DYNAMIC PROTOTYPE DEVELOPMENT CIVIL ENGINEER SQUADRON - EXPLOSIVE ORDNANCE DISPOSAL

Similar documents
DYNAMIC PROTOTYPE DEVELOPMENT RPA GENERAL MAINTENANCE HANGAR DRAWING LIST

DRAWING LIST GENERAL NOTES CIVIL ENGINEER AIR FORCE CENTER COVER SHEET PRE - FINAL MAY 2018 C-1 NOT FOR CONSTRUCTION

AIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY

DESIGN DEVELOPMENT PRELIMINARY - NOT FOR CONSTRUCTION THE LANDING AT WILLIAMSBURG. Phase 1 - October January 2019 A00.11

FP-000 FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 1. Infrastructure Criteria Package - Drawings. Pinellas County Jail Phase I

KEYNOTES: SEE CHART CONTINUOUS APOXY SEALANT ALL AROUND LOOSE STRAP MASONARY ANCHOR STEEL FRAME GROUTED SOLID 7 5/8" SEE FRAME ELEVATION

A302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION

EXAMPLE 87.5" APPROVAL SHEET APPROVED BY /150HP DUAL VFD CONTROL ASSEMBLY CUSTOMER NAME: CAL POLY SLO FINISH: F 20

JEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS

TRUE NORTH PLATFORM NORTH CABLE FREE ZONE

DES MOINES SOCIAL CLUB

CEDAR ISLAND / KEATON BEACH TAYLOR COUNTY, FLORIDA POST-HURRICANE HERMINE EXAMINATION SURVEY FY16 4-FOOT PROJECT

Full Review Condominium

BAYVIEW SENIOR CITIZENS CENTER

SURFACE RACEWAY CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN HOME RUN WIRING NOTES KEYNOTES JUNCTION BOX SCHEDULE H (INCHES) W (INCHES) (INCHES) 4

BUILDING & ZONING: VILLAGE OF SILVERTON WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513)

Amphenol Canada Corp.

GENERAL NOTES N PLUMBING (PLUMBING IS UNDER SEPARATE PERMIT) GENERAL BUILDING CODE NOTES

DETAIL B DETAIL A 7 8 APPLY PRODUCT ID LABEL SB838XXXX ADJ FOUR POST RACK SQUARE HOLE RAIL B REVISION

ISSUES/REVISION DATE HOUSE HOUSE G.C.= 1898 SF + - FUTURE GARAGE = 336 SF + - TOTAL G.C.= 2234 SF + - TOTAL HABITABLE SPACE = 3514 SF ' SETBACK

SCONNECTDISCONNECT SWITCH, SIZE/POLES/FUSE/ENCLOSURE TYPE IF OTHER THAN NEMA 1. AFF/AFG/ARF

LYNN TER. Subject Property. Location Map. Project: Del Sur Address: Excelsior Blvd ± This map is for illustrative purposes only.

IWW - JACKSONVILLE TO MIAMI IWW CUT DA-9 AND BAKERS HAULOVER INLET DADE COUNTY, FLORIDA HYDRO EXAM SURVEY FY17

PONCE HARBOR PONCE, PUERTO RICO HYDROGRAPHIC EXAMINATION SURVEY FY17 36-FOOT PROJECT PONCE CARIBBEAN SEA M AP LEGEND

24CKT POLARIZATION OPTIONS SHOWN BELOW ARE REPRESENTATIVE FOR 16 AND 20CKT

COVERSHEET & DRAWING LIST

TRILLIUM HOSPITAL ADMINISTRATION BUILDING

STATE LOCATION MAP VICINITY LOCATION MAP PROJECT DESCRIPTION AND GENERAL NOTES

135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX

ABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS.

