Amendment 5 Revised Drawings(updated 22Nov19).pdf
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- Attached to
- W9123820B0001 - Tracy ACP Federal contract opportunity
- Solicitation number
- W91238-20-B-0001
About this file
This pre-solicitation notice is for upgrade of the main gate access control point at Defense Depot San Joaquin in Tracy, California. The Corps of Engineers will issue solicitation number W91238-20-B-0001 through FedBizOpps by the end of October 2019 for upgrading facilities including a gatehouse, visitor control center, vehicle inspection facility, guard booths and overwatch buildings. The estimated cost range is $15-25 million. The period of performance after notice to proceed is 540 days. The NAICS code is 236220 for construction of institutional buildings. The size standard is $36.5 million. Interested parties must register in the System for Award Management and FedBizOpps to access solicitation documents, which will be posted electronically only. All questions should be directed to the named contracting specialist.
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ELEVATION C AND (A MIRRORED) ELEVATION D
ELEVATION B SIMILAR
FIN.
FLOOR
FIN.
CEILING
/2
FIELD INSTALLED MASONARY
VENEER FINISH
STANDING SEAM HIP ROOF
W/ EXTENDED OVERHANG
TINTED GLAZING
DURASTEEL WITH UL 752
LEVEL 3 BULLET RESISTANT
CONSTRUCTION
HVAC UNITHVAC UNIT
OPEN
/2
INFRARED RADIANT HEATER
NOTE : DOOR CLEAR
OPENING TO BE 32"
ROOF OVERHANG
C
A
D
HMD-SL-BR
HMD-SL-BR
B
HVAC
(HIGH)
10' - 0"
3' - 2"3' - 8"3' - 2"
3"x3" ANCHOR TAB W/
3/4" DIA. HOL (TYP. 4)
24" DEEP STAINLESS
STEEL WORK COUNTER
1. THE ENTIRE DESIGN OF THIS BUILDING SHALL BE
CONSIDERED "DELEGATED ENGINEERED SYSTEMS" AS
DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01. SEE PROJECT
SPECIFICATION FOR PREMANUFACTURED STRUCTURES.
2. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET
OF SHOP DRAWINGS (INCLUSIVE OF MECHANICAL,
ELECTRICAL AND STRUCTURAL DESIGN DRAWINGS) TO
ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE BUILDING
FABRICATION. REVIEW OF SHOP DRAWINGS BY THE
ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH
THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR WILL
REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING,
FABRICATION, AND FOR CORRECT FITTING OF ALL
COMPONENTS AND MEMBERS INCLUDING COORDINATION
WITH OTHERS TRADES. SHOP DRAWING SUBMITTALS
PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE
ORDER. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A
LETTER OR DETAIL TO THE ARCHITECT/ENGINEER FOR
APPROVAL. NOTE REFER TO NOTE NO. 7 BELOW FOR
ADDITIONAL MECHANICAL REQUIREMENTS.
3. ELECTRICAL, MECHANICAL, COMMUNICATIONS AND
SECURITY CONTROLS SYSTEMS SWITCHES WILL BE WALL
MOUNTED. PREMANUFACTURED STRUCTURES BUILDING
MANUFACTURER SHALL PROVIDE ELECTRICAL, MECHANICAL,
COMMUNICATIONS AND SECURITY CONTROLS SYSTEMS
INFRASTRUCTURE WITH IN-WALL CONDUIT PATHWAYS, AND
CONTRACTOR SHALL CONNECT AND ANCHOR SURFACE
MOUNTED CONTROLS SWITCHES AND PLATES AS REQUIRED
FOR CONTROLS EQUIPMENT CONNECTIVITY PER ELECTRICAL
AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR
PERFORMANCE REQUIREMENTS. TYPICAL MOUNTING HEIGHT
RANGE FOR CONTROLS IS BETWEEN 36" AND 48" ABOVE
FINISH FLOOR. SHOP DRAWINGS SHALL INCLUDE TYPE AND
SIZE OF IN-WALL CONDUIT PATHWAYS AND PROPOSED
TERMINIATIONS LOCATIONS.
