BID OPTION FOR: MUNITIONS MAINTENANCE FACILITY AND …

US Army Corpsof Engineers®

MOBILE DISTRICT109 SAINT JOSEPH STREET MOBILE, AL 36602

BID OPTION FOR:MUNITIONS MAINTENANCE FACILITY AND IGLOOS.

EGLIN AIR FOCE BASE, FLORIDAMOBILE DISTRICT PROJECT CODE : MHF20006 RFP NUMBER : W9127821R0048

JUNE 2021

CONSTRUCTION OF MUNITIONS MAINTENANCE FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES AND UFC-4-010-05 SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND CONSTRUCTION.

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GENERAL ABBREVIATIONS

AFF ALUM APPROX BLDG BOTT BRG CIP CJ CL CMU CP COL COORD CONC CONT DIA DIAG DIM EA ELEV EF EJ EQ E.W. k�T

OR EXISTFTG FV GALV HD HT INT ID LLH LLV MIN MANF NTS O.C.OD OH R REINF REQ'D SF SHT SIM SOG STIFF TYP UON VIF WWF WWR WI WP

ABOVE FINISHED FLOOR ALUMINUM APPROXIMATELY BUILDING BOTTOM BEARING CAST-IN-PLACE CONTROL JOINT CENTER LINE CONCRETE MASONRY UNIT CENTER POINT COLUMN COORDINATE CONCRETE CONTINUE, CONTINUOUS DIAMETER DIAGONAL DIMENSION EACH ELEVATION EACH FACE EXPANSION JOINT EQUAL EACH WAY EXISTING EXTERIOR FOOTING FIELD VERIFY GALVANIZED HEADED HEIGHT INTERIOR INSIDE DIAMETER LONG-LEG HORIZONTAL LONG-LEG VERTICAL MINIMUM MANUFACTURER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND RADIUS REINFORCEMENT REQUIRED SQUARE FEET SHEET SIMILAR SLAB-ON-GRADE STIFFENER TYPICAL UNLESS OTHERWISE NOTED VERIFY IN FIELD WELDED WIRE FABRIC WELDED WIRE REINFORCEMENT WITH WORKING POINT

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*** SAFETY FIRST***

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REFERENCE NO.

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A-104 A-104

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DRAWING SYMBOLS

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A-101 A-501

SHEET WHERE /ELEVATION IS TAKEN

'SHEET WHEREELEVATION IS DRAWN

SHEET WHERE/ --DETAIL IS TAKEN

'SHEET WHEREDETAIL IS DRAWN

ELEVATION REFERENCE

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CUTTING PLANE

REFERENCE NO.

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SECTION CUT

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

DETAIL REFERENCE

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1.0 DESIGN CRITERIA:

A. BUILDING CODES AND SPECIFICATIONS:

1. INTERNATIONAL BUILDING CODE 2018 (IBC) AS MODIFIED BY UFC 1-200-012. AMERICAN CONCRETE INSTITUTE (ACI 318)3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 15th ED.)4. AMERICAN WELDING SOCIETY, A.W.S.

B. LIVE LOADS

ROOF---------------------100 PSF FLOOR--------------------500 PSF

SNOW LOAD:

GROUND SNOW LOAD (Pg) = 0 PSF IMPORTANCE FACTOR (I) = 1.2 EXPOSURE CATEGORY (Ce) = 1.0 THERMAL CATEGORY (Ct) = 1.0

C. WIND LOAD:

BASIC WIND SPEED: 154 MPH (135 MPH (ASD) IMPORTANCE FACTOR (1): 1.15 EXPOSURE CATEGORY: C ENCLOSURE CLASSIFICATION: ENCLOSED

D. EARTHQUAKE:

OCCUPANCY CATEGORY=III le= 1.25 Ss= 0.075 Sds= 0.08 S1 = 0.053 Sd1 = 0.085 SITE CLASS: B BASIC SEISMIC-FORCE RESISTING SYSTEM=

INTERMEDIATE PRECAST SHEAR WALLS, R = 4 SEISMIC DESIGN CATEGORY= B ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

E. SOILS

SOIL DENSITY (Y): 120 PCF ANGLE OF INTERNAL FRICTION OF THE SOIL (Cl>) : 30 DEGREES EQUIVALENT FLUID PRESSURE (EFP) : 60 PSF PER FOOT OF DEPTH

2.0 GENERAL

2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT IN-PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING CONSTRUCTION LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS NOTED ABOVE.

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2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.

2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.

2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF. SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS, DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTION) FOR ACTUAL FINISHED FLOOR ELEVATIONS (F.F.E.) FOR ALL BUILDINGS. ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 100'-0", U.O.N.

2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING.

2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL WORK, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.

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*** SAFETY FIRST***

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3.0 FOUNDATIONS

3.1 SEE CIVIL DRAWINGS AND SPECIFICATIONS (PART OF SITE ADAPTION) FOR EARTHWORK PREPARATION OF FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING SOILS BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER EXCAVATION AND REMOVAL OF UNSUITABLE MATERIALS.

3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 3000 PSF .

3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 120 PCF

3.4 ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE TO ENSURE THEIR COMPLIANCE WITH THE PRESSURES NOTE ABOVE.

3.5 ALL FOOTINGS SHALL PROJECT AT LEAST 1'-6" INTO UNDISTURBED NATURAL SOIL OR COMPACTED ENGINEERED FILL HAVING A SOIL BEARING PRESSURE THAT MEETS OR EXCEEDS THAT SPECIFIED ABOVE.

3.6 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.

3.7 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS SUBJECTED TO WATER.

4.0 CONCRETE

4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS:

ACI 301---------------"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 315---------------"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 31 '.: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, U.O.N. ALL CONCRETE SHALL CONFORM TO ASTM C94.

4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO ASTM A615 GRADE 60 U.O.N.

4.4 WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. MINIMUM LAP AND EMBEDMENT TO BE THE GREATER OF ONE CROSS WIRE SPACING PLUS 2" OR 6", WHICHEVER IS GREATER.

4.5 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN ANY MANNER U.O.N. IN CONSTRUCTION DOCUMENTS.

4.6 REINFORCING SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES, U.O.N.

4.7 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.O.N.:

CONCRETE CAST AGAINST EARTH: ...................................... 3 INCHES FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 BAR AND LARGER. ............................................ 2 INCHES NO. 5 BAR AND SMALLER. .................................... 1 1/2 INCHES

CONCRETE NOT EXPOSED TO WEATHER: SLABS, WALLS, JOISTS ............................................... 1 INCHES BEAMS AND COLUMNS ......................................... 1 1/2 INCHES SLAB ON GRADE. ...................................... MID-DEPTH OF SLAB

4.8 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE LEG LENGTH EQUIVALENT TO CLASS "A" TENSION LAP SPLICE U.O.N.

4.9 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.

4.10 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS (POURED TO THEIR FULL DEPTHS IN ONE OPERATION). ANY STOP IN CONCRETE WORK SHALL BE BULKHEAD AND KEYED, U.O.N.

4.11 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE MATERIAL. BARS WITH WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.

4.12 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT DISCONTINUOUS THROUGH ALL CONTROL JOINTS, U.O.N ..

4.13 A CLASS C FINISH IS REQUIRED FOR EXPOSED FORMED SURFACES OF PRECAST PANELS. A CLASS D FINISH IS REQUIRED FOR SURFACES WHICH WILL BE BELOW GRADE OR NOT EXPOSED TO VIEW AFTER FINAL ASSEMBLY.

4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION FOR SLAB ON GRADE WORK.

5.0 STRUCTURAL STEEL

5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."

5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:

W SHAPES ............................................................................ ASTM A36 STEEL CHANNELS, ANGLES, PLATES AND BARS: ......... ASTM A36 RECTANGULAR, SQUARE, AND ROUND HSS .................. ASTM A500, GRADE B STEEL PIPE (HSS) ............................................................... ASTM A53, GRADE B

THE DOORS SHALL NOT BE FABRICATED FROM DUAL GRADED ASTM A36 AND ASTM A572 GRADE 50 STRUCTURAL STEEL PLATES. THE YIELD STRESS (FY) OF ALL STRUCTURAL STEEL PLATES USED IN THE DOORS SHALL BE LESS THAN 50 KSI. TO ENSURE SATISFACTION OF THIS REQUIREMENT, THE DOOR FABRICATOR SHALL SUBMIT CERTIFIED MANUFACTURER'S MILL REPORTS FOR ALL STRUCTURAL STEEL PLATES USED IN THE DOORS.

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5.3 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:

ANCHOR BOLTS ................................. ASTM 307 THREADED RODS .............................. ASTM A36 HEADED STUDS ................................. ASTM A108, GRADES 1015 TO 1020 (60 KSI TENSILE STRENGTH)

5.4 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ALL BOLTS SHALL BE 3/4" DIAMETER UNLESS OTHERWISE NOTED.

5.5 WELDED CONNECTIONS SHALL CONFORM TO AWS D1 .1 "STRUCTURAL WELDING CODE-STEEL". MINIMUM SIZE FILLET WELDS SHALL BE 3/16" UNLESS OTHERWISE NOTED AND ELECTRODES SHALL BE E70xx. WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.

5.6 UNLESS SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, ALL FRAMED BEAM CONNECTIONS SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER EMPLOYED BY THE FABRICATOR. STANDARD BEAM CONNECTIONS (NON-COMPOSITE) SHALL BE DESIGNED BASED ON A REACTION EQUAL TO ONE-HALF THE MAXIMUM TOTAL UNIFORM LOAD CAPACITY FROM AISC'S "MAXIMUM TOTAL UNIFORM LOAD" TABLE MULTIPLIED BY A FACTOR OF 1.2, UNLESS REACTIONS ARE SHOWN ON STRUCTURAL DRAWINGS. MINIMUM REACTION TO DESIGN FOR SHALL BE (12.0 KIPS).

