Attachment 02_Drawings_SCIF.pdf
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- Solicitation number
- W50S8R-22-B-0002
About this file
This document is a solicitation notice for relocating a modular sensitive compartmented information facility (SCIF) from Fort Smith, Arkansas to Mansfield, Ohio. The 179th Airlift Wing Contracting Office is seeking bids to disassemble and transport the existing 157x64 foot SCIF unit from its current location at the 188th Air National Guard in Fort Smith to the 179th Air National Guard in Mansfield, where it will be reassembled. The estimated construction duration is 150 calendar days from notice to proceed. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million average annual revenue. Bids are due by September 19, 2022. Questions should be directed to Gordon Strom. Interested parties must register in the System for Award Management and check the website periodically for any amendments.
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T I T
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REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
NOTES:
1. FIRE ALARM SYSTEM & MASS NOTIFICATION DESIGN & INSTALLATION TO BE PROVIDED
BY ICON SUBCONTRACTOR UNDER SEPARATE COVER.
2. FIRE SUPPRESSION SPRINKLER SYSTEM DESIGN & INSTALLATION TO BE PROVIDED BY
ICON SUBCONTRACTOR UNDER SEPARATE COVER.
3. SECURITY/CCTV SYSTEM DESIGN & INSTALLATION TO BE PROVIDED BY ICON
SUBCONTRACTOR UNDER SEPARATE COVER.
4. DRINKING FOUNTAINS, RESTROOMS & MOP (SERVICE) SINK ARE TO BE PROVIDED IN
ANOTHER BUILDING ON SITE.
5. ACCESS CONTROL / INTRUSION DETECTION SYSTEM DESIGN & INSTALLATION TO BE
PROVIED BY ICON SUBCONTRACTOR UNDER SEPARATE COVER.
2 3 4 5
NOTE : ALL BUILDING PREP (ELECTRICAL, STRUCTURAL, MECHANICAL, OR
OTHERWISE) FOR EQUIPMENT INSTALLED ON SITE BY OTHERS IS BASED ON
INFORMATION PROVIDED TO ICON CONSTRUCTION WHO IN TURN IS RELIEVED OF
ALL RESPONSIBILITY FOR ANY DISCREPANCIES FOUND AFTER PLAN APPROVAL.
COLOR CHART
FLOOR COVERING - VCT (VINYL COMPOSITION TILE )
51830 - COTTAGE TAN
FLOOR COVERING RAISED FLOOR- CARPET SHACKLETON GREY
FLOOR COVERING RAISED FLOOR- HARD SURFACE GRAY MATRIX MR6001FT
COVE BASE AT VCT- VINYL P-140 - FAWN
INTERIOR WALL COVERING - VINYL COVERED GYPSUM RUFF STUFF FROST
ROOF - EPDM BLACK
EXTERIOR SIDING - METAL LIGHT STONE
EXTERIOR BUILDING TRIM (INCL. DOOR TRIM)
RUSTIC RED
EXTERIOR DOOR & FRAME LIGHT STONE
INTERIOR DOOR - METAL STC ICON WHITE
INTERIOR FRAME AT METAL DOOR ICON WHITE
DESIGN CRITERIA :
UFC 1-200-01, REVISION 11/01/2014, GENERAL BUILDING REQUIREMENTS
UFC 3-600-01, REVISION 3/01/2013, FIRE PROTECTION ENGINEERING FOR FACILITIES
UFC 4-010-01, REVISION 10/01/2013, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
ICD/ICS 705, IC TECHNICAL SPECIFICATION
INTERNATIONAL BUILDING CODE, 2012, WITH UFC MODIFICATIONS
NFPA 70, 2008 EDITION, NATIONAL ELECTRICAL CODE
NFPA 101, 2009 EDITION, LIFE SAFETY CODE
OCCUPANCY CLASS: B
CONSTRUCTION TYPE: VB
157X64 MODULAR SCIF
FT SMITH, AR
DESIGN LOADS:
FLOOR LIVE LOAD: 300 PSF
ROOF LIVE LOAD: 20 PSF
GROUND SNOW LOAD: 0 PSF
BASIC WIND SPEED: 90 MPH
IMPORTANCE FACTOR: 1.0
EXPOSURE: B
SITE CLASS: D
OCCUPANCY CATEGORY: CATEGORY IV
SEISMIC DESIGN CATEGORY: D
BUILDING AREA: 10,048 S.F.