4. ANCHORING WITH EXPANSION ANCHORS SHALL BE
DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17,
ASSUMING CRACKED CONCRETE CONDITIONS. EXPANSION
BOLTS TO BE OF DIAMETER, EMBEDMENT AND FINISH AS
INDICATED ON THE DRAWINGS AND SPECIFICATIONS. UNLESS
NOTED OTHERWISE, USE 1/2" DIA. CARBON STEEL BOLTS WITH
3.5" EFFECTIVE EMBEDMENT. LOAD VALUES FOR KB-TZ AS
MANUFACTURED BY HILTI HAVE BEEN USED AS THE BASIS OF
DESIGN. PROVIDE ANY APPROPRIATE EXPANISION ANCHOR
WITH EQUIVALENT SHEAR AND TENSION CAPACITIES AFTER
MODIFICATION DUE TO EMEBEMENT, SPACING AND EDGE
DISTANCES. LOAD CAPACITIES SHALL BE BASED ON TESTS IN
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193. INSTALL
ANCHORS PER THE MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS. OTHER AVAILABLE MANUFACTURERS
INCLUDE SIMPSON AND POWERS FASTENERS. CONCRETE IN
WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR
WEIGHT (145 PCF, MIN.) WITH A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI. ANCHOR DIAMETER
REFERS TO THE THREAD SIZE.
5. ANCHORING WITH ADHESIVE ANCHOR SIZES SHALL BE
BASED ON HILTI HIT HY-200, ADHESIVE ANCHOR SYSTEM WITH
HAS THREADED ROD. ANY SYSTEM CONSISTING OF AN
EQUIVALENT TWO-COMPONENT STRUCTURAL GRADE
INJECTION MATERIAL CONFORMING TO ASTM C881 THAT
MEETS OR EXCEEDS THE CAPACITIES OF THE HILTI SYSTEM
AND IS APPROVED BY THE STRUCTUAL ENGINEER MAY BE
USED. ANCHOR SYSTEM MUST BE SHOWN TO HAVE
APPROVAL FROM THE ICC WITH A DOCUMENTED ICC
EVALUATION SERVICES REPORT. EXPOXY ANCHORS SHALL BE
DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17
ASSUMING CRACKED CONCRETE CONDITIONS. CONCRETE IN
WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR
WEIGHT (145 PCF MIN) WITH A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4,000 PSI. TESTING OF CORE SAMPLES TO BE
PERFORMED BY THE CONTRACTOR AS NEEDED TO
DEMONSTRATE EXISTING CONCRETE STRENGTH, OR
CONSTRACTOR TO OBTAIN RECORDS OF ORIGINAL TEST
SAMPLES. ALL EPOXY ANCHOR INSTALLATIONS SHALL
COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS
AND SPECIFICATIONS. DUST SHALL BE BLOWN FROM THE
HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHOR
SEATING DEPTH AND TO PROVIDE A CLEAN BONDING
SURFACE. ADDITIONALLY, THE HOLE SHALL BE BRUSHED WITH
A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.
EPOXY SHALL ONLY BE APPLIED TO CLEAN DRY SURFACES.
BASE MATERIAL TEMPERATURE MUST NOT BE BELOW 40 F.
6. THE BUILDING WILL ARRIVE ON-SITE AS A FULLY
ASSEMBLED PREMANUFACTURED STRUCTURE, AND THE
CONTRACTOR IS REPSONSIBLE TO PROVIDE A CRANE OR LIFT
SYSTEM PER MANUFACTURER'S REQUIREMENTS TO PLACE
THE BUILDING IN THE DESIGNED LOCATION ONTO A
CONCRETE PAD WHERE IT WILL BE PREMANANTLY
ANCHORED; SEE CIVIL DRAWINGS FOR LOCATION
7. PROVIDE COMPLETE THRU-WALL HEATING,
VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM TO
MAINTAIN CONDITIONS INDOORS AT 78F DRY BULB/50%
RELATIVE HUMIDITY MAXIMUM IN THE SUMMER AND 68 F DRY
BULB/30% RELATIVE HUMIDITY MINIMUM IN THE WINTER.
OUTDOOR CONDITIONS ARE 97.9 F DRY BULB/68.8 F WET BULB
IN THE SUMMER AND 32.7 F DRY BULB IN THE WINTER.
PROVIDE ASHRAE 62.1-2010 OUTDOOR AIR (VENTILATION) TO
THE SPACE THROUGH THE HVAC UNIT. HVAC COIL CAPACITY
CALCULATIONS SHALL INCLUDE HEAT LOSSES DUE TO
VENTILATION AIR, OCCUPANTS, OFFICE EQUIPMENT,
LIGHTING, ENVELOPE INSULATION VALUE, ETC. PROVIDE
SEISMIC BRACING ON EQUIPMENT, DUCTWORK, PIPING, ETC.