5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED, UON. MEMBERS NOT REQUIRED FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD PRIMER PAINT. DO NOT PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED SHEAR STUDS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL BELOW GRADE AND PAINT WITH 2 COATS OF COAL TAR EPOXY. EPOXY SHALL MEET THE REQUIREMENTS OF PAINT SPECIFICATION SSPC-PAINT 16.

5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 3/8" THICK, UNLESS OTHERWISE NOTED.

5.9 DOOR AND DOOR FRAME SHALL RECEIVE A SHOP APPLIED THREE PART COATING SYSTEM PER SPECIFICATION 09 97 13.00 40.

6.0 STRUCTURAL PRECAST CONCRETE

6.1 ALL PRECAST ELEMENTS NOT DETAILED ON DRAWINGS SHALL BE DESIGNED FOR THE SPAN AND CONCRETE AND CONSTRUCTION LOADING CONDITIONS SHOWN ON THE DRAWINGS BY A LICENSED STRUCTURAL ENGINEER. ALL DESIGN CALCULATIONS, INCLUDING THE DESIGN OF ALL STRUCTURAL ELEMENTS AND LIFTING POINTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO THE START OF FABRICATION.

6.2 THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DISCIPLINES AS THEY EFFECT THE PRECAST ELEMENTS.

6.3 THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER.

6.4 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT DAYS OF 4000 PSI.

6.5 ALL GROUT SHALL BE NON-SHRINK, NON-METALLIC WITH F'c = 5000 PSI.

7.0 LIGHTNING PROTECTION SYSTEM (LPS)

7.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, PRECAST WALLS AND ROOF PANELS, LOUVERS, VENTILATORS, DOORS AND DOOR FRAME, SHALL BE MADE ELECTRICALLY CONTINUOUS BY BONDING (CLIPPING, BRAZING OR WELDING) AT 5 LINEAR FEET INTERVALS. ELECTRICAL CONTINUITY SHALL BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO FOUNDATION PEDESTALS AND PRECAST ROOF PANELS, AND BETWEEN PRECAST WALLS AND CONCRETE PEDESTAL FOOTING SHALL BE PROVIDED DURING CONSTRUCTION. ACCEPTABLE CONTINUITY METHODS ARE REINFORCING BARS (MINIMUM OVERLAP SHALL BE 20 BAR DIAMETERS), COPPER STRAPS, ETC. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.

STRUCTURAL DESIGNATION 17-BAR} NOTES·

1. ANY DEVIATION FROM THE STANDARD APPROVED DESIGN DRAWINGS FOR THE CONCRETEHEADWALL, STEEL DOOR, CONCRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTENAPPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB)MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAYSEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.

2. IF CONSTRUCTED PER THESE DRAWINGS, FACILITY MEETS BLAST-RESISTANT DESIGNCRITERIA FOR A 7-BAR STRUCTURAL DESIGNATION PER DOD 6055.09-M. THIS DESIGNATIONIN NO WAY IMPLIES VALIDATION OF THE DESIGN AGAINST OTHER LOAD CASES.

1. THIS STANDARD DESIGN DRAWING DATED JUNE 2013; STD 421-80-08 SHEETS 1-26,UPDATE AND SUPERSEDE THE STANDARD DESIGN MUNITIONS STORAGE MODULE BUILDING,HILL AIR FORCE BASE, UTAH, PROJECT NOS. KRSM 003013, 033005, AND 033004.

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FORMWORK

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PLANT CERTIFICATION/QUALITY CONTROL PROCEDURES MIX DESIGN

MATERICAL CERTIFICATION REINFORCEMENT INSTALLATION

CONNECTIONS/EMBEDDED ITEMS

CONCRETE PLACEMENT

SAMPLING AND TESTING CURING AND PROTECTION

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FABRICATOR CERTIFICATION/QUALITY CONTROL PROCEDURES

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SPECIAL ITEMS RELATED TO THE OTHER

EXPLOSIVES SAFETY RELATED ITEMS

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ECM GROUNDNG

GROUNDING SYSTEM

INDIVIDUAL BONDS

LPS COMPONENTS

LPS TESTING

EARTH COVER

DOOR LAPS

1 INSPECTION INTERVALS ARE AS FOLLOWS:

*** SAFETY FIRST***

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SPECIAL INSPECTION SCHEDULENERIFICATION EXTENT OF

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REFERENCE

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AWS D1 .4, ACI 318:3.5.2

ACI 318: 5.9, 5.10

ASTM C 172 ASTM C 31

ACI 318: 5.6, 5.8

ACI 318: 5.11-5.13

ACI 318:6.1.1

ACI 318: 5.9, 5.10

ACI 318: Ch. 16

DWGS E-101; E-102

DWGS E-101; E-102

DWGS E-101; E-102, NFPA 780,

DA PAM 385-64, 17-27.

DWGS E-101, E-102, NFPA 780, 8.9

DA PAM 385-64, 17.27.

NFPA 780, 8.9 DA PAM 385-64, 17-27.

NFPA 780, 8.9 DA PAM 385-64, 17-28.

DWGS S-301-302

DWG S-701

COMMENTS/SCOPE

INSPECT SIZE, SPACING, COVER POSITIONING AND GRADE OF REINFORCING STEEL. VERIFY THAT REINFORCING BARS ARE FREE OF FORM OIL OR OTHER DELETERIOUS MATERIALS. INSPECT BAR LAPS AND MECHANICAL SPLICES. VERIFY THAT BARS ARE ADEQUATELLY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS

VISUALLY INSPECT ALL REINFORCING STEEL WELDS. VERIFY WELDABILITY OF REINFORCING STEEL. INSPECT PREHEATING OF STEEL WHEN REQUIRED. INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

TEST CONCRETE COMPRESSIVE STRENGTH, SLUMP, AIR-CONTENT AND TEMPERATURE

INSPECT CURING, COLD WEATHER PROTECTION AND HOT WEATHER PROTECTION PROCEDURES INSPECT FORWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

REVIEW OF PLANT OPERATIONS AND QUALITY CONTROL PROCEDURES

INSPECT CONCRETE BATCHING OPERATIONS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGN

REVIEW FOR CONFORMANCE TO ACI 318 INSPECT SIZE, SPACING, POSITION AND GRADE OF REINFORCING STEEL INSPECT INTERFACE CONNECTIONS INCLUDING END AND EDGE DOWELING. INSPECT EMBEDMENTS FOR PROPER LOCATION AND WELDING OF CONNECTIONS INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

INSPECT ERECTION OF PRECAST CONCRETE INCLUDING MEMBER CONFIGURATION, CONNECTIONS, WELDING AND GROUTING

REVIEW OF FABRICATOR'S QUALITY CONTROL PROCEDURES OR AISC CERTIFICATION

INSPECT IN-PLANT FABRICATION, OR REVIEW FABRICATOR'S APPROVED INDEPENDENT INSPECTION AGENCY'S REPORTS

INSPECT REINFORCING STEEL TO ENSURE ELECTRICAL CONTINUITY BETWEEN THE CAP, WALLS, SLAB AND FOUNDATION THROUGH BONDING WELDS. DOCUMENT BONDS WITH PHOTOS AND CONTINUITY TEST.

VISUALLY INSPECT TO ENSURE ECM FOUNDATION IS BONDED TO THE GROUNDING SYSTEM. DOCUMENT WITH PHOTOS.

VISUALLY INSPECT GROUNDING SYSEM CONDUCTORS TO ENSURE NO DAMAGE, BREAKAGE, OR CORROSION HAS OCCURRED TO THE CONDUCTORS DURING INSTALL AND BEFORE EARTH BURIAL.

INSPECT ALL BONDS FOR LOOSE CONNECTIONS THAT MIGHT RESULT IN HIGH-RESISTANCE CONNECTIONS.

INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION AGAINST ACCIDENTAL MECHANICAL DISPLACEMENT.

PERFORM BONDING TEST ACROSS EACH BOND, AND AN EARTH ELECTRODE TEST OF THE LPS.

INSPECT DEPTH GAUGES ON ROOF PRIOR TO EARTH COVER PLACEMENT FOR SIZE AND STABILITY. INSPECT EARTH COVER DEPTH AND SLOPE TO ENSURE A 2' MIN. IS PROVIDED ABOVE STRUCTURE INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME

SPECIAL INSPECTION NOTES:

C - Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed

P - Periodic: The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work.

S - Submittal

2 STRUCTURAL TEST AND SPECIAL INSPECTIONS ARE BASED ON CHAPTER 17 OF THE IBC 2009 EDITION

3 CONTRACTOR SHALL HIRE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE IBC. SUBMIT INSPECTION REPORTS TO THE CONTRACTING OFFICER FOR EACH DAY SPECIAL INSPECTIONS AND TESTING IS PERFORMED.

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.� 6" DIA. CONT. FOOTING DRAIN. ELEVATIONS, SLOPES, AND OUTLETS TO BE ESTABLISHED WHEN STRUCTUREIS SITE ADAPTED. SEE SECTIONS FOR MORE DETAILS.

.. · .�-WALL JOINT, TYP.

.. .

SEE ELEVATIONS N

S101S202)

15'-4"(RW-1)

FOUNDATION PLAN

SCALE: )4"=1'-0"

1. TOP OF SLAB (FINISH FLOOR ELEVATION)= 0'-0" U.O.N.

2. SLAB-ON-GRADE: 6" CONCRETE ON 4" CAPILLARY WATER BARRIER AND VAPOR BARRIER,REINFORCED WITH FIBERMESH AND 6x6 W2.9xW2.9 WWF SUPPORTED 2" FROM TOP OF SLAB UNO., (WWR AND FIBERMESH MAY BE SUBSTITUTED WITH #4 BARS AT 12" O.C. OR #5 BARS AT 18" O.C. EACH WAY.)

