Text

MTL FASCIA OVER

AutoCAD SHX Text

22 MM HAT

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PERFORATED MTL.

AutoCAD SHX Text

RAKE SUPPORT (TYP)

AutoCAD SHX Text

SSMR (TYPICAL)

AutoCAD SHX Text

RAKE TRIM (TYP)

AutoCAD SHX Text

MTL SHELF DRIP

AutoCAD SHX Text

RIDGE DETAIL @ WAREHOUSE, TYPICAL

AutoCAD SHX Text

SCALE: 1 : 10

AutoCAD SHX Text

SOFFIT PANELS (TYP)

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MTL SHELF DRIP

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OVER 38 MM ISO BOARD

AutoCAD SHX Text

STANDING SEAM MTL ROOF SYSTEM

AutoCAD SHX Text

SSMR (TYPICAL)

AutoCAD SHX Text

MTL FASCIA OVER

AutoCAD SHX Text

22 MM HAT CHANNEL

AutoCAD SHX Text

SSMR WALL COPING FLASHING

AutoCAD SHX Text

INSERT INTO SAW-CUT REGLET

AutoCAD SHX Text

TYP. PER SMACNA

AutoCAD SHX Text

MTL SHELF DRIP

AutoCAD SHX Text

SSMR (TYPICAL)

AutoCAD SHX Text

MTL FASCIA OVER

AutoCAD SHX Text

22 MM HAT CHANNEL

AutoCAD SHX Text

PERFORATED MTL.

AutoCAD SHX Text

SSMR WALL COPING FLASHING

AutoCAD SHX Text

INSERT INTO SAW-CUT REGLET

AutoCAD SHX Text

TYP. PER SMACNA

AutoCAD SHX Text

SCALE: 1 : 10

AutoCAD SHX Text

FLASHING & ROOF EXTENSION

AutoCAD SHX Text 16mm TYPE 'X' GWB (TYP)

AutoCAD SHX Text

SOFFIT PANELS (TYP)

AutoCAD SHX Text

OVER MECH. RM DOOR

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CHANNEL

AutoCAD SHX Text

SOFFIT PANELS (TYP.)

AutoCAD SHX Text

PERFORATED MTL.

AutoCAD SHX Text

TURN-UP @ INSIDE

AutoCAD SHX Text TYPICAL @ 610mm O.C. (TYP)

AutoCAD SHX Text "Z" @ 610mm O.C. (TYP)

AutoCAD SHX Text

TYP. EAVE DETAIL W/ FLASHING

AutoCAD SHX Text

AutoCAD SHX Text A1.2

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

AutoCAD SHX Text A5.2

AutoCAD SHX Text A1.2

AutoCAD SHX Text

SSMR COPING FLASHING @ ROOF

AutoCAD SHX Text

INTERSECTION, TYP. PER ROOF

AutoCAD SHX Text

MANUFACTURER'S DETAILS

AutoCAD SHX Text

W/ SLIP SHEET, OVER MTL DECK, TYP.

AutoCAD SHX Text

ESCUTCHEON PLATE

AutoCAD SHX Text

& CHAULK (TYP)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

RAKE TRIM (TYP)

AutoCAD SHX Text

RAKE SUPPORT (TYP)

AutoCAD SHX Text

SSMR WALL COPING FLASHING

AutoCAD SHX Text

INSERT INTO SAW-CUT REGLET

AutoCAD SHX Text

TYP. PER SMACNA

AutoCAD SHX Text

PERFORATED MTL.

AutoCAD SHX Text

SOFFIT PANELS (TYP)

AutoCAD SHX Text

DELETED

AutoCAD SHX Text

SEE ATTACHMENT 2

AutoCAD SHX Text

SEE ATTACHMENT 2

AutoCAD SHX Text

DELETED

AutoCAD SHX Text

SEE ATTACHMENT 2

AutoCAD SHX Text

DELETED

AutoCAD SHX Text

CHANGED TO ACCEPT

AutoCAD SHX Text

THREE POINT

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

THREE POINT

AutoCAD SHX Text

CHANGED TO ACCEPT

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text Plot scale:

AutoCAD SHX Text Plot date:

AutoCAD SHX Text File name:

AutoCAD SHX Text Design file no:

AutoCAD SHX Text Drawing Code:

AutoCAD SHX Text

SACRAMENTO, CALIFORNIA

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

DEPARTMENT OF THE ARMY

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Designed by:

AutoCAD SHX Text Dwn by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Spec No.:

AutoCAD SHX Text number:

AutoCAD SHX Text reference

AutoCAD SHX Text Sheet

AutoCAD SHX Text Rev.