AS REQUIRED. ALSO PROVIDE ELECTRIC INFRARED RADIANT
HEATER ON EXTERIOR OF GUARD BOOTH, MOUNTED
DIRECTLY OVER EXIT DOORWAY AT A 45-DEGREE ANGLE WITH
MANUAL OCCUPANT ON/OFF DIAL AND TIMER INSIDE THE
GUARD BOOTH, ADJACENT TO DOOR. UNIT CAPACITY SHALL
BE 1,500 WATTS (5,118 BTU) AND RATED FOR OUTDOOR USE.
INSTALL ALL HVAC EQUIPMENT PER MANUFACTURER
RECOMMENDATIONS. SEE MECHANICAL-SERIES DRAWING
SHEET M-001 FOR VISITOR CONTROL CENTER AND DIVISION
22/23 SPECIFICATIONS FOR GENERAL NOTES REGARDING THE
HVAC PROJECT SCOPE AND REQUIREMENTS.
8. FINISH AND COLOR SELECTIONS FOR INTERIOR AND
EXTERIOR SURFACES, INCLUSIVE OF ROOFING, WALL PANELS,
DOORS, WINDOWS, INTERIOR WALL PANELS, CASEWORK,
COUNTERS, AND OTHER ELEMENTS THAT WILL BE VISIBLE TO
THE PUBLIC, WILL BE CHOSEN AS PART OF THE SHOP
DRAWING REVIEW PROCESS, AND WILL BE SELECTED FROM
THE BUILDINGS MFG'S. STANDARD COLOR SELECTIONS,
UNLESS OTHERWISE DIRECTED ON THE DRAWINGS.
UL 752 LEVEL 3 BULLET RESISTANT CONSTRUCTION, SLIDING DOOR, TINTED GLAZING, FACTORY ADHERED BRICK FINISH, THRU WALL HAVC, EXTERIOR LIGHTING AND STANDING SEAM HIP ROOF WITH EXTENDED OVERHANG
1. ROOF INCLUDES A FULLY INSTALLED STANDING SEAM METAL ROOF.
2. A CONTINUOUS SHEET OF HARDENED BALLISTIC RATED STEEL IS USED FOR EACH WALL TO CREATE A SEAMLESS BALLISTIC BARRIER FROM GRADE TO THE ROOF LINE.
3. BULLET RESISTANT STEEL TOP-SUSPENDED SLIDING DOOR.
4. DURABLE STEEL CONSTRUCTION CONSISTING OF STRUCTURAL ASTM A500 GRADE B WELDED STEEL EXTERIOR WALL PANELS AND 16 GUAGE INTERIOR WALL PANELS.
5. FULLY INSULATED WALLS AND CEILING.
6. WINDOWS ARE CLEAR OR TINTED GLAZING AND SLIDING TYPE.
7. 1 1/2" SOLID INSULATING FLOOR STRUCTURE WITH MAINTENANCE-FREE ALUMINUM TREADPLATE FINSIHED SURFACE.
8. ALL STEEL SURFACES ARE ELECTROSTATICALLY PAINTED WITH RUST INHIBITIVE EPOXY PRIMER AND HAVE A FINISHED COAT OF AN AIR DRY INDUSTRIAL ARCYLIC PAINT.
9. EXTERIOR FACADE FINISH COLORS TO MATCH BUILDING 128 IN ALL RESPECTS.
GUARD BOOTH DESIGN CRITERIA
DEGREES F
WET BULB
51.5
DEGREES F
WET BULB
% RELATIVE
HUMIDITY
% RELATIVE
HUMIDITY
SUMMER 78.0
DEGREES F
DRY BULB
WINTER 68.0
DEGREES F
DRY BULB
NOTES: 1. SETPOINT DATA BASED ON UFC 3-410-01 REQUIREMENTS.
INDOOR DESIGN CONDITIONS
68.8
DEGREES F
WET BULB
SUMMER 97.9
DEGREES F
DRY BULB
WINTER 32.7 DEGREES F
NOTES: 1. WEATHER DATA BASED ON ASHRAE CLIMACTIC DATA,
UFC 3-400-02, AND UFC 3-410-01 REQUIREMENTS.