A301 A301 A402 A201 A402 EHU STUDIO - TYPE B UNIT G15 88' - 0" A205 ELEV. EQUIP G14 CAR WASH EQUIPMENT 16 A573 CLUB ELEVATOR 1 WS0 25 VAN 88' - 0"

624' - 0" 2 A ' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"

Prospective Bidders. Wold Architects and Engineers

SHUL OF STRUTURL SPIL INSPTIONS. SPIL INSPTIONS / TSTING - SPIL STRUTURL INSPTION SHLL NOT RLIV TH OWNR OR THIR GNT FROM RQUSTING TH JURISITION UILING

EE1000 Project 4 Digital Volt Meter

BASIC CAGE DETAILS D C SHOWN CLOSED TOP SPRING FINGERS INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY

CONSTRUCTION DOCUMENTS

BLOCK 5 CONSTRUCTION SET - 08/25/2015

, each of which is a tree, and whose roots r 1. , respectively, are children of r. Data Structures & File Management

COLLEGE OF NURSING EXTERIOR A

METROPOLITAN WASHINGTON AIRPORTS AUTHORITY

COMPOSITE STEEL BEAMS

RAMS C, 16 GA SLITTER 23

Delano Public Schools New Delano Intermediate School

B.M. WILLIAMS PRIMARY SCHOOL ADDITION/ RENOVATION

'20" 7.50 M 7.4 PROPOSED RESIDENTIAL BUILDING 4 STOREY- 32 UNITS T. O. F. MAIN FLOOR 8.40 M '-9 1/8" 90 08'30" A401 1

LIVING/DINING 23'-6" x 13'-1" W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6" x 13'-1" ROOF TOP TERRACE AREA SQ. FT.

ROOM NAME A2.0 A1.10 3'-8" UNIT 2A PROVIDE PERFORATED AND SLEEVED PIPE FOR CONNECTION TO FUTURE RADON MITIGATION SYSTEM. UNIT 1A UNIT 1A 104

A NORTH PATIO 100 3'-6" COUNTER, TYP 22'-0" HALL AE402 1'-6" 2'-6" 20'-0" 8'-0" 9'-0" PRO SHOP WALL AE402 D5 MIRR AE402 WOMEN 105 MEN 104 AE402

Appendices. APPENDIX A Site and Floor Plans

COVERED APRON F11 J 146 CORR 7 PENDANT CORR PENDANT CORR 8 J 14 PENDANT CORR 9

AVALON NEWCASTLE BUILDINGS 5B, 5C, 5D & 5E BUILDING PERMIT 2/12/2016 G-000 CODE ALTERNATES

ARLINGTON INDEPENDENT SCHOOL DISTRICT 1203 W. Pioneer Parkway Arlington, Texas ADDENDUM

AVALON NEWCASTLE BUILDINGS 2A, 2B, 2C, 2D, 2E, 2F & 2G PERMIT REVISION 12/21/2015

Outline. Computer Science 331. Computation of Min-Cost Spanning Trees. Costs of Spanning Trees in Weighted Graphs

TCI SERIES, 3 CELL THE COOLING TOWER CO., L.C. TCI 3 CELL SERIES GA

STEEL BEAM CHANNEL ANGLE SQUARE OR RECTANGULAR HOLLOW SECTION CIRCULAR HOLLOW SECTION, PIPE CITY OF GAINESVILLE/ GAINESVILLE REGIONAL UTILITIES

7. WIND LOADS PER UFC TABLE E-1


VEHICLE PROCESSING FACILITY for PHILADELPHIA REGIONAL PORT AUTHORITY. Kitty Hawk Avenue

S-1 DOLLAR GENERAL FOUNDATION PLAN GENERAL NOTES FOOTING SCHEDULE DELMAR DR. & SCHOOL LANE FOLCROFT, PA A.1 WALL FOOTING SCHEDULE

NEW RESIDENCE HALL I-001 FINISH LEGEND ABBREVIATIONS GENERAL FINISH NOTES

LONG LEG BACK TO BACK AB ANCHOR BOLT A/E ARCHITECT/ENGINEER DEAD LOAD LONG LEG HORIZONTAL ABAN ABANDON DOUG FIR DOUGLAS FIR ABBRV ABBREVIATION