3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18'-0" O.C. (MAX.). CONTROL JOINTSSHALL BE COMPLETED AS SOON AS POSSIBLE.

4. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

5. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACTWITH EARTH FILL AFTER SHELTER IS ERECTED.

6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTINGINSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF ..

7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.

8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR MAYBE PRECAST AT THE JOB-SITE.

//��--/·/· A . '

/;

\s101 S3031

', · .. _ ,•·'· ..

37'-9"

11 '-0" 11 '-5" (RW-2) (RW-3)

.� 8" DIA. PIPE BOLLARD WITH DOOR BUMPER (INDUSTRIAL GRADE)AND CHAIN (OPTIONAL)

2 1


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--·-DEPTH GAUGE, TYP AT

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9 LOCATIONS. PLACE 3 ON EACH LONGITUDINAL EDGE AND 3 DOWN THE MIDDLE OF THE ROOF

COIL, INSERT TYP. AT ROOF PANELS BY PRECAST MANF.

PRECAST ROOF PANEL, SEE TYP. DETAILS

2 \\ -.S102S303i TYP.

3'-6"

I

�---

S102S202.

VENTILATOR, SEE TYP. DETAILS

''' '

ROOF FRAMING PLAN SCALE: J:/=1 '-0"

�

N

1. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

2. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACTWITH EARTH FILL AFTER SHELTER IS ERECTED.

3. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTINGINSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF ..

4. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESEDRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.

5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST ORMAY BE PRECAST AT THE JOB-SITE.

6. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANELS BY WELDINGAT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE DIRECTION. IN THE OTHER DIRECTION, WELD #4 BAR FROM BOTTOM PLATE TO #4 REINF.

-� CONC. RETAININGWALL (SLOPED)

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-1 PRECAST ROOF PANEL BEYOND

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! ________________________________________ L_�--------- ----------

1 -------------7 I I I I I

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2

I

: 31-611

LATCH HANDLE, SEE DETAIL-. 8/S704 (HASP OPTION) .

,- 1" MARGIN

LEFT DOOR, SEE ELEV. AfS702

-\� BETWEEN DOORS

TT I I I I I I

: TT�

DOOR HANDLE, �. SEE DETAIL 12/S704 ···

:iOR 1/S704 (A)

. c--SEE ELEVATION AfS701 ........ \ FOR DOOR FRAME ELEV.

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7/. ' '------ RIGHT DOOR, SEE-----;-

ELEV. B/S702 l.

' �□-RING ANCHOR, WELDED

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□-RING ANCHOR, BOLTED -�TO CIP CONC. WALL FORDOOR CATCH WHEN DOORIS OPEN, TYP. (IF BOLLARDOPTION IS NOT CHOSEN)

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'S201S302

.....__

WALL ELEVATION

BACK WALL PANEL

A ;s1 o_ 11s2

_0 _ _

1! S102

-- ----·

;-VENT ASSEMBLY, SEE TYP. DETAILS

12'-6"

LIFTING INSERT (TYP.), -r BY PRECAST MANF.

27'-0"

WALL ELEVATION/ 8 --SCALE: 1'.i"=1'-0"

S102

3

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-EXTENTS OF FRONT WALLELEVATION BEYOND.

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WATERPROOFING MEMBRANE (60 MIU,-\ SEE PLAN

•

TYP. 1/4 [);) •

•

•

TVP 3/8 ['IT • 3/8 .· /

• 1/2" DIA. x 8" HEADED - ··.

•

•

STUDS AT 12" O.C., STAGGERED .

1/2"x14"x9'-11 3/8" LONG PL. EACH END OF EACH PANEL C12x20.7 CONT.

#4 BAR AT 5'-0" O.C. WELDED TO CHANNELS AND VERT. REINF. FOR ELECTRICAL CONTINUITY.

3

.- REASONABLY COHESIVE . SOILS ONLY. SOLID OR WET CLAY SHALL NOT BE USED.

2

NOTE: EARTH FILL SHALL CONTAIN NO STONES HEAVIER THAN 10 POUNDS OR LARGER THAN 6" (15.2) IN ANY DIMENSION

'"' +-

\ _ PRECAST ROOF PANELS, SEE TYP. DETAILS

#4 STIRRUPS AT 4" O.C.,TYP. ENCLOSE HORIZ . REINFORCEMENT WITHIN STIRRUPS 10"

1"

•

.

•

•

•

•

- --"-'t..,c:.:..____

NOTE: STAGGER REBAR LAYERS TO FORM A 6"x6" SQUARE MESH PATTERN OF #5 AND #8 REBAR.

{TYP.) •

1'-0"

•

. '

•

.

, .

. . ,

•

,· -;;

• (TYP.)_"_ .

. -- 1..-i

•

6'-6"

4 3 2


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DEPTH GAUGE, SEE DETAIL F/S501. REFER TO ROOF PLAN FOR LOCATIONS

PRECAST WALL PANELS

6" SAND MATERIAL (SW)

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5/8" DIA. x 8" HEADED STUDS AT 12" O.C.

DRIP EDGE

DOOR FRAME, SEE ELEVATIONS ON S701

DOOR, SEE ELEVATIONS ON S702

NOTE: PROVIDE RAMPS, FOR EXAMPLE, PRESSURE TREATED 2x MEMBERS SLOPED AS REQUIRED TO ALLOW FORKLIFTS TO SAFELY TRANSPORT MUNITIONS OVER DOOR SILL.

HSS 8x8x1/4

5 1/2"

_..,. SLOPE DN. r-

= ..... = ,....

� � ,....

CONCRETE APRON,_\ MAINTAIN SLOPE

,.... ,....

1'-0"

. I

•

�it-i f�P/t,,I':· BARS AT-1 L

3'-0" o.c.

5

1'-211

• •

• •

-• ,.

2'-0"

r

J

4

.- CONT. SEALANT

24 GA. GALV. COUNTERFLASHING LAP 4" MIN.

---ELASTOMERIC MEMBRANE 3x3 (MIN.) CANT STRIP CONT., ENSURE CANT STRIP ADEQUATELY RECESSES BOLT HEADS.

1c -e;�1 1_'.' ,�I yll 1 L1

,i'-J=� ��JJ,,'

14" x 1 '-5" x 3/8 BENT PL. (LLV) CONT.

-I

I • •

EXTENTS OF DOOR FRAME, SEE DETAILS ON S701

• '• I

CAULK VOIDS AROUND DOOR FRAME

--

• •

I • •

I • •

---L6 x 3 1/2 x 3/8 (LLV) W/ 1/2" DIA. x 4" HEADED STUDS AY 12" O .. C.

#5 DOWELS x 8'-0" LONG AT 1'-0" O.C.

3

·. -6 #5 BARS CONTAS SHOWN

4

I I I

• •

--I

• •

• •


3

REASONABLY COHESIVE SOILS ONLY. SOLID OR WET CLAY SHALL NOT BE USED.

NOTE: EARTH FILL SHALL CONTAIN NO

2

DEPTH GAUGE, SEE DETAIL F/S501. REFER TO ROOF PLAN FOR LOCATIONS

�

\\

WATERPROOFING MEMBRANE

\\

TYP. AT ROOF AND WALLS STONES HEAVIER THAN 10 POUNDS OR LARGER THAN 6" (15.2) IN ANY DIMENSION

' I •

•I

• • • • • • • • '

• • • • • • • • • • • • • • • • • • • • •

-- -- - - - -- ---I • '• I

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PRECAST ROOF PANELS, SEE TYP. DETAILS

• I ., • ' • I •I I

- -• ( i • • I I • • I • I I� I • • I ' I I

--#4 BAR AT 5'-0" O.C. WELDED TO ANGLE AND HORIZ. REINF. FOR ELECTRICAL CONTINUITY. (SEE NOTE 6 ON S102)

• • ' • I I • • I • I I

1"

SEE DETAIL 4/S303 ----

. __ .. ---- - / .- _. / (TYP.)

.----- --��. �/4 I-_. /- 60 MIL WATERPROOFING MEMBRANE

1/2" DIA. x 8" HEADED ---STUDS AT 12" O.C., START 5" FROM END

PRECAST ROOF PANEL, SEE TYP. DETAILS

' ' '' '

◄

1/2" x 9" PL. CONT. --· 3/8 I ·

C12x20.7 CONT.- -

1/2" DIA. x 8" HEADED - -· STUDS AT 12" O.C., STAGGERED

L,

5000 PSI HIGH STRENGTH - NON-SHRINK GROUT

I

.- SLAB-ON-GRADE SEE PLAN

PROVIDE HIGH -STRENGTH NON -SHRINK GROUT

'y· /L6x6x1 /2" x 26'-8" LONG (LL V)

'

►II

·--. __ 1/4 I/#4 BAR AT 5'-0" O.C. WELDED TO CHANNELS AND VERT. REINF. FOR ELECTRICAL CONTINUITY.

NOTE: STAGGER REBAR LAYERS TO FORM A 6"x6" SQUARE MESH PATTERN OF #5 AND #8 REBAR.

#5 HORZ. AT 12" O.C. WI -SEISMIC HOOK EACH END, TYP. #8 VERT. AT 12" O.C., TYP.

�N 0� 0::N ILOen1-w= 0::N

1 1/2"\ <(� fTYP. \ >,....

l__ #4 BAR AT 5'-0" O.C. BRAZED -._OR WELDED TO REINF.

WRAP END OF WEEPS -WITH FILTER FABRIC, TYP.

'

I ,

''

1'-0" (TYP.)