OUTDOOR DESIGN CONDITIONS
COLOR FINISH NOTES:
1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)
2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.
3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.
4. DOORS AND FRAMES TO MATCH ROOFING COLOR.
5. WINDOW FRAMES TO MATCH ROOFING COLOR.
6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.
US Army Corps of Engineers ®
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BIM 360://60587539-R19-Upgrade ACP DLA Tracy/A_TRACY_GUARD_BOOTH.rvt
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ELEVATIONS2
1/2" = 1'-0"A-501
PLAN VIEW1
0 1' 2' 4'
INTERNATIONAL BUILDING CODE ANALYSIS:
CONSTRUCTION TYPE:
A. TYPE V-NS
B. NON-RATED
C. UNPROTECTED STRUCTURE
D. NON-SPRINKLER
OCCUPANCY TYPE: "B"
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** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE
MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.
WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE
MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE
PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE
SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED
PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR
SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY
VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER
AND THE METAL PANELS ABOVE.
FINISH CEILING
8' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.W.
9' - 2"
T.O.S.
0' - 0"
SEE 5/A-201 FOR GUTTER DETAILS
FINISH CEILING
8' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.W.
9' - 2"
T.O.S.
0' - 0"
AB
FINISH CEILING
8' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.W.
9' - 2"
T.O.S.
0' - 0"
1 2
FOUNDATION PADALL DOORS TO BE BALLISTIC
RATED & MIN 3070, TYP.
FIELD INSTALLED MASONRY VENEER TO
MATCH VCC COLOR SELECTION.
INSTALLED BY GENERAL CONTRACTOR
STANDING SEAM METAL
ROOF FULLY INSULATED
TYP BALLISTIC RATED
WINDOW. MIN 3040 ALL
WINDOWS
BALLISTIC RATED MTL
WALL PANELS
T
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12" TO CL
24" TO CL
#12 BUILDING SIGN CENTERED ON
FINISH CEILING. SEE 12/AI-501
ROOM SIGN TYP. SEE #11/AI-
501 FURNISHED & INSTALLED
BY GENERAL CONTRACTOR
SEE 5/A-201 FOR GUTTER DETAILS
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BY GENERAL CONTRACTOR
ROOM SIGN TYP. SEE #6/AI-
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BY GENERAL CONTRACTOR
12" TO CL
FINISH CEILING
8' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.W.
9' - 2"
T.O.S.
0' - 0"
A B
24" TO CL
#12 BUILDING SIGN CENTERED ON
FINISH CEILING. SEE 12/AI-501
COLOR FINISH NOTES:
1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)
2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.
3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.
4. DOORS AND FRAMES TO MATCH ROOFING COLOR.
5. WINDOW FRAMES TO MATCH ROOFING COLOR.
6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.
HEAVY DUTY SUPPORT BRACKETS
@ 30" CENTERS. (OPTIONAL)
HEAVY DUTY INTERIOR STRAPS
@ 30" CENTER.
GUTTER PROFILE 10' LENGTH, 1"
TELESCOPING JOINTS.
#10 X 2" S.S. WOOD SCREWS
1-1/2" STAINLESS NAILS OR #10
X 1 1/2" S.S. WOOD SCREWS.
ALUMINUM RIVET TO SECURE
INTERIOR STRAP OT GUTTER.
0' - 5"
0' - 4"
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WEST ELEVATION
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NORTH ELEVATION
3/8" = 1'-0"3
EAST ELEVATION
3/8" = 1'-0"4
SOUTH ELEVATION
3" = 1'-0"5
INDUSTRIAL SERIES COMMERCIAL
GUTTER SYSTEM G1-R6
** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE
MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.
WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE
MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE
PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE
SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED
PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR
SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY
VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER
AND THE METAL PANELS ABOVE.
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FINISH CEILING
8' - 2"
FOUNDATION PADFIELD INSTALLED MASONRY
VENEER TO MATCH VCC
COLOR SELECTION
STANDING SEAM METAL
ROOF FULLY INSULATED
TYP BALLISTIC RATED WINDOW.
MIN 3040 ALL WINDOWS
BALLISTIC RATED MTL
WALL PANELS
ALL DOORS TO BE BALLISTIC
RATED & MIN 3070, TYP.