AutoCAD SHX Text Symbol

AutoCAD SHX Text Description

AutoCAD SHX Text Sacramento District

AutoCAD SHX Text US Army Corps

AutoCAD SHX Text of Engineers

AutoCAD SHX Text Approved

AutoCAD SHX Text Date

AutoCAD SHX Text Border Revised 1/29/99, COESHTM2.DWG

AutoCAD SHX Text

SACRAMENTO DISTRICT

AutoCAD SHX Text

IN-HOUSE DESIGN

AutoCAD SHX Text

1325 'J' STREET

AutoCAD SHX Text

SACRAMENTO, CA 95814-2922

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

HILL

AutoCAD SHX Text

UTAH

AutoCAD SHX Text

AFRC MUNITIONS HANDLING EQUIPMENT

AutoCAD SHX Text

MAINTENANCE TRAINING AND STORAGE FACILITY

AutoCAD SHX Text

ROOF DETAILS

AutoCAD SHX Text A5.2

AutoCAD SHX Text Sheet 39 of 102

AutoCAD SHX Text

H NETTEL

AutoCAD SHX Text

H NETTEL

AutoCAD SHX Text

J. SAKAHARA

AutoCAD SHX Text /s/ Ralph Buell

AutoCAD SHX Text Chief, Arch Des. Sec.

AutoCAD SHX Text 4 June 99

AutoCAD SHX Text 180-25-746

AutoCAD SHX Text

AutoCAD SHX Text h46a52.dwg

AutoCAD SHX Text 01/06/99

AutoCAD SHX Text 1:1

AutoCAD SHX Text %%uGRAPHIC SCALE:

AutoCAD SHX Text 1:10

AutoCAD SHX Text

1000 MM

AutoCAD SHX Text

COPIER

AutoCAD SHX Text E

AutoCAD SHX Text

ENTRY VESTIBULE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

MEN'S ROOM

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

TRAINING ROOM

AutoCAD SHX Text

MAINTENANCE BAY

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

ELEC. ROOM

AutoCAD SHX Text

COMM. ROOM

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 43290

AutoCAD SHX Text

SEISMIC JOINT

AutoCAD SHX Text

AutoCAD SHX Text 38164

AutoCAD SHX Text 15225

AutoCAD SHX Text

EWC

AutoCAD SHX Text

WASHFOUNTAIN

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text

EMERGENCY EYEWASH

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

ELEC. RETRACTING SCREEN

AutoCAD SHX Text

PROJECTOR CLG. MOUNT

AutoCAD SHX Text

6221 RFI #7

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

BOLLARD (TYP)

AutoCAD SHX Text

ACOUSTIC PANEL CLG. (TYP)

AutoCAD SHX Text

GYPBD. CLG. (TYP)

AutoCAD SHX Text

REFRIG., N.I.C.

AutoCAD SHX Text

VEND'G MACHS.

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

STORAGE CABINET

AutoCAD SHX Text

FLAMMABLE LIQUID

AutoCAD SHX Text

SELF-CONTAINED, FREE STANDING PLANTER W/ INTEGRAL AIR- AND WATERTIGHT RESERVOIR.

AutoCAD SHX Text

VACUUM SENSOR SYSTEM TO CONTROL RELEASE OF WATER FROM BOTTOM OF UNIT INTO THE

AutoCAD SHX Text

ROOT ZONE. WATER RESERVOIR SIZED TO MAINTAIN PLANTS FOR UP TO 4-6 WEEKS, AND

AutoCAD SHX Text

HAVE A RECESSED, NO-TAMPER WATER INLET PROT. PLANTERS SHALL BE LEAKPROOF, SHALL

AutoCAD SHX Text NOT LEACH SALTS, AND REQUIRE NO ADDITIONAL DRAINAGE. UNITS SHALL HAVE A DECORATIVE

AutoCAD SHX Text ROLLED RIM, INTEGRAL THREADED INSERTS FOR ATTACHING TREE TIE-DOWNS. SIZE SHALL BE

AutoCAD SHX Text 1397 mm DIAMETER BY 914 mm HIGH. COLOR AND TEXTURE SHALL BE APPROVED BY

AutoCAD SHX Text

CONTRACTING OFFICER, CONTARCTOR TO SUBMT CATALOG CUTS.