- - - - - - - - - - - - - - - - - - - - - - - - - - _---�--="'=-'-lkl

SECTION

�-1g1I::02 SCALE: 3/4"=1'-0"

:< , ,: ()

3 *** SUPPORT VALUE ENGINEERING - IT PAYS ***

,....

#5 CONT. AT 12" o.c.-/ TOP AND BOTT.

2

2'-9 1/2" 1 '-11"

6'-6"

z

� 0

1

(2) #5 HORZ. CONT.TOP & BOTT. TYP. ATTOP OF WALLS

#4 STIRRUPS AT 4" O.C., TYP. ENCLOSE HORIZ. REINFORCEMENT WITHIN STIRRUPS 10"

/-- WATERPROOFING MEMBRANE (60 MIL), TYP. AT ROOF AND WALLS

-- PRECAST WALL PANELS

6" SAND MATERIAL (SW)

� 3" DIAMETER GALV. CORRUGATED STEEL CONDUIT (24 GAUGE MIN.). GROUT SHALL BE: 5000 PSI HIGH STRENGTH, NON-SHRINK

#7 DOWELS AT 12" O.C. ALTERNATE HOOK DIRECTION.

,- 1 1/2" DIA. WEEPS AT 1'-8" O.C.

,- #5 DOWELS AT 12" O.C.

�RAVEL MATERIAL (GW) ' - �5 TRANSVERSE BARS AT

12" O.C. TOP AND BOTT.

- ._ #6 HORZ. CONT.AT 12" 0 .C.

1


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#5 HORZ. AT 12" O.C.

•

4

,.-- 3/4" CHAMFER

VERTICAL REINF. "B", SEE SCHED.

3

2'-9"

DOOR FRAME, SEE DETAILS ON S701

DOOR, SEE --ELEVATIONS ON 8702

CONCRETE APRON, MAINTAIN SLOPE AWAY FROM DOOR FOR 13'-0" MIN ..

2

•

•

•

• •

/- RETAINING WALL, SEE SECTION A/8303 FOR REINFORCING

1

CONG. FOUNDATION STEM WALL, SEE SECTION A/S301

--- -.. -EXTENTS OF TURNDOWN

""l /

/,."' SLAB AT DOOR OPENING

"-#5 BARS x 36" LONG AT 12" O.C. RETAINING WALL SCHED. EXTENTS OF TURNDOWN SLAB AT DOOR, SEE SECTION A/8302 WALL STEM REINF.

1-::c TOP REINF. "C" W/ 90 DEG

STD. HOOK, SEE SCHED. TYPE DOWELS VERTICAL • "A" 11911 c.9 1'-10" iii

f ::c

DOWELS TO M / CH --. RW-1 #7 AT512" #7AT11'

/-: - #4 BARS AT 12" O.C. RW-2 #7AT11' #7AT11' VERT. REINF. •

\_

TOP AND BOTTOM RW-3 #5 AT 12' #5 AT 12'

- - . . -

• • • \• • • •

.. j""l

---c'-,

_._· __ vA_ R_1_ES_4'_-1 _0 _" T_o_10 _ ·- _o·_· ( _S _EE_P _LA_N _) _____J

BOTT. REINF. "D" ,__/ SEE SCHED.

PRECAST WALL PANELS, -: SEE SECTONS FOR REINF.

. A . SECTION

s1011s303S201 SCALE: 3/4"=1 '-0"

- FOUNDATION STEM WALL,SEE SECTIONS

_________ .___,; ,.- WATERPROOFING MEMBRANE-- (60 MIL), TYP AT WALLS & ROOF.

�:'.'.:'.:::::'.::::::::':'::'.:'.::::::�� - • w-- ----- C12x20.7 CONT.--�--- ) r - ::;•_-' � - --· .-- - 3/8- :i..---.

;�•11 1

1�,_ 1/2" DIA. x 8" HEADED 0 - -- --

STUDS AT 12" O.C.,

NOTES:

1. FRONT SIDE OF WALL MUST BEBACKFILLED AND COMPACTEDBEFORE BACKFILLING BEHIND WALL.

�#4 A706 REBAR TYP., PLACE 1 1/2" FROM TOP OF ROOF PANEL.

�,..,,_.I,� 5" . V

.r 1 <1/4 I

, • :-. - ---4"x0'-6"x3/8" PL.. :7, AT EACH EMBED

#4 BAR AT 5'-0" O.C. WELDED - c?,._ •

_ STAGGERED.

TO CHANNELS AND REINF. , :• - ---3" DIAMETER GALV.#4 BAR TO ANGLE �

· -PRECAST ROOFPANELS

g=A. FACE) FOR ELECTRICAL \ CORRUGATED STEEL ONTINullY. : CONDUIT (24 GAUGE MIN.)

AT 12" O.C.

. 1 DETAIL 1 1 SCALE: 3/4"=1'-0"S1_01 S303

5 4

S102 S303 DETAIL SCALE: 3/4"=1'-0"

WALL REINF. TOP BOTTOM IIC" "D ..

#7 AT 5)2" #5AT 11" #7 AT 11" #5 AT 11" #5AT 12" #5 AT 12"

3" DIAMETER GALV. CORRUGATED STEEL CONDUIT (24 GAUGE MIN.) AT 12" O.C.

PRECAST WALL PANELS, SEE SECTONS FOR REINF. WATERPROOFING MEMBRANE, TYP AT WALLS & ROOF.

•I • • --,---, -1,' - - -I--· ,,

\ •

• •

• • •

•

•

FOUNDATION STEM WALL FOOTING, SEE SECTION A/8301 FOR REINFORCING

--- -, ' ', -. \.

�-----"---t-� Ac4--'--�-�-�-�-------

_-- -,-A

• •

. .

NOTE: FOOTING DEPTH OF RETAINING WALL FOOTING WILL VARY DEPENDING ON PROJECT SITE. FOOTING MAY BE PLACED MONOLITHICALLY WITH SIDE WALL

•

.

FOOTING IF PLACED AT THE SAME ELEVATION.

\ •

-

-· 8 ' SECTION

s101 ls3od SCALE: 3/4'=1'-0'

•

/

•

S201 __

.- FOUNDATION STEM WALL, , - SEE SECTIONS

1/2" DIA. x 8" HEADED STUDS /

AT 12" O.C., STAGGERED.

#4 BAR AT 5'-0" O.C. WELDED

• • •

- . .

\/

THICKEN FOOTING AS REQ'D AT RETAINING WALL FOOTING.

RETAINING WALL FOOTING, SEE SECTION A/8303 FOR REINFORCING

CHANNEL , 1/4 ' 1TO PLATE/�

TO CHANNELS AND REINF. (EA. FACE) FOR ELECTRICAL CONTINUfTY.

___ C12x20.7 CONT. 1/2" x 1 '-2" x 15'-0" LG. PL.

5/8" DIA. x 8" HEADED -. STUD AT 12" O.C.

z-,

- 1 , ,' l!;� l..:• WI 5/8" DIA. x 5 1/2" HEADED STUDS AT 12" O.C. 1/2" DIA. x 4" HEADED STUD AT 12" O.C.

_-J : _________ -#5VERT.::· lf (�>1 &i w

w

C/J,�: --- _-_._-•,�"'-·--_• ·�· �--+---'"_, l'---1\-------S--==--= ---+�

CAST -IN -PLACE CONCRETE WALL, SEE SECTION A/8303.

#4 BAR AT 5'-0" O.C. TACK-" WELDED TO CHANNEL AND DOOR FRAME FOR ELECTRICAL CONTINUITY

3

s101[s303 DETAIL SCALE: 3/4'=1 '-0"

DETAILS ON 8701

SLAB EDGE AT DOOR OPENING

··- RETAINING WALLFOOTING, SEE PLAN AND SECTIONS

2

5/8" GAP -WATERPROOFING4"x0'-6"x3/8" PL.-,

!/ ____ --/

/ · MEMBRANE (60 MIL), TYPAT EACH EMBED \ I ,. / ) / AT WALLS & ROOF.

__ --.,.-c-• -- -- · 1 SPACING �I '1 • • (

I • • I

PRECAST ROOF PANELS, SEE TYP. DETAILS

�- PROVIDE HIGH -STRENGTH NON -SHRINK GROUT

DETAIL SCALE: 3/4"=1 '-0"



"' 0

C.

C. <(

c:iz

0 N 0 N

a:: w

0

ti 0

z 0 I Cl)

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A

5

1/4" THICK x 19" DIA. STEEL PLATE (TYP.)

FLAME PLATE PIPE FLANGE

NOTE: CLASS 150 FORGED FLANGES MAY BE SUBSTITUTED FOR

FABRICATED PLATE FLANGES

VENTILATOR FLAME PLATE DETAIL

SCALE: 3/4'=1 '-0" ' S501 1

(4) 1/4" DIA.-..SELF-TAPPINGSCREWS

EARTH FILL LINE

1/4" x 19" DIA. STEEL- FLANGE PAIR W/ (2) RUBBER GASKETS, SEE DETAIL A ON THIS SHEET.

I

I

III

··•.'

ziww 11 1-.

� 6� 1::-·f-· �,�G ;- -

Iµ7Lm_l I II II I

2 LAYERS OF STRIP I

IN FELTS MOP IN .. 1'-6" I -WITH HOT ASPHALT 1....., I

GALVANIZED DUCT CAP W/ INSECT SCREEN

'

_I :; _111�_ 1 I�

4

SLAB REINF., SEE PLAN

, -VAPOR BARRIER


3

REINF. DISCONT.-\ : '''

SAWCUT JOINT 1/4" WIDE x 1/4 SLAB THICKNESS. FILL WITH JOINT FILLER

2

AT JOINT / -3/4" DIA. x 1'-6" SMOOTH DOWELS

#4 BAR AT 5'-0" O.C. • \ f 61��• �L�C�5N

J-f �fcf-6'EN

P��iR

��B.! ', PAINT ONE SIDE OF DOWEL WITHBRAZED OR WELDED : \ ASPHALT PAINT AND OILED ALL AROUND TO WWF.

t;_ _ 7

___ \3

t _-+ �O�':=V_.=_Nj�OND WITH CONCRETE.