SEE 5/A-201 FOR GUTTER PROFILE
#12 BUILDING SIGN CENTERED ON
FINISH CEILING. SEE 12/AI-501
ROOM SIGN TYP. SEE #11/AI-
501 FURNISHED & INSTALLED
BY GENERAL CONTRACTOR
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48" TP CL
12" TO CL
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ROOM SIGN TYP. SEE #10/AI-
501 FURNISHED & INSTALLED
BY GENERAL CONTRACTOR
EQEQ
ROOM SIGN TYP. SEE #6/AI-
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BY GENERAL CONTRACTOR
AB
T.O.W.
9' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.S.
0' - 0"
FINISH CEILING
8' - 2"
A B
T.O.W.
9' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.S.
0' - 0"
FINISH CEILING
8' - 2"
2 1
T.O.W.
9' - 2"
FINISH FLOOR
LINE
0' - 2"
T.O.S.
0' - 0"
FINISH CEILING
8' - 2"
SEE 5/A-201 FOR GUTTER DETAIL
12" TO CL
T
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COLOR FINISH NOTES:
1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)
2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.
3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.
4. DOORS AND FRAMES TO MATCH ROOFING COLOR.
5. WINDOW FRAMES TO MATCH ROOFING COLOR.
6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.
HEAVY DUTY SUPPORT BRACKETS
@ 30" CENTERS. (OPTIONAL)
HEAVY DUTY INTERIOR STRAPS
@ 30" CENTER.
GUTTER PROFILE 10' LENGTH, 1"
TELESCOPING JOINTS.
#10 X 2" S.S. WOOD SCREWS
1-1/2" STAINLESS NAILS OR #10
X 1 1/2" S.S. WOOD SCREWS.
ALUMINUM RIVET TO SECURE
INTERIOR STRAP OT GUTTER.
0' - 5"
0' - 4"
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BIM 360://60587539-R19-Upgrade ACP DLA Tracy/A_TRACY_GATEHOUSE.rvt
11/21/2019 3:58:36 PM
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100% DESIGN - 14 JUNE 2019
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3/8" = 1'-0"2
EAST ELEVATION
3/8" = 1'-0"1
NORTH ELEVATION
3/8" = 1'-0"3
SOUTH ELEVATION
3/8" = 1'-0"4
WEST ELEVATION
3" = 1'-0"5
INDUSTRIAL SERIES COMMERCIAL
GUTTER SYSTEM G1-R6
** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE
MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.
WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE
MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE
PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE
SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED
PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR
SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY
VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER
AND THE METAL PANELS ABOVE.
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22"
3"x3" ANCHOR TAB W/
3/4"DIA. HOLE (TYP. 4)
ROOF OVERHANG
C
A
D
HMD-SL-BR
B
HVAC
(HIGH)
HMD-SL-BR
6' - 0"
32" CLR OPNG
32" CLR OPNG
ELEVATION A AND (C MIRRORED) ELEVATION D (B MIRRORED W/O HVAC UNIT)
FIN.
FLOOR
FIN.
CEILING
/2
STANDING SEAM HIP ROOF
W/ EXTENDED OVERHANG.
DURASTEEL WITH UL 752
LEVEL 3 BULLET RESISTANT
CONSTRUCTION.
FIELD APPLIED MASONRY
VEENER FINISH
TINTED GLAZING
HVAC UNIT
SLIDING DOOR W/ MIN
32" CLR OPENING WHEN
DOOR IS OPEN
1. THE ENTIRE DESIGN OF THIS BUILDING SHALL BE
CONSIDERED "DELEGATED ENGINEERED SYSTEMS" AS
DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01. SEE PROJECT
SPECIFICATION FOR PREMANUFACTURED STRUCTURES.
2. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET
OF SHOP DRAWINGS (INCLUSIVE OF MECHANICAL,
ELECTRICAL AND STRUCTURAL DESIGN DRAWINGS) TO
ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE BUILDING
FABRICATION. REVIEW OF SHOP DRAWINGS BY THE
ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH
THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR WILL
REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING,
FABRICATION, AND FOR CORRECT FITTING OF ALL
COMPONENTS AND MEMBERS INCLUDING COORDINATION
WITH OTHERS TRADES. SHOP DRAWING SUBMITTALS
PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE
ORDER. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A
LETTER OR DETAIL TO THE ARCHITECT/ENGINEER FOR
APPROVAL. NOTE REFER TO NOTE NO. 7 BELOW FOR
ADDITIONAL MECHANICAL REQUIREMENTS.