SEASHORE LEARNING CENTER

Using the Printable Sticker Function. Using the Edit Screen. Computer. Tablet. ScanNCutCanvas

GORDON COUNTY AGRICULTURAL SERVICE CENTER PROJECT INFORMATION PROJECT NAME GORDON COUNTY OWNER GORDON COUNTY 201 NORTH WALL STREET CALHOUN, GA 30701

REPORT FORM PPL(H) Type Rating: Rotor stop: Type Rating:

CS 5500 LOBBY CASH DISPENSER STANDARD AND FULL HEIGHT - FRONT LOAD

Outline. 1 Introduction. 2 Min-Cost Spanning Trees. 4 Example

(PP/2-1)x S(PP) SIGNAL CONTACTS 0.50 FRONT POLARIZATION KEY SEE TABLE DIM A ( 10.00) D D

ADDENDUM 002. general

JOSHUA SADOWSKI (Metro)

(2) If we multiplied a row of B by λ, then the value is also multiplied by λ(here lambda could be 0). namely

ROSEMOUNT 3051SAM SCALABLE PRESSURE TRANSMITTER COPLANAR FLANGE PROCESS CONNECTION

STRUCTURAL ENGINEER ARTISAN ENGINEERING 120 GRAHAM WAY, SUITE 124 SHELBURNE, VERMONT PHONE:

MR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE

NEW MEXICO STATE UNIVERSITY HOUSING RENOVATIONS. PACKAGE 2 (95% Construction Docs)

6202R. between SKY and GROUND. Statement sidewalk

C-201 Sheet Bar Measures 1 inch

BASIC CAGE DETAILS SHOWN 3D MODEL: PSM ASY INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SPRING FINGERS CLOSED TOP

P001 FLOW TEST DATA PLUMBING MATERIALS AND NOTES 2018 NORTH CAROLINA ENERGY CONSERVATION CODE COMMISSIONING NOTE NCECC C408

Present state Next state Q + M N

A-104 REFLECTED CEILING PLAN - FIRST FLOOR HOUSING RENOVATIONS

ABBREVIATIONS - ARCHITECTURE

160 SSC Variable Speed Drive (Series C)

FOR LEASE: OFFICE, LAB, RESEARCH. 20,000 SF Floor Plates Available in Milwaukee s World Water Hub

Module graph.py. 1 Introduction. 2 Graph basics. 3 Module graph.py. 3.1 Objects. CS 231 Naomi Nishimura

CRABTREE ROHRBAUGH & ASSOCIATES - ARCHITECTS

IMAGE UPGRADE BUILDING 545 PN: % BID DOCUMENTS SEPTEMBER 19, Project Team. Signatures EXCHANGE VICINITY MAP BASE MAP

PACKAGE 2 (50% Construction Docs) RHODES GARRETT HAMIEL HALL (79, 80,185) FOR LAS CRUCES ACADEMIC CAMPUS LAS CRUCES, NEW MEXICO KEY PLAN

STRUCTURAL GENERAL NOTES

G.3 G EW01 P09 P05 EW01 P01 P01 P P05 P01 EW01 P02 EW01 P01 P01 EW01 EW03 EW01 EW01 EW03 EW01 EW03 P01 P03 CONSULTANT:

VIRGINIA BEACH SPEC OPS FORENSICS / EVIDENCE STORAGE

B.M. WILLIAMS PRIMARY SCHOOL ADDITION

Schick CDR consumables catalogue

OPTYMA TM Control AK-RC 103 (4 HP) Schematy elektryczne

12 - M G P L Z - M9BW. Port type. Bore size ø12, ø16 20/25/32/40/50/ MPa 10 C to 60 C (With no condensation) 50 to 400 mm/s +1.