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text

ROOF OVERHANG (TYP)

AutoCAD SHX Text

ROOF OVERHANG (TYP)

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

11 SIM.

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text A5.0

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.1

AutoCAD SHX Text

ONE(1) HOUR FIRE RATED

AutoCAD SHX Text

CEILING ASSEMBLY @ THIS

AutoCAD SHX Text

LOCATION.

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.1

AutoCAD SHX Text

1 TYP.

AutoCAD SHX Text A1.1

AutoCAD SHX Text

2 TYP.

AutoCAD SHX Text A5.0

AutoCAD SHX Text

%%UPLANTERS DELETED 06/29/00 (ITEM 1, M. LETTRE)

AutoCAD SHX Text

COPIER

AutoCAD SHX Text E

AutoCAD SHX Text

ENTRY VESTIBULE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CONTROL ROOM

AutoCAD SHX Text

MEN'S ROOM

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

JANITOR

AutoCAD SHX Text

BREAK ROOM

AutoCAD SHX Text

TRAINING ROOM

AutoCAD SHX Text

MAINTENANCE BAY

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

ELEC. ROOM

AutoCAD SHX Text

COMM. ROOM

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 43290

AutoCAD SHX Text

SEISMIC JOINT

AutoCAD SHX Text

AutoCAD SHX Text 38164

AutoCAD SHX Text 15225

AutoCAD SHX Text

EWC

AutoCAD SHX Text

WASHFOUNTAIN

AutoCAD SHX Text

DRINKING FOUNTAIN

AutoCAD SHX Text

EMERGENCY EYEWASH

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

ELEC. RETRACTING SCREEN

AutoCAD SHX Text

PROJECTOR CLG. MOUNT

AutoCAD SHX Text

6221 RFI #7

AutoCAD SHX Text

FEC

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

FEB

AutoCAD SHX Text

BOLLARD (TYP)

AutoCAD SHX Text

ACOUSTIC PANEL CLG. (TYP)

AutoCAD SHX Text

GYPBD. CLG. (TYP)

AutoCAD SHX Text

REFRIG., N.I.C.

AutoCAD SHX Text

VEND'G MACHS.

AutoCAD SHX Text N.I.C.

AutoCAD SHX Text

STORAGE CABINET

AutoCAD SHX Text

FLAMMABLE LIQUID

AutoCAD SHX Text

SELF-CONTAINED, FREE STANDING PLANTER W/ INTEGRAL AIR- AND WATERTIGHT RESERVOIR.

AutoCAD SHX Text

VACUUM SENSOR SYSTEM TO CONTROL RELEASE OF WATER FROM BOTTOM OF UNIT INTO THE

AutoCAD SHX Text

ROOT ZONE. WATER RESERVOIR SIZED TO MAINTAIN PLANTS FOR UP TO 4-6 WEEKS, AND

AutoCAD SHX Text

HAVE A RECESSED, NO-TAMPER WATER INLET PROT. PLANTERS SHALL BE LEAKPROOF, SHALL

AutoCAD SHX Text NOT LEACH SALTS, AND REQUIRE NO ADDITIONAL DRAINAGE. UNITS SHALL HAVE A DECORATIVE

AutoCAD SHX Text ROLLED RIM, INTEGRAL THREADED INSERTS FOR ATTACHING TREE TIE-DOWNS. SIZE SHALL BE

AutoCAD SHX Text 1397 mm DIAMETER BY 914 mm HIGH. COLOR AND TEXTURE SHALL BE APPROVED BY

AutoCAD SHX Text

CONTRACTING OFFICER, CONTARCTOR TO SUBMT CATALOG CUTS.

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.0

AutoCAD SHX Text

ROOF OVERHANG (TYP)

AutoCAD SHX Text

ROOF OVERHANG (TYP)

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text

11 SIM.

AutoCAD SHX Text A1.0

AutoCAD SHX Text A5.1

AutoCAD SHX Text A5.0

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.1

AutoCAD SHX Text

ONE(1) HOUR FIRE RATED

AutoCAD SHX Text

CEILING ASSEMBLY @ THIS

AutoCAD SHX Text

LOCATION.