3. ELECTRICAL, MECHANICAL, COMMUNICATIONS AND
SECURITY CONTROLS SYSTEMS SWITCHES WILL BE WALL
MOUNTED. PREMANUFACTURED STRUCTURES BUILDING
MANUFACTURER SHALL PROVIDE ELECTRICAL, MECHANICAL,
COMMUNICATIONS AND SECURITY CONTROLS SYSTEMS
INFRASTRUCTURE WITH IN-WALL CONDUIT PATHWAYS, AND
CONTRACTOR SHALL CONNECT AND ANCHOR SURFACE
MOUNTED CONTROLS SWITCHES AND PLATES AS REQUIRED
FOR CONTROLS EQUIPMENT CONNECTIVITY PER ELECTRICAL
AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR
PERFORMANCE REQUIREMENTS. TYPICAL MOUNTING HEIGHT
RANGE FOR CONTROLS IS BETWEEN 36" AND 48" ABOVE
FINISH FLOOR. SHOP DRAWINGS SHALL INCLUDE TYPE AND
SIZE OF IN-WALL CONDUIT PATHWAYS AND PROPOSED
TERMINIATIONS LOCATIONS.
4. ANCHORING WITH EXPANSION ANCHORS SHALL BE
DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17,
ASSUMING CRACKED CONCRETE CONDITIONS. EXPANSION
BOLTS TO BE OF DIAMETER, EMBEDMENT AND FINISH AS
INDICATED ON THE DRAWINGS AND SPECIFICATIONS. UNLESS
NOTED OTHERWISE, USE 1/2" DIA. CARBON STEEL BOLTS WITH
3.5" EFFECTIVE EMBEDMENT. LOAD VALUES FOR KB-TZ AS
MANUFACTURED BY HILTI HAVE BEEN USED AS THE BASIS OF
DESIGN. PROVIDE ANY APPROPRIATE EXPANISION ANCHOR
WITH EQUIVALENT SHEAR AND TENSION CAPACITIES AFTER
MODIFICATION DUE TO EMEBEMENT, SPACING AND EDGE
DISTANCES. LOAD CAPACITIES SHALL BE BASED ON TESTS IN
ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193. INSTALL
ANCHORS PER THE MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS. OTHER AVAILABLE MANUFACTURERS
INCLUDE SIMPSON AND POWERS FASTENERS. CONCRETE IN
WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR
WEIGHT (145 PCF, MIN.) WITH A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI. ANCHOR DIAMETER
REFERS TO THE THREAD SIZE.
5. ANCHORING WITH ADHESIVE ANCHOR SIZES SHALL BE
BASED ON HILTI HIT HY-200, ADHESIVE ANCHOR SYSTEM WITH
HAS THREADED ROD. ANY SYSTEM CONSISTING OF AN
EQUIVALENT TWO-COMPONENT STRUCTURAL GRADE
INJECTION MATERIAL CONFORMING TO ASTM C881 THAT
MEETS OR EXCEEDS THE CAPACITIES OF THE HILTI SYSTEM
AND IS APPROVED BY THE STRUCTUAL ENGINEER MAY BE
USED. ANCHOR SYSTEM MUST BE SHOWN TO HAVE
APPROVAL FROM THE ICC WITH A DOCUMENTED ICC
EVALUATION SERVICES REPORT. EXPOXY ANCHORS SHALL BE
DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17
ASSUMING CRACKED CONCRETE CONDITIONS. CONCRETE IN
WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR
WEIGHT (145 PCF MIN) WITH A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4,000 PSI. TESTING OF CORE SAMPLES TO BE
PERFORMED BY THE CONTRACTOR AS NEEDED TO
DEMONSTRATE EXISTING CONCRETE STRENGTH, OR
CONSTRACTOR TO OBTAIN RECORDS OF ORIGINAL TEST
SAMPLES. ALL EPOXY ANCHOR INSTALLATIONS SHALL
COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS
AND SPECIFICATIONS. DUST SHALL BE BLOWN FROM THE
HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHOR
SEATING DEPTH AND TO PROVIDE A CLEAN BONDING
SURFACE. ADDITIONALLY, THE HOLE SHALL BE BRUSHED WITH
A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.
EPOXY SHALL ONLY BE APPLIED TO CLEAN DRY SURFACES.
BASE MATERIAL TEMPERATURE MUST NOT BE BELOW 40 F.