-7 . -

�

SLAB REINF.,-1 SAWED CONTROL JOINT SEE PLAN

REINF. DISCONT.-.. AT JOINT

SAWCUT JOINT 1/4" WIDE x 1/4 SLAB THICKNESS. FILL WITH JOINT FILLER BAR

SIZE NO. #3 #4 #5 #6 #7 #8 #9 #10

1

DEVELOPMENT SPLICE LENGTHS LENGTHS cf= 4000 PSI cf= 4000 PSI

TOP BARS OTHER BARS TOP BARS OTHER BARS A B A B 19" 24" 15" 19" 19" 15" 25" 32" 19' 25' 25" 19' 31' 40" 24' 31" 31" 24" 37" 48" 29" 37' 37" 29" 54" 70" 42" 54" 54" 42' 62" 80" 48" 60" 62" 48' 78" 101" 60' 78" 70" 54' 85" 111" 66' 85" 79" 61'

SLAB-ON-GRADE DETAIL SLAB CONTROL JOINT DETAIL TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON CONCRETE CAST BELOW THE REINF.

SCALE: 314"=1'-0" ' S501 1 SCALE: 3/4"=1 '-0" ··. S501 CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT NOTES: WHERE EPOXY COATING IS USED. REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE PREPARATION AND EARTHWORK RECOMMENDATIONS.

USE EITHER AT CONTRACTOR'S OPTION

SAWCUT JOINTS AS EARLY AS ALLOWED HAND- TOOL AREAS INACCESSIBLE BY SAW

WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER OF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THE DEVELOPMENT LENGTH OF THE LARGER BARS

10'-2 3/8 "

#4 HORZ. REINF. AT STIRRUP SPACING

#4 BAR AT 5'-0" O.C. MAX, EACH SIDE. WELDED TO HORIZ. REINF. AND ANGLE FOR ELECTRICAL CONTINUITY (SEE NOTE 6 ON S102)

STIRRUP TYPE "3" .-STIRRUP TYPE "2" 3 11/16 "

STIRRUP TYPE "1"

AT EA. EMBED 8'\ 110 5/8 " 7 3/8 " ,....-y a... 4"x6"x3/8" PL. &/jj!/!/// # 6 BAR CONT., TYP.

·.

M

L4x3x3/8 x 0'-8" LG. - 1. \ .• •· 3EQ.SP)(2EQSP) ./'.: .. - = .. (LL V), SEE PLAN

= -'-lr'-:=e===a1=��--ac-----cl--�.L'--,,;'�·-�-�-=--��4=----oa--�""•t'I• � IFOR SPACING :::!: u • • • ' ' • • ' ' ' ' ''' • 01 • r• • • • • • -!c ' ' • • •1 • ".: .. ._

3"

�\I

L4x3x3/8 x 0'-8" LG. (LLV) SEE PLAN FOR SPACING

\ • • I I_ •-•�I TY . I • • ! I • • , •. 1, • • I I

.-

. I • '''.. I I • • �·-.... m, � �71:�:: [�:• ��:•) LLH

/

-

- REMOVABLE CAP

. - MARK AND LABEL PIPE IN 1" INCREMENTS TO INDICATE HEIGHT ABOVE TOP OF CONCRETE �Jl��g

1�ru8; ��\;-� / I I

�······.......... 12" SCH. 20 (MIN.)AT EQ SPACING f=-.,,J,��=1-•�l(==-'lll-�:=• �

·h-1 __ -:f---l GALVANIZED STEEL PIPE

1/2" DIA. ROD · ·-... · .. V

� ! 3'"

1:

3�

8

r10"

----8:,._j 3 3/4 .. /.J2 1/8 " l - � I\�:-:�, L...-.Y - .. 41i2"_

1,2" DIA. x 4" LG. HEADED

co 9" TYP. TYP. TYP. TYP. = I- , 10 3/8" STUDS AT 12" O.C.

� 'dt�� -- -- (START 8" FROM END)

CROSS SECTION --.��Jt��T.

-·....

- 3" DIA. PVC PIPE BON DEC

==t·· .. /···········/···/ /TO FIBERGLASS PLATE.PAINT PIPE BRIGHT

_ ORANGEWELDED INSIDE OF ·-.

I

I

PIPE ON CENTERLINE - - - -I - -EACH DIRECTION TO I I

FORM A CROSSING PATTERN

TYP� 1/4 / ..

PRECAST WALLPANELS SEE SECTIONS

TYPICAL VENT DETAIL SCALE: 3/4"=1 '-0"

NOTE:

___ _j_ -- --

0

I

I

1/2 CUBIC YARD CAPILLARY WATER BARRIER MATERIAL AT OPEN END OF PIPE

• r o

·-SEALANTMETAL FLASHING

WATERPROOFING MEMBRANE (60 MIL) TYP. AT WALLS & ROOF

\\S501/ 2 1/2" 4" 8 3/4"

PROVIDE ELECTRICAL CONTINUITY BY WELDING VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE

5 4

5 3/32" . -135 DEGREE HOOK---------,--, , , � -,--�==-"# #4 STIRRUPS �···· /

9 � 1" RADIUS, TYP. � j:>, \

....

SCALE: 3/4"=1 '-0"

1'-2 1/4" =

4 1/2". ·-1" RADIUS, TYP.

··. _j · - #4 STIRRUPS

1/4" ,, ,, ____ .. -

4 1/2"

1" RADIUS, TYP. - #4 STIRRUPS_j114•�\

� STIRRUP TYPE� II STIRRUP TYPE "2" STIRRUP TYPE "3"

SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0"

8'-4"

27'-2"

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

SCALE: 3/4'=1'-0"

3'-4 1/2" (10 SPACES AT 10" O.C.) (3 SPACES AT 1'-1 1/2" O.C.) (3 SPACES AT 1'-1 1/2" O.C.)

#4 STIRRUPS, SEE CROSS SECTION

' I

\

# 6 BAR CONT., TYP. (NO SPLICE ALLOWED)

SECTION Y-Y � #10 BARS CONT., TYP. SCALE:3/4'=1'-0'

(NO SPLICE ALLOWED)

PRECAST ROOF PANEL DETAIL • ESCALE: 3/4'=1'-0" \ S501 J

\, / NOTES: · -PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDING AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE DIRECTION. IN THE OTHER DIRECTION, FROM BOTTOM PLATE TO #4 REINFORCEMENT


2

�I I -I I- 1-11 -�1 I 1' I " 'I I "1 11 111

I Ill I - I Ill II 11 o-+--- =

· 18"x18"x3/8"u:J • FIBERGLASS PLATEIL z I: .. ': . •: . ··!;:! '." . . . .

... ':: •.· J::::: .· .· ..

/

. . . .. . · 1

... ,. , .•. ;;···•······

TOP OF PRECASTROOF PANEL

DEPTH GAUGE DETAIL F SCALE: 3/4"=1'-0"

8'-4" (10 SPACES AT 10" O.C.)

' . ' I

\ S501 .: \ /

8 3/4" 4" 2 1/2"

....

1

'


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4

LOCK BOLT RECEIVERS, 1 1/2" DIA. PIPE (SCHED. 40) x 5" LG.

26'-0" (DOOR FRAME WIDTH)

6 1/4"*

WI 1/4" PL. & WELD TO I I_

//

HSS 8x8x1/4 (END TO BE CAPPED

. ·•· __ -. IBE

I GROUND SMOOTH.)

====�-�-�-=='===1 .I .I ----- <_ ,::_- ---


I I I

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3

: -DOOR FRAME HINGE PL., SEE DETAIL 2/S701

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I

TOP VIEW TUBE TO --+I�:·_ PLATE I

. 1, , .. - 1/4" CAP PLATE, TYP.

WELD ALL AROUND WI 3/16" WELD.

2

I ___ _ _ r====�- -=====il

e== l===�-�======11e==

l===�--==== .. =="l==n

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HSS 8x8x1/4 (END TO BE CAPPED WI 1/4" PL. & WELD TO BE GROUND SMOOTH.)

&

� OJ ' c,J =

co

\ I

\. I 11 •TYP. ,��-------,-- -· n

=

� LOCK BOLT RECEIVERS, TYP. 3/161 HSS 8x8x1/4

✓ I� . ·//

. ... //.�

8"x 1'-4 1/2"x 1/2" --& n

� 0 =

c,J

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0 =

=

1 1/2" DIA. PIPE (SCHED. 40) x 5" LG. SEALED ON INSIDE" END_/

- GUSSET PL., SEEDETAIL 1/S701

-·-5/8" DIA. x 8" LONGHEADED STUDS AT 12" O.C.

. - HINGE PL., SEE DETAIL 2/S701

411 / 411 /

2"- // / 211

,/ (TI P.) (T P.)

w z

:::i o:'. w 1-z w (.)

w ::E �u.. o:'. 0 0 0

.. THICK PLATE, TYPrt---+--

8"x 1'-4 1/2"x 1/2" THICK PLATE, TYP.

TYP. 114 / _

I

I I

I I

I I

I I

I I

'

I

I I

... 1...- J..

. .1/4 JYP.

W12x40 -·

I

-

·,:-j I TYP.

, -5/8" DIA. x 8" LONG . HEADED STUDS AT 12" O.C.