AutoCAD SHX Text A5.0

AutoCAD SHX Text A1.1

AutoCAD SHX Text

1 TYP.

AutoCAD SHX Text A1.1

AutoCAD SHX Text

2 TYP.

AutoCAD SHX Text A5.0

AutoCAD SHX Text

%%UPLANTERS DELETED 06/29/00 (ITEM 1, M. LETTRE)

GROUT

AutoCAD SHX Text

BOLTS:

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IN COLD FORMED STEEL

AutoCAD SHX Text

IN STRUCTURAL STEEL

AutoCAD SHX Text

1.3 mm AND LIGHTER

AutoCAD SHX Text

1.6 mm AND HEAVIER

AutoCAD SHX Text

LIGHT GAUGE COLD FORMED STEEL:

AutoCAD SHX Text

LH SERIES

AutoCAD SHX Text

K SERIES WEBS

AutoCAD SHX Text

K SERIES CHORDS

AutoCAD SHX Text

OPEN WEB JOISTS:

AutoCAD SHX Text

STEEL DECKING

AutoCAD SHX Text

STRUCTURAL STEEL - ASTM A36

AutoCAD SHX Text

CONCRETE MASONRY UNITS

AutoCAD SHX Text

REINFORCING STEEL - ASTM A615

AutoCAD SHX Text

MORTAR

AutoCAD SHX Text

FOR DEAD LOAD + LIVE LOAD

AutoCAD SHX Text

IN CONCRETE OR CMU (U.O.N.)

AutoCAD SHX Text

FOR COMBINATIONS WITH WIND OR SEISMIC LOADS

AutoCAD SHX Text

STRUCTURAL TUBES - ASTM A500 GRADE B

AutoCAD SHX Text

ALLOWABLE SOIL BEARING PRESSURE:

AutoCAD SHX Text

%%U MASONRY

AutoCAD SHX Text

2. CONCRETE MASONRY UNITS: f'm=10.34 MPa

AutoCAD SHX Text

5. LAY UNITS IN RUNNING BOND, CORNERS SHALL HAVE A STANDARD BOND

AutoCAD SHX Text

BY OVERLAPPING UNITS, UON.

AutoCAD SHX Text

3. MORTAR: TYPE S.

AutoCAD SHX Text

4. GROUT: 13.80 MPa MINIMUM 28 DAY COMPRESSIVE STRENGTH.

AutoCAD SHX Text

6. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXPANSION AND

AutoCAD SHX Text

CONTROL JOINTS.

AutoCAD SHX Text

7. BOND BEAM REINFORCING AT FLOOR AND ROOF LINES SHALL BE

AutoCAD SHX Text

CONTINUOUS THROUGH CONTROL JOINTS.

AutoCAD SHX Text

1. SPECIAL INSPECTION REQUIRED FOR ALL CMU CONSTRUCTION.

AutoCAD SHX Text

8. GROUT CELLS WITH REINFORCEMENT, U.O.N.

AutoCAD SHX Text

WALLS SO AS NOT TO INTERFERE WITH STUD ANCHORS.

AutoCAD SHX Text

2. SEE SHEET C9.2 FOR TYPICAL FOOTING EXCAVATION SECTION.

AutoCAD SHX Text

1. BEAR FOOTINGS ON FIRM COMPACTED SOIL AT LEAST 915 mm

AutoCAD SHX Text

BELOW FINISHED GRADE. FOR TYPICAL DETAILS AND SIZES, SEE

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5. PLACE FOUNDATION CONCRETE ONLY ON CLEAN, FIRM INSPECTED

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6. THE NET ALLOWANCE DESIGN SOIL BEARING CAPACITY IS 144 kPa.

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4. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN STRUCTURAL

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CONCRETE WITHOUT APPROVAL OF THE CONTRACTING OFFICER. SEE

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ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWING FOR LOCATIONS.

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6. CAST SLABS ON GRADE IN LANE PATTERN WITH MINIMUM 48 HOURS BETWEEN

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15. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR

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REVIEW SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED

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3. ALL EXPOSED SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 150 mm

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AND SHALL BE MOISTURE CONDITIONED AS NECESSARY, THEN RE-COMPACTED.

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4. REFER TO SPECIFICATION SECTION 02221 FOR FILLING, BACK FILLING AND

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3. MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c):

AutoCAD SHX Text A. SIDEWALKS, CURBS AND GUTTERS: 21 MPa

AutoCAD SHX Text B. FOUNDATIONS, SLABS ON GRADE FOR ADMIN AREA AND MECH. RM.: 21 MPa

AutoCAD SHX Text C. SLABS ON GRADE FOR MAINT. BAY AND WAREHOUSE: 28 MPa

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5. SLUMP AS PER SPECIFICATIONS.