LEE ARCHITECTS/ INTERIOR DESIGNERS 2525 S. WADSWORTH BOULEVARD SUITE #21 DENVER, COLORADO PHONE: 303/ FAX:

OWNER: EDWARD DOHERTY ARCHITECT: KHALSA DESIGN INC. 17 IVALOO STREET SOMERVILLE, MA T F

Footing Schedule (2500 PSF) Type Mark Width Length Thickness Reinforcing

Transcription:

1 US RMY ORPS O NGINRS MOIL ISTRIT GNRL NOTS 1. US THS OUMNTS IN ONJUTION WITH TH SIGN GUI N PROGRMMING MTRIX SHT. IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL NY, ONUS T: MRH 2016 OVR SHT IR OR IVIL NGINR NTR URNS & McONNLL 9400 WR PRKWY S INIT IR OR IVIL NGINR NTR YNMI PROTOTYP VLOPMNT IVIL NGINR SQURON - XPLOSIV ORNN ISPOSL RWING LIST NUMR NM -1 OVR SHT -1 MOULS -2 MOULS -3 MOULS -4 PROO O ONPT 1 (PO 1) -5 PROO O ONPT 2 (PO) 2 NOTIONL MSSING SHT NUMR -1 NOT OR ONSTRUTION

US RMY ORPS O NGINRS MOIL ISTRIT 1 2 3 1 2 1 2 3 MOUL : MINISTRTION MINISTRTION OPN OI LIGHT OMMNR LIGHT HI TOTL R O MOUL = 2,380 NT S *NOT: YLIGHTING PR U 1-200-02 TOTL R O MOUL = 1,125 NT S *NOT: YLIGHTING PR U 1-200-02 MOUL : TRINING TRINING ROOM 1 2 3 VHIL MINTNN/ TOTL R O MOUL = 3,240 NT S SUR STORG G STORG *NOT: YLIGHTING PR U 1-200-02 MOILITY S STORG MOUL : VHIL MINTNN / SUR STORG 3 IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL MRH 2016 T: S INIT URNS & McONNLL 9400 WR PRKWY IR OR IVIL NGINR NTR NY, ONUS MOULS SHT NUMR -1 NOT OR ONSTRUTION

US RMY ORPS O NGINRS MOIL ISTRIT 1 2 MRGNY RSPONS/ MOILITY INIVIUL QUIPMNT STORG TOTL R O MOUL = 1,200 NT S *NOT: YLIGHTING PR U 1-200-02 MOUL : MOILITY GR STORG 1 2 LSSII STORG PRIMRY WPONS VULT TOTL R O MOUL = 300 NT S *NOT: YLIGHTING PR U 1-200-02 MOUL : STORG OPRTIONS ONTROL NTR TOTL R O MOUL = 240 NT S *NOT: YLIGHTING PR U 1-200-02 MOUL : OPRTIONS ONTROL IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL MRH 2016 T: S INIT URNS & McONNLL 9400 WR PRKWY IR OR IVIL NGINR NTR NY, ONUS MOULS SHT NUMR -2 NOT OR ONSTRUTION

US RMY ORPS O NGINRS MOIL ISTRIT G1 G3 I3 I2 G2 G4 H2 I4 G5 H3 H1 I1 G1 G2 G3 G4 G5 PHYSIL ITNSS HZMT PHRMY RY ROOM LUNRY IRULTION TOTL R O MOUL = 1,200 NT S *NOT: YLIGHTING PR U 1-200-02 **IRULTION IS NOT INLU OR MOUL NT S MOUL G: MINISTRTIV SUPPORT H1 MN'S TOILT /SHOWR H2 WOMN'S TOILT /SHOWR H3 JNITOR TOTL R O MOUL = 965 NT S MOUL H: TOILT, SHOWR, JNITOR I1 I2 I3 I4 MHNIL LTRIL IT/ OMM IR PUMP TOTL R O MOUL = 520 NT S R IS NOT INLU IN PO NT SQ OOTG TOTL *UILING SUPPORT RS R STIMTS ONLY. TUL SIZ IS PNNT ON RQUIRMNTS OR LIMT ZON, LOTION, SYSTMS, T. MOUL I: UILING SUPPORT IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL MRH 2016 T: S INIT URNS & McONNLL 9400 WR PRKWY IR OR IVIL NGINR NTR NY, ONUS MOULS SHT NUMR -3 NOT OR ONSTRUTION