DOOR,SEE-... � DOOR ELEV. ON S702

GUSSET PL., SEE-DETAIL 1/S701

DOOR FRAME --HINGE PL., SEE

I

'· . . '\

' -

'

l\

DETAIL 2/S701 \rt--�+--

' '·\\\

I

;-LOCK BOLT RECEIVERS, 1 1/2" DIA. PIPE (SCHED. 40 THROUGH HSS. PROVIDE SLEEVE (OR CORE DRILL) THROUGH CONCRETE TO I

B

TYP. 114 / ..'1

ALLOW DRAINAGE INTO I II===;• GRAVEL SUBGRADE.

,.----tt-----,

I ---it--c--+.

_,�c:--7-c O

-:--i1 c:--S7-c 0-c-

Ji

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-, '.... //// 1�m' r=llb= ·- -------- / Ir • '

6 1/4"* I •••

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z G) :::c m G)

-I�

� OJ ' v;l�0 0 0 ;;a "Tl

�s::m m :::c -I�

NOTE: PROVIDE HEAW DUTY WEATHER STRIPPING/ SEALING AROUND INSIDE PERIMETER OF DOOR GAPS

LOCK BOLT RECEIVERS, '":I

+-;..._J,�=!!=��==--------========11r== 1==1/4

=1 =-··-•<_._�I,=· ===II� I===----====��!�=

<1; r· <(c:r, i

1 1/2" DIA. PIPE (SCHED. 40) THROUGH HSS. PROVIDE SLEEVE (OR CORE DRILL) THROUGH CONCRETE TO ALLOW DRAINAGE INTO

5

�-----------------,1 I .� ' I

If------------�,�

1/4 I I

HSS 8x8x1/4 (END TO BE CAPPED WI 1/4" PL. W1TH 3/16" WELD. WELD TO BE GROUND SMOOTH.)

DOOR FRAME ELEVATION ; .. A.\ SCALE: 3/4"=1'-0" �2�11s7,o\

4

2 1/4"* /

8" /

/

T GRAVEL SUBGRADE.

• DENOTES VERIFICATIONW/ ILD MANUFACTURER

HSS 8x8x1/4 (END TO BE CAPPED WI 1/4" PL. & WELD TO BE GROUND SMOOTH.)

3

SIDE VIEW NOTE: THE 6 1/2" AND 3" DOOR OVERLAP AT THE TOP AND BOTT. OF THE DOOR FRAME, RESPECTIVELY SHALL NOT BE REDUCED AS THIS IS IMPERATIVE TO CARRY OUT THE DESIGN INTENT.

2


1

1/2" D1A x 4" HEADED STUD AT 12" O.C.

•. 1/2[

· TYP. 1/2. DOOR FRAME HINGE PL., SEE DETAIL 2/S701

NOTE: CONCRETE WALLS NOT SHOWN, SEE DETAIL 3/S303 FOR WALLS

--

SECTION .

B' SCALE: 1 1/2"=1'-0" S7?1[s7,0

11

1" 7 1/2" TYP.

I) '· 1/2"

1 •. -.•

J>6'o0 b - ' ' -� �

·---

��

GUSSET PL. DETAIL I 1 \ , I SCALE: 1 1/2"=1'-0" S7'.011S701

3/4" ·· t·

"

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; CX)

9 3/8" 3/4"

' "

"I

<TYP.

5 7/' 6" 45 DEGREE x 1", TYP.

1/2" RADIUS ----"=

TYP. ' 00 \G ..

.. ·· ....... _2 1/64" DIA. --

8" 1 7/16"

DOOR FRAME HINGE PL. DETAIL

SCALE: 1 1/2"=1'-0"

1


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<11 0

C.

C. <(

C: 0

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C

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A

5

GUSSET HINGE PL., SEE DETAIL 3/S704

4

1/2" THICK PL. .. - -. . -1/2" x 6" WIDE

, ···· .

..�

-SEAL PLATE

1&. ��/TYP .. 3/8

--+HSS 8x2x1/4�··· 1/2"

·.. · .. 1,41/ TYP.


3 2

12'-1 1/4" (DOOR WIDTH) .. 12'-1 1/4" (DOOR WIDTH) i-- ----------------....:.1.-'-0"'".-- -- _.:._

v-,,,,�o l--.4,-'-6,.-,1/"'8.-"- - ----'c'.=.--'t.1.-.•-o'"",-i PLATE TO.. l---cc1, -c-Occc,,- - - - ---c4c--'_6=--c-1/=8-=--" __,,vjf>---/0'- - ---=-- - - --'-- - - - - - - -- - - - ---1-I

/__ l . 3/8 / TYP .. >-· 3�,

8�v-···· .

... l\\"� 2 3/4"TUBE .··

1/4 l/ -;,� -

3�,8

-�TYP.

3/8 .. f1'-0"

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= 1 1• u· � .\

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PLA_TE 3/8 [/ 'JS···-_- . ., ''. '\ . . � 1/41 -� \. •

• . \ 1/4 / . \

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1

-- DOOR HINGE PLATE SEE DETAIL 2/S704

- -GUSSET HINGE PL.,5•-11 5t8" x 14'-6 112"-/' .' '\\�·-... ��I 11'

..

x 3/8" PL. EACH SIDE " 1/2" THICK PL. 1/2" THICK PL. / 1/4 [. /PLATE TO

TUBE 3/8 / !/ 1/2" THICK PL. 1/2" THICK PL. 5'-11 5/8" x 14'-6 1/2" x 3/8" PL. SEE DETAIL 3/S704

-1

- DOOR HINGE PLATESEE DETAIL 2/S704 C8x18.75, TYP.

HSS 8x2x1/4-··. EACH SIDE

�-' I\)

-(X) =

C'2

0=

C'2 '

0 =

C'2 '

0 =

• ,

C'2 '

0=

� . '

(X) =

4 1/4"

'

I tJ

J tJ

3/81 3/8/

_j tJ

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5'-11 5/8" X 14'-6 1/2" x 3/8" PL. EACH SIDE

I ,--- ---

B •. \

OH '

'$702 S703/ g '....

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j tJ

. . . C8x18.75 . . .

�---· .

'

TOP VIEW

PLATE TO ',CHANNEL

TYP.. 3/8.

1/2" THICK PL.

,

......

C , '6702 3703/

ILD BLOCKOUT -. . .. _ .· •. -1/2" x 6" WIDE

BOX, SEE · .. 7 314.. �·· SEAL PLATE

DETAIL 7/S704 ,-i· .

-

, /,., WELD DIAGONAL STIFFENERS-,, TO ILD BLOCKOUT BOX HSS 8x2x1/4

...._ WHERE INTERRUPED. I ..

5'-11 5/8" X 14'-6 1/2"=. x 3/8" PL. EACH SIDE

TOP VIEW

- //PLATE TO> 3/8 .. · .CHANNEL

I/ I

··�LATCH BOLT GUIDE,SEE ILD MANUFACTURER'S DRAWINGS

C8x18.75

/

MITER CHANNELS AT� CORNERS, TYP.

I I

3/81

�1/2" THICK PL.

3/8 ••

1/2"JHICK PL. /,,,-

A \'

5'-11 5/8" X 14'-6 1/2" x 3/8" PL. EACH SIDE

D ·\,

. HSS 8x2x1/4 ,. ..· 1/41· /CHANNEL .. I lfLANGES

··CHANNEL/. .. . 114v 1 WEBC8x18.75, COPE

-- AS REQ'D

1s702 S703/ ..

5'-11 5/8" X 14'-6 1/2" -, x 3/8" PL. EACH SIDE

C8x18.75

.

'

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tJ

-

----++

,-0

=

C'2 '

0=

I

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-=

�--GUSSET HINGE PL., • SEE DETAIL 3/S704�

.. . � �:::::::::::::::�========::::::::::::::::::::::::::::::

:::::::::::::::

�:::::::::::::::::::::::::::::::::::::::::::::==¥==�_Ji� -� '>J!.. 'r' I

•• = i I L:::�::::::�=============f==:l:::::::::::::::::::::::::::::::::::::::::=========1==ij;�::::::� •.

C --� -- /

1/4 � ..

=· -

5

1'-0" 4'-6 1/8"

12'-1 1/4" (DOOR WIDTH)

RIGHT DOOR ELEVATION "INSIDE VIEW" SCALE: 3/4"=1'-0"

NOTE:

1'-0"

1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.

2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.

4

3 1/4"

• DENOTES VERIFICATIONW/ ILD MANUFACTURER

1'-0"

3

4'-6 1/8" 1'-0"

12'-1 1/4" (DOOR WIDTH)

LEFT DOOR ELEVATION "INSIDE VIEW" A .SCALE: 3/4"=1 '-0" S201 S702 . NOTE: 1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.

2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.

2


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3I8 I// / l"_YP.

1"' -5'-11 5/8" X 14'-6 1/2"x 3/8" PL. EACH SIDE

IGHT DOOR \ '/ 3/8 [ / :

E_::::: __ ::::: __ ::::: __ ::::: __ == __ � ___ ::::: __ ::::: __ = __ = __ = __ = .. _= __ = __ ::::;;·� ,�· •;:::: __ = __ =_ .. =--��=--=-_ = __ :::: __ � __ = ___ :::: __ � __ == /.-LE FT DOOR

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1 /2"X 12" X 14'-2 1 /2" PLATE EACH SIDE

1.12 . TYP.

INTERIOR

SECTION

2:'rt2" 3/8 l/ . TUBE SUPPORT, SEE DETAIL 5/S704. INSTALL TUBE SUPPORTS INSTALLED EVERY 17" APART.

1/2" x 6" SEAL PLATE

SCALE: 1 1/2"=1'-0" S702_1:�03

EXTENTS OF 3/8" THICK PLATE-.