6. THE BUILDING WILL ARRIVE ON-SITE AS A FULLY
ASSEMBLED PREMANUFACTURED STRUCTURE, AND THE
CONTRACTOR IS REPSONSIBLE TO PROVIDE A CRANE OR LIFT
SYSTEM PER MANUFACTURER'S REQUIREMENTS TO PLACE
THE BUILDING IN THE DESIGNED LOCATION ONTO A
CONCRETE PAD WHERE IT WILL BE PREMANANTLY
ANCHORED; SEE CIVIL DRAWINGS FOR LOCATION.
7. PROVIDE COMPLETE THRU-WALL HEATING,
VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM TO
MAINTAIN CONDITIONS INDOORS AT 78F DRY BULB/50%
RELATIVE HUMIDITY MAXIMUM IN THE SUMMER AND 68 F DRY
BULB/30% RELATIVE HUMIDITY MINIMUM IN THE WINTER.
OUTDOOR CONDITIONS ARE 97.9 F DRY BULB/68.8 F WET BULB
IN THE SUMMER AND 32.7 F DRY BULB IN THE WINTER.
PROVIDE ASHRAE 62.1-2010 OUTDOOR AIR (VENTILATION) TO
THE SPACE THROUGH THE HVAC UNIT. HVAC COIL CAPACITY
CALCULATIONS SHALL INCLUDE HEAT LOSSES DUE TO
VENTILATION AIR, OCCUPANTS, OFFICE EQUIPMENT,
LIGHTING, ENVELOPE INSULATION VALUE, ETC. PROVIDE
SEISMIC BRACING ON EQUIPMENT, DUCTWORK, PIPING, ETC.
AS REQUIRED. SEE MECHANICAL-SERIES DRAWING SHEET
M-001 FOR VISITOR CONTROL CENTER AND DIVISION 22/23
SPECIFICATIONS FOR GENERAL NOTES REGARDING THE HVAC
PROJECT SCOPE AND REQUIREMENTS.
8. FINISH AND COLOR SELECTIONS FOR INTERIOR AND
EXTERIOR SURFACES, INCLUSIVE OF ROOFING, WALL PANELS,
DOORS, WINDOWS, INTERIOR WALL PANELS, CASEWORK,
COUNTERS, AND OTHER ELEMENTS THAT WILL BE VISIBLE TO
THE PUBLIC, WILL BE CHOSEN AS PART OF THE SHOP
DRAWING REVIEW PROCESS, AND WILL BE SELECTED FROM
THE BUILDINGS MFG'S. STANDARD COLOR SELECTIONS,
UNLESS OTHERWISE DIRECTED ON THE DRAWINGS.
UL 752 LEVEL 3 BULLET RESISTANT CONSTRUCTION, SLIDING DOOR, TINTED GLAZING, FACTORY ADHERED BRICK FINISH, THRU WALL HAVC, EXTERIOR LIGHTING AND STANDING SEAM HIP ROOF WITH EXTENDED OVERHANG
1. ROOF: INSULATED STANDING SEAM METAL ROOF.
2. A CONTINUOUS SHEET OF HARDENED BALLISTIC RATED STEEL IS USED FOR EACH WALL TO CREATE A SEAMLESS BALLISTIC BARRIER FROM GRADE TO THE ROOF LINE.
3. BULLET RESISTANT STEEL SWING DOOR.
4. DURABLE STEEL CONSTRUCTION CONSISTING OF STRUCTURAL ASTM A500 GRADE B WELDED STEEL EXTERIOR WALL PANELS AND 16 GUAGE INTERIOR WALL PANELS.
5. FULLY INSULATED WALLS AND CEILING.
6. WINDOWS ARE CLEAR OR TINTED GLAZING AND SLIDING TYPE.
7. 1 1/2" SOLID INSULATING FLOOR STRUCTURE WITH MAINTENANCE-FREE ALUMINUM TREADPLATE FINSIHED SURFACE.
8. ALL STEEL SURFACES ARE ELECTROSTATICALLY PAINTED WITH RUST INHIBITIVE EPOXY PRIMER AND HAVE A FINISHED COAT OF AN AIR DRY INDUSTRIAL ARCYLIC PAINT.