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2. AGGREGATE SIZE AND GRADATIONS: SEE SPECIFICATIONS.

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ADJACENT PLACINGS.

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%%U CONCRETE

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1. CONCRETE QUALITY: SEE SPECIFICATIONS.

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BEARING MATERIAL.

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UNSTABLE MATERIAL.

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%%U FOUNDATIONS

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SHEET S1.2 AND FOUNDATION PLANS AND SECTIONS.

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ENGINEER.

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3. PIPES: ASTM A53, GRADE B Fy=241 MPa MINIMUM.

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4. STRUCTURAL TUBES: ASTM A500, GRADE B, Fy=317 MPa.

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5. BOLTS IN CONCRETE AND CMU AND PLAIN ANCHORS (UON): ASTM A307.

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6. WELDING RODS: E70 SERIES LOW HYDROGEN.

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7. EXPANSION BOLTS: STUD TYPE WITH A SINGLE PIECE THREE SECTION WEDGE

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AND ZINC PLATED IN ACCORDANCE WITH SPECIFICATIONS AND ASTM B633.

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8. MINIMUM EMBEDMENT OF BOLTS IN MASONRY, GROUT OR CONCRETE: 200 mm

AutoCAD SHX Text WITH A HEAD AT THE EMBEDDED END OR 125 mm WITH A 75 mm HOOK AT

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9. ALL EXTERIOR EXPOSED STRUCTURAL STEEL SHALL BE GALVANIZED PER

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SPECIFICATIONS AND ASTM A123. STEEL SHALL BE HOT DIP GALVANIZED

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AFTER WELDING OF ANCHORS AND ALL OTHER FABRICATIONS.

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EMBEDDED END.

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%%U STRUCTURAL STEEL, BOLTS & WELDS

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1. LATEST AISC CODES AND HANDBOOKS APPLY.

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2. ROLLED SECTIONS AND PLATES: ASTM A36 Fy=248 MPa.

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TO DETAILS OF SIMILAR CONSTRUCTION SHOWN ELSEWHERE ON

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13. DETAILS WHICH ARE NOT SHOWN WILL CONFORM, IN GENERAL,

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ETC. WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER.

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12. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, DUCTS,

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THE CONTRACTOR SHALL VERIFY SIZES, DIMENSIONS AND LOCATIONS

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11. ALL EQUIPMENT ANCHOR BOLTS SHALL BE SET WITH TEMPLATES.

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CONCRETE OR CMU WITHOUT THE APPROVAL OF THE CONTRACTING

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10. DO NOT EMBED ANY ITEMS NOT SHOWN ON PLANS IN STRUCTURAL

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AND EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS.

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AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS

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9. BEFORE PLACING CONCRETE OR CMU, SEE CIVIL, ARCHITECTURAL,

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7. LOADS DUE TO CONSTRUCTION MATERIALS PLACED ON FLOORS OR

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5. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE

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OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD

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4. PROVIDE ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING

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3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON

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2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON

AutoCAD SHX Text A MINIMUM OF 75 mm AWAY FROM THE CENTERLINE OF STUD

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14. LOCATE ALL SLAB CONTROL JOINTS AND CONSTRUCTION JOINTS

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WALLS ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL

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PLACED IN CONCRETE SLABS, DECKS, BEAMS, JOISTS, COLUMNS,

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6. OPENINGS, POCKETS ETC. LARGER THAN 150 mm SHALL NOT BE

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STARTING CONSTRUCTION AND SHALL NOTIFY THE CONTRACTING

AutoCAD SHX Text DRAWINGS CORRESPONDS TO ACTUAL ELEVATION OF 1452.65m

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8. REFERENCE FINISHED FLOOR ELEVATION 0.0 ON STRUCTURAL

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OVER GENERAL NOTES AND TYPICAL DETAILS.

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OF ALL EQUIPMENT ANCHOR BOLTS.

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THE DRAWINGS.

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OFFICER.

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ROOF SHALL NOT EXCEED THE DESIGN LIVE LOAD.

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DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER.

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AS SHOWN ON CIVIL DRAWINGS.

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STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.

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THE STRUCTURAL DRAWINGS.

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OFFICER IMMEDIATELY OF ANY…

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File details come from the government source that posted it. Updated Oct 21, 2026.