1" DIA. HOLES AS REQ'D TO FILL DOOR WI INSULATION. OMIT IF NOT REQUIRED. (NOT ALL HOLES SHOWN)

COPE 8" WIDE BAR AS REQ'D 1/2" THICK PL.


4

8" x 1/4" BAR (SKEWED), COPE ENDS AS REQ'D TO ALLOW CONNECTION TO WEB OF CHANNEL

5'-11 5/8" X 14'-6 1/2" -. x 3/8" PL. EACH SIDE

TYP. PLATE 3/81TO CHANNEL./ 3/8

.

:-DOOR FRAME ASSEMBLY, • SEE DETAIL B/S701 FOR• INFORMATION

o···· 1/4

C8x18.75 CONT.

· .. _ DOOR HINGE PL., SEEDETAIL 2/S704

._ GUSSET HINGE PL., _N

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_E

_: - - - -- - - -- SEE DETAIL 3/S704

i�:

01

70� 1

CONCRETE WALLS NOT SHOWN, SEE DETAIL 3/S303 FOR WALLS

SECTION SCALE: 1 1/2"=1'-0" S702_1:�0�

-\ -EXTENTS OF DOOR FRAME

1/4 ·-...\ 1/4

1'-0"

PLATE TO .CROSS BAR

3

1/2" THICK PL.

HSS 8x2x1/4, WITH 3/8" CAP PL. EACH END

INTERIOR

ILD SYSTEM,-··· SEE ILD MANUF. DRAWINGS

� EXTERIOR�

A====�- _J_ . ·--._ 3/8" THICK PL. TYP.>

SECTION /C ·· SCALE: 1 172"=1'-0" $702 S703

1/2" THICK PL.

2

RIGHT DOOR

ILD SYSTEM, SEE ILD MANUF. DRAWINGS

1/4"+1/64 MIN.

.. � 1/4" x 8" WIDE BAR•·. CONT. EACH DIRECTION 1141

/3 SIDES 3/8" THICK EXT. PLATE

EXTERIOR

1/2" 1'-511

TYP. I·

INTERIOR

SECTION

1

. DOOR HANDLE, SEE \ DETAIL 1/S704. MOUNT \ VERT. AT 44" ABOVE \ BOTTOM OF DOOR TO \ CENTER OF HANDLE

• D .

3/8" THICK PL. -: 1/2" THICK PL.

LEFT DOOR 3/8" THICK PL.

SCALE: 1 1/2"=1'-0" S702 S703

/ PLATE TO �ROSS BAR 3/8" THICK EXT.

PLATE TO ALLOW CONNECTION TO WEB OF CHANNEL PLATE TO

CROSS BAR 1/4 1/4 /- L3x3x1/4 x 0'-3-3/4" 3 SIDES��-1/4

' I . - L3x3x1/4 x 0'-3-3/4"

�G., TYP.

T

J LEFT DOOR PLATE ELEVATION "INSIDE VIEW" SCALE: 3/4"=1'-0" s102

1 s101

NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER) __ /

5 4

00

1/4" x 8" WIDE BAR

/ . LG., TYP. ,----

00

L3x3x1/4 x 0'-3"-" LG., TYP.

1/41 ••. TYP. AT

1/4 / ···._CROSS BARS NOTCH PL., TYP. TYPICAL WELDED CONNECTION

AT INTERSECTION OF CROSS BARS SCALE: 1 1/2"=1'-0"

L3x3x1/4 x 3-3/4" LG., TYP.

✓-- 1/4" x 8" WIDE BAR CONT. EACH DIRECTION. SLOT EACH BAR AT INTERSECTION TO ALLOW BARS TO INTERLOCK AND FIT FLUSH.

< 1 114 I INT. PLATE TO ANGLE, TYP.

1/4" x 8" WIDE BAR CONT. EACH DIRECTION

·· .. ��: � f P.

1 /4 [\ /PL. TO 1/4 V �CROSS BAR

"ISOMETRIC VIEW" OF WELDS AT CROSS BARS SCALE : 1 1/2" = 1'-0"

1 1/2"

NOTE: CROSS BAR NOT SHOWN FOR CLARITY

3/8" THICK INSIDE PLATE

SECTION X-X SCALE: 1 1 /2"=1 '-0"

1" DIA. HOLES AS REQ'D �\ TO FILL DOOR WI INSULATION. OMIT IF NOT REQUIRED. (NOT ALL HOLES SHOWN) DETAIL

1/4" x 8" WIDE / 1 l::--- � .

BAR I j �tJ

NOTCH PL., TYP_-./

NOTE· CROSS BAR NOT SHOWN FOR CLARITY

1/4"-+:�/64_" MIN. ___L <::·· co

,, > )1/4

3/8" THICK INSIDE PLATE

SECTION Y-Y SCALE: 1 172"-1'-0"

8 1/2" 7.7/8"

45 DEGREE MITER AT CORNERS, TYP.

-:--;.--- 1/4" x 8" WIDE BAR CONT. EACH DIRECTION. SLOT EACH BAR AT INTERSECTION TO ALLOW BARS TO INTERLOCK AND FIT FLUSH.

/INT. PLATE ! 1/4l/ · .. TO ANGLE, TYP.

1 1/2" -- (TYP.) ---- -

\ _ _ SLOTTED HOLE IN INTERIOR PLATE FOR FILLET WELD, TYP. AT L3x3x1/4 2 1/2"

SCALE: 1 1/2"=1'-0" S703 S703 ----1 .�

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THRUST BEARING_ ... 5" O.D. x 2 1/32" I.D. x 5/8"

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4" I 1 nL-TAP FOR 1/4" GREASEDRILL 1/4" DIA.-·--�----,-t-,' FITTING. PROVIDE

GREASE FITTING AND GREASE AFTER ASSEMBLY

HINGE PIN DETAIL SCALE: 3"=1'-0" S702 S704

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RIGHT DOOR�(ACTIVE DOOR)

4

4


ILD LOCK AND SLIDING BOL TWORKS SYSTEM, SEE ILD MANF. DRAWINGS

3

LATCH BOLT GUIDE, SEE ILD MANUFACTURER'S DRAWINGS

DOOR PULL BAR

LEVER BASE PLATE ASSEMBLY

INTERNAL LOCKING DEVICE (ILD) /A SCALE: NTS VIEW FROM INSIDE OF MAGAZINE FOOT & HEAD BOLT SHOWN DISENGAGED

DETAILS ARE SHOWN FOR GENERAL INFORMATION ONLY. SEE ILD MANUF. DRAWINGS FOR A COMPLETE SET OF DETAILS AND REQUIREMENTS.

3

\ S705


I

2

NOTE:

,--LEFT DOOR (PASSIVE DOOR)

1

UPON FINAL ASSEMBLY, APPLY BLUE LOCTITE TO ALL HEAD AND FOOT BOLT THREADED HARDWARE

2

INTERNAL LOCKING DEVICE (ILD} NOTES:

1. THE INTERNAL LOCKING DEVICE (ILD), THE SLIDING BOLTWORKS, AND HEAD ANDFOOT BOLT DRAWINGS ARE A U.S. GOVERNMENT DESIGNED AND PATENTEDLOCKING SYSTEM. THE (ILD) LOCK SHALL BE PURCHASED FROM THE GOVERNMENT.THE SLIDING BOL TWORKS AND HEAD AND FOOT BOLT DRAWINGS SHALL BEPROCURED THROUGH THE GOVERNMENT WITH COORDINATION OF NAVALFACILITIES ENGINEERING EXPEDITIONARY WARFARE CENTER, SECURITYENGINEERING DIVISION (NAVFACEXWC). CONTACT CAN BE MADE VIA PHONE BYCALLING 805-982-1212 OR THEIR WEBSITE(https://portal.navfac.navy.mil/portal/page/portal/navfac/navfac _ ww _pp/navfac _ nfesc _pp/locks/)FOR ORDERING INFORMATION.

2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN INTHE STANDARD DRAWINGS ARE PERMITTED TO ACCOMMODATE THE ILD UNLESSAPPROVED BY THE U.S. ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE(STRUCTURAL BRANCH).

3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ONINSTALLATION AND ATTACHMENT DETAILS OF THE ILD AND PROVIDE THENECESSARY STIFFENERS AND ADDITIONAL FRAMING (IF REQUIRED) TOACCOMMODATE THE ILD.

4. SEE ILD MANUFACTURERS INSTALLATION DRAWINGS FOR ADDITIONALINFORMATION NOT SHOWN IN THESE DRAWINGS.

5. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701 - S704.

1


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#4/0 BARE COPPER /

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EDGE OF EARTH

� MOUND (VARIES -

- - - - - - - - -

4

----------

AIR TERMINAL ALONG STRUCTURES EDGE (TYP)

(QUANTITY VARIES)

"--- #2/0 BARE COPPER MAIN CONDUCTOR (TYP)

*** SAFETY FIRST***

3

,-k ------ ATTACH TO

� � � \ VENTILATOR

Al R TERMINAL (TYP) -------------- ------/ I ,.__ ",b (QUANTITY VA�IES) -J,_.. /\ I j:: / .,,----..________ l

------------ / �- "---/ � / AIR TERMINAL ON � HEADWALL (TYP FOR 4) J_ ------

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----------- ISOMETRIC VIEW OF LPS B ----------------------

------- " -----------

\ \ I

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I

N.T.S.

#2/0 BARE COPPER DOWN

NOTE: STRUCTURE NOT SHOWN FOR CLARITY.