OUPNY TYPS -MINISTRTION -MR. RSPONS/ MOILITY IN. QUIP. STORG G-MINISTRTIV SUPPORT IRULTION UILING NOTS 1. THIS PROO O ONPT LYOUT ILLUSTRTS ON POSSIL SNRIO O RRNGMNT O INIVIUL MOULS N IS NOT INTN TO INL SOLUTION WHIH WILL TRMIN PR PROJT SPIIS. US RMY ORPS O NGINRS MOIL ISTRIT -TRINING -VHIL MINTNN/STORG -STORG -OPRTIONS ONTROL H-TOILT, SHOWR, JNITOR I-UILING SUPPORT 2. (*) IMNSIONS HV N PROVI OR RRN ONLY. INL SP RS, ONIGURTIONS, LYOUTS, N SIZS SHLL Y TH SIGN UILR IN OMPLIN WITH ILITIS RITRI, SIGN UIL GUI, SUPPLMNTL RP N UTHORIZ PROGRMMING SHT. 60'-0" MINTNN N SUR STORG / VHIL STORG Y PROO O ONPT (PO) 1 76'-0" LSSII G STORG STORG PRIMRY WPONS VULT MOILITY/ S STORG NT SQ OOTG: 10,650 S LUNRY MRGNY RSPONS/ MOILITY INIVIUL QUIPMNT STORG LIGHT HI 205'-0" PHYSIL ITNSS ROOM HZMT PHRMY RY ROOM ORRIOR VSTIUL O OPRTIONS ONTROL NTR 129'-0" TRINING ROOM MINISTRTION OPN OI WOMN'S SHOWR WOMNS JN PHYSIL ITNSS ROOM MN'S SHOWR IT/OMM MH O LIGHT OMMNR MNS L IR PUMP 66'-0" IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL MRH 2016 T: S INIT URNS & McONNLL 9400 WR PRKWY IR OR IVIL NGINR NTR NY, ONUS PROO O ONPT 1 (PO 1) SHT NUMR -4 NOT OR ONSTRUTION

OUPNY TYPS -MINISTRTION -TRINING -VHIL MINTNN/STORG -MR. RSPONS/ MOILITY IN. QUIP. STORG -OPRTIONS ONTROL G-MINISTRTIV SUPPORT H-TOILT, SHOWR, JNITOR I-UILING SUPPORT MNS L IT/OMM IR PUMP MHNIL UILING NOTS 1. THIS PROO O ONPT LYOUT ILLUSTRTS ON POSSIL SNRIO O RRNGMNT O INIVIUL MOULS N IS NOT INTN TO INL SOLUTION WHIH WILL TRMIN PR PROJT SPIIS. 2. (*) IMNSIONS HV N PROVI OR RRN ONLY. INL SP RS, ONIGURTIONS, LYOUTS, N SIZS SHLL Y TH SIGN UILR IN OMPLIN WITH ILITIS RITRI, SIGN UIL GUI, SUPPLMNTL RP N UTHORIZ PROGRMMING SHT. US RMY ORPS O NGINRS MOIL ISTRIT -STORG PROO O ONPT (PO) 2 IRULTION MINTNN N SUR STORG / VHIL STORG Y NT SQ OOTG: 10,650 S G STORG MOILITY/ S STORG PHYSIL ITNSS ROOM LSSII STORG PRIMRY WPONS VULT MRGNY RSPONS/ MOILITY INIVIUL QUIPMNT STORG WOMNS RY ROOM JN HZMT PHRMY LUNRY LIGHT HI OPRTIONS ONTROL NTR TRINING ROOM VSTIUL MINISTRTION OPN OI LIGHT OMMNR IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL MRH 2016 T: S INIT URNS & McONNLL 9400 WR PRKWY IR OR IVIL NGINR NTR NY, ONUS PROO O ONPT 2 (PO) 2 SHT NUMR -5 NOT OR ONSTRUTION