9. EXTERIOR FACADE FINISH COLORS TO MATCH BUILDING 128 IN ALL RESPECTS.
10. GUN PORTS SHALL BE PROVEDED ON EACH FACE OF THE OVERWATCH.
11. ALL GUN PORTS SHALL BE USABLE FOR BOTH HANDGUN AND SHOULDER FIRED WEAPONS. GUNPORT DESIGN SHALL NOT REQUIRE WEAPONS TO BE ORIENTED IN AN UNUSUAL WAY (EG. GUNPORT BEING PLACED IMMEDIATELY ABOVE COUNTER AND COUNTER INTERFERING WITH VERTICAL ORIENTATiON OF PISTOL MAGAZINE.)
OVERWATCH DESIGN CRITERIA
DEGREES F
WET BULB
51.5
DEGREES F
WET BULB
% RELATIVE
HUMIDITY
% RELATIVE
HUMIDITY
SUMMER 78.0
DEGREES F
DRY BULB
WINTER 68.0
DEGREES F
DRY BULB
NOTES: 1. SETPOINT DATA BASED ON UFC 3-410-01 REQUIREMENTS.
INDOOR DESIGN CONDITIONS
68.8
DEGREES F
WET BULB
SUMMER 97.9
DEGREES F
DRY BULB
WINTER 32.7 DEGREES F
NOTES: 1. WEATHER DATA BASED ON ASHRAE CLIMACTIC DATA,
UFC 3-400-02, AND UFC 3-410-01 REQUIREMENTS.
OUTDOOR DESIGN CONDITIONS
COLOR FINISH NOTES:
1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)
2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.
3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.
4. DOORS AND FRAMES TO MATCH ROOFING COLOR.
5. WINDOW FRAMES TO MATCH ROOFING COLOR.
6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.
US Army Corps of Engineers ®
SHEET OF
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SHEET NOTES
BIM 360://60587539-R19-Upgrade ACP DLA Tracy/A_TRACY_OVERWATCH.rvt
11/21/2019 4:00:01 PM
261254
A-501
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1/2" = 1'-0"A-501
OVERWATCH PLAN VIEW1
1/2" = 1'-0"A-501
OVERWATCH ELEVATIONS2
0 1' 2' 4'
NOTE: OVERWATCH DOOR REQUIREMENTS.
PROVIDE A MINIMUM 32" CLEAR OPENING (CLEAR WHEN DOOR IS FULLY
OPEN). PROVIDE A MIN 6'-8' HIGH SLIDING DOOR AS SHOWN. THAT WHEN
FULLY RETRACTED WILL PROVIDE THE REQUIRED 32" CLEAR OPENING.
THE DOOR SHALL BE DESIGNED SUCH THAT WHEN FULLY CLOSED, THE
DOOR SHALL OVERLAP THE BACK JAMB A MIN OF 1.5" AS TO NOT ALLOW
OBJECTS TO FREELY PASS BETWEEN THE JAMB AND FRAME.
OVERWATCH BUILDING IS CURRENTLY DESIGNED AT 6'-0" x 6'-0" FOR A
GROSS TOTAL OF 36 SF. PRE 10 UFC 2853, THE BUILDING AREA MAY BE
INCREASED BY 10 PERCENT TO A MAXIMUM OF 39.5 SF (AND OR
EXTENDED A DISTANCE OF 4.92") TO ALLOW FOR MEETING THE MINMUM
DOOR CLEARANCES.
INTERNATION BUILDING CODE ANALYSIS:
CONSTRUCTION TYPE:
A. TYPE V-NS
B. NON-RATED
C. UNPROTECTED STRUCTURE
D. NON-SPRINKLER
OCCUPANCY TYPE: "B" 2
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** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE
MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.
WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE
MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE
PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE
SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED
PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR
SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY
VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER
AND THE METAL PANELS ABOVE.
| Tracy DLA Bldg 130_Sht-A-501_Inquiry ID 8278523 Resp 11212019 |
| Sheets |
| A-501 - PLAN VIEW / ELEVATION |
| Tracy DLA Bldg 131_Sht-A-201_Inquiry ID 8278523 Resp 11212019 |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| Tracy DLA Bldg 133_Sht-A-201_Inquiry ID 8278523 Resp 11212019 |
| Sheets |
| A-201 - EXTERIOR ELEVATIONS |
| Tracy DLA Bldg 134_Sht-A-501_Inquiry 8278523 Resp 11212019 |
| Sheets |
| A-501 - PREFABRICATED OVERWATCH |
File details come from the government source that posted it. Updated .