I � CONDUCTOR (TYP)I\ - - �Ii� AIR TERMl�L IBONDED TO

JU

VENTILATOr1

I "' 6

A/"----- _! ___T

I

E101 E101

TYPICAL LIGHTNING PROTECTION AND GROUNDING PLAN A N.T.S. E101 E101

4 3 *** SUPPORT VALUE ENGINEERING - IT PAYS ***

2

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2

1

NOTES: (APPLICABLE TO DRAWINGS E-101, E-102, E-103, E-104) 1. DRAWINGS E-101, E-102, E-103, AND E-104 ARE US ARMY CORPS OF

ENGINEERS (USACE) STANDARD GUIDANCE FOR LIGHTNING PROTECTIONSYSTEM (LPS) DESIGN APPLICABLE TO EARTH COVERED MAGAZINES (ECM).THESE DRAWINGS DO NOT CONSTITUTE A COMPLETE LPS DESIGN.DESIGNER SHALL ADAPT THE STANDARDS TO UNIQUE SITE CONDITIONS,AND CONSULT THE BELOW LISTED CRITERIA TO ENSURE A COMPLETE ANDFUNCTIONAL DESIGN. THE COMPLETED LPS INSTALLATION SHALL RECEIVEA UL MASTER LABEL CERTIFICATE OR EQUIVALENT.

2. THE LPS MUST PROVIDE A ZONE OF PROTECTION BASED ON A 1 00FT.RADIUS STRIKING DISTANCE (ds). THE ZONE OF PROTECTION MUST BEDOCUMENTED USING THE ROLLING SPHERE METHOD (RSM) ANALYSISOF 100FT. RADIUS. SEE DRAWING E-103 AND E-104 FOR TYPICAL RSMANALYSIS.

3. THE LPS SHALL BE MADE OF MATERIALS ACCEPTABLY PROTECTED AGAINSTCORROSION AS SPECIFIED IN UL 96.

4. MINIMUM AIR TERMINAL HEIGHT IS AS SHOWN IN INCHES, ABOVE THEPROTECTED OBJECT.

5. REINFORCING STEEL IN WALLS, FLOOR SLAB, AND ARCH OR BOX STRUCTUREMUST ALL BE INTERCONNECTED THRU BONDING, AND MUST HAVE ACONTINUOUS PATH TO THE PRIMARY GROUNDING SYSTEM. MINIMUM REBAROVERLAP IS 20x DIAMETER (20D). METAL VENTILATORS, STEEL DOORS ANDDOOR FRAMES SHALL BE BONDED TO THE PRIMARY GROUNDING SYSTEM.PHOTO DOCUMENTATION OF THE REINFORCING STEEL BONDING ANDPRIMARY GROUND BONDING IS MANDATORY.

6. INCOMING POWER AND COMM_ MUST ENTER THE GROUND AT LEAST SOFTFROM FACILITY. CABLES AND WIRE MUST BE SHIELDED OR BE INSTALLEDIN METALLIC PIPING THAT IS BONDED TO THE PRIMARY GROUNDINGSYSTEM AT THE POINT OF ENTRY_

7. INTERIOR ELECTRICAL SYSTEMS SHALL BE DESIGNED BY USER ACCORDINGTO SITE CONDITIONS AND USER REQUIREMENTS. USER SHALL DEFINEHAZARDOUS CLASSIFICATION, WHEN REQ'D.

8. PROVIDE SURGE PROTECTIVE DEVICES (SPD) FOR POWER, COMM, ANDINSTRUMENTATION PER NFPA 780.

9. CONSIDER ALL MASSES FOR SIDEFLASH POTENTIAL. METAL MASSESWITHIN THE SIDEFLASH DISTANCE SHALL BE BONDED TO THE LPS, OR BE MOVED OUTSIDE THE SIDEFLASH SEPARATION DISTANCE.

10. THE LPS SHALL BE TESTED PER THE BELOW LISTED CRITERIA.11. EXOTHERMIC WELD ALL GROUNDING CONDUCTOR BONDS AND

TERMINATIONS, EXCEPT IN TEST WELLS WHICH REQUIRE BOLTEDCONNECTIONS.

12. GROUNDING AND BONDING CABLES MUST BE COPPER.13. WHERE CONFLICTS EXISTS BETWEEN THESE DRAWINGS AND THE

BELOW CRITERIA, THE MOST STRINGENT REQUIREMENT SHALL APPLY.14. CRITERIA:

a. DOD 6055.09 - M, VOL.2 - AMMUNITION AND EXPLOSIVES SAFETY STANDARDSb. DA PAM 385-64 AMMUNITION AND EXPLOSIVES SAFETY STANDARDSc. NFPA 780 STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION

SYSTEMS d. UL 96A INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION

SYSTEMS e. UL 96 STANDARD FOR LIGHTNING PROTECTION COMPONENTSf_ NFPA 70 NATIONAL ELECTRICAL CODE (NEC)

KEYED NOTES

#4/0 BARE COPPER CONDUCTOR (BCC) GROUNDING SYSTEM ENCIRCLING STRUCTURE'S PERIMETER. INSTALL IN DIRECT CONTACT WITH EARTH, 30"MIN. BELOW GRADE AND 3' FROM EDGE OF EARTH MOUND.

GROUND TEST WELL WITH GROUND ROD. ALL BONDS WITHIN THE TEST WELL SHALL BE BOLTED-TYPE CONNECTIONS. SEE DETAIL B, DWG E-102.

BOND FOUNDATION REBAR TO GROUNDING SYSTEM WITH #4/0 BCC. INSTALL CABLE IN PLASTIC CONDUIT WHERE IT PASSES THROUGH CONCRETE (TYP EACH CORNER AND DISTANCES NOT TO EXCEED 60 FT). SEE DETAIL C, DWG E-102.

WHEN POWER IS REQUIRED, PROVIDE GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC IN PVC CONDUIT.

BOND DOOR FRAME TO GROUNDING SYSTEM (1 EACH SIDE). BOND DOOR TO DOOR FRAME WITH BRAIDED COPPER STRAP, EQUAL TO #1/0 COPPER CONDUCTOR (2 EACH DOOR, TOP & BOTTOM).

EXOTHERMIC BOND (TYP)_

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GROUND WELL

FINISHED GRADE

'111>"1//>,"/'/I,

BOLTED CONNECTIONS (AS REQUIRED)

GROUND RING #4/0 BARE COPPER CABLE

GROUND ROD TEST

WELL DETAIL B N.T.S.

GROUND PLATE AND EXOTHERMIC CONNECTIONS TO REBAR. PROVIDE 2 PER PANEL, ALL AROUND.

#2/0 BARE COPPER BONDED TO GROUND PLATE AND REBAR FOR CONTINUITY ---------

NONMETALLIC PROTECTIVE SLEEVE AT FOUNDATION ENTRY-------� •

•

•

#4/0 BARE COPPER

WELDED CONNECTION

•

•

•

• •

•

•

• •

• •

WELD CONNECTIONS {MIN. 2)

TYPICAL REBAR BONDING SCALE: N.T.S.

NOTE: REBAR AND CABLE WELDS SHALL BE >1 1/4"

5 4

•

•

C 102E10

*** SAFETY FIRST***

3 2 1

r AIR TERMINAl.:

f\

24" ABOVE EARTH COVER

(TYP-QTY VARIES)

CABLE CONNECTOR ------..... �cc-7

AIR TERMINAL 24"ABOVE HEADWALL {TYP)

AIR TERMINAL SUPPORT BASE {TYP)

DOOR FRAME BONDING CONDUCTOR

GROUNDING PLATE

REINFORCING STEEL(TYP)

#4/0 COPPER � �CONDUCTOR

--------....... (TYP EACH CORNER)

EXOTHERMIC WELD TYP

GROUND ROD

SEE DETAIL C THIS SHEET

3

EARTHEN

COVER

STRUCTURE

DOWN CONDUCTOR #2/0 AWG (TYP 2 PER END)

NOTE3

MAIN CONDUCTOR #2/0AWG

NOTE3

DOWN CONDUCTOR #2/0AWG

GROUND RING (LOOP) ---------� CONDUCTOR #4/0

TYPICAL ECM GROUNDING SECTION

N.T.S.

NOTES:

1. ALL VENTILATORS MAY NOT BE SHOWNFOR CLARITY. ANY VENTILATORS OR OTHERMETALLIC BODIES WHICH RISE ABOVE FINISHEDGRADE WITHIN MUNITIONS STORAGE SHALLHAVE AN AIR TERMINAL ATOP AND BONDED TONEAREST GROUNDING ELECTRODE SYSTEM SIMILARLYAS SHOWN.

2. CONDUCTORS SHALL BE MINIMUM #2/0 AWGUNLESS OTHERWISE NOTED.

3. PROVIDE SOLID CONCRETE BLOCK ON WHICHTO SECURE AIR TERMINAL BASE. PLACE BLOCK ATTOP OF EARTH COVER.

4. SEE STRUCTURAL DRAWINGS FOR REBARBONDING DETAILS, THAT ESTABLISHELECTRICAL CONTINUITY BETWEENSTRUCTURAL PANELS.

2

A


1

AIR TERMINAL 24" ABOVE VENTILATOR TOP

STRAP SUPPORT

US Army Corps of Engineers Huntsville Center

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C 29ft 10in

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*** SAFETY FIRST***

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A 104E104

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NOTES:

1. ALL VENTILATORS MAY NOT BE SHOWNFOR CLARITY. ANY VENTILATORS OR OTHERMETALLIC BODIES WHICH RISE ABOVE FINISHED GRADE WITHIN MUNITIONS STORAGE SHALL HAVE AN AIR TERMINAL ATOP AND BONDED TOGROUND SIMILARLY AS SHOWN.

2. GROUNDING CONNECTIONS NOT SHOWN FORCLARITY.

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BID OPTION FOR: MUNITIONS MAINTENANCE FACILITY AND …

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Transcript of BID OPTION FOR: MUNITIONS MAINTENANCE FACILITY AND …