OCCUPANT LOAD: 101
DRAWING INDEX
G-1 TITLE SHEET
C-1 SITE PLAN
A-1 EXTERIOR RENDER
A-1.1 INTERIOR RENDER
A-2 FLOOR PLAN
A-3 EXTERIOR ELEVATIONS
A-4 BUILDING CROSS SECTION
A-4.1 BUILDING SECTION DETAIL
A-4.2 WALL CROSS SECTION DETAILS
A-4.3 MODULAR PERSPECTIVES
A-5 INTERIOR ELEVATIONS
A-6 REFLECTED CEILING PLAN
A-6.1 RAISED FLOOR PLAN
S-1 FOUNDATION PLAN
S-2 FLOOR FRAMING PLAN
S-3 PERIMERER FRAME PLAN
S-3.1 PERIMERER FRAME PLAN
S-3.2 PERIMERER FRAME DETAIL
S-4 ROOF FRAMING PLAN
S-5 RIDGE BEAM & RAFTER DETAILS
MEP-1 MEP DETAILS SCHEDULES & NOTES
M-1 HVAC PLAN
M-2 SERVER ROOM HVAC PLAN
T-1 ABOVE CEILING CABLE TRAY LAYOUT
T-2 BELOW FLOOR CABLE TRAY LAYOUT
E-1 ELECTRICAL LIGHTING PLAN
E-2 ELECTRICAL POWER PLAN
E-2.1 SERVER GROUNDING PLAN
E-2.2 SERVER LIGHTING PLAN
E-2.3 EPO DIAGRAM
E-3 ELEC ONE LINE DIAGRAM & GROUNDING SYSTEM
E-3.1 ELEC PANELBOARD SCHEDULE MDP-A - MDP-CB
E-3.2 ELEC PANELBOARD SCHEDULE A-F
E-3.3 ELEC PANELBOARD SCHEDULE G-L
E-3.4 ELEC PANELBOARD SCHEDULE C-CC - KB
E-3.5 ELEC PANELBOARD SCHEDULE B-CA - C-CA
E-3.6 ELEC PANELBOARD SCHEDULE C-CB - J-CB
E-3.7 ELEC PANELBOARD SCHEDULE K-CA - K-CB
5'-0"
8'-4 3/4"
157'-3 3/8"
170'-8 1/8"
REMOVABLE METAL DECK & STEPS
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APPROVED AS IS
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MODULE 'A'
3258 A
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
11'-9"
157'-0"
13'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 13'-9" 11'-9"
SPACE SCHEDULE
NUM NAME
ROOM DESIGNATION
AREA
SF
LENGTH WIDTH PERIMETER
LF
FLOORING
FINISH
MAN TRAP
MAIN ENTRY CORRIDOR
SHARED NIPR/SIPR AREA
SSO/ISO
RPA VTC ROOM
DGS VTC ROOM
DGS SOC
RPA SOC
RPA COMM SUPPORT
RPA SERVER ROOM
STORAGE
WEAPONS & TACTICS
CREW BREIFING
DGS TRAINING ROOM
DGS TRAINING ROOM
DGS SERVER ROOM
DGS COMM SUPPORT
SPRINKLER
39 SF
108 SF
306 SF
293 SF
387 SF
235 SF
1,649 SF
1,659 SF
315 SF
1,149 SF
36 SF
373 SF
367 SF
354 SF
398 SF
1,152 SF
382 SF
39 SF
5'-0"
5'-0"
19'-4 1/2"
24'-4 1/2"
24'-3 1/4"
19'-3 1/4"
53'-0"
53'-0"
13'-4 1/4"
38'-8 1/4"
6'-0 11/16"
24'-3 7/8"
24'-4 1/2"
24'-6 1/2"
24'-6 1/2"
38'-8 1/4"
13'-4 1/4"
6'-6 11/16"
7'-10 3/4"
21'-7 7/8"
15'-9 3/8"
12'-0 1/4"
15'-11 3/8"
12'-2 1/4"
31'-1 1/4"
32'-5"
23'-7 1/4"
29'-11 3/8"
5'-11 3/8"
15'-3 7/8"
15'-0 3/4"
14'-5 1/8"
16'-2 3/4"
29'-11 3/8"
28'-7 5/8"
5'-11 3/8"
25'-9 1/2"
53'-3 3/4"
70'-3 3/4"
72'-9 1/2"
80'-5 1/4"
62'-11"
168'-2 1/2"
170'-10"
73'-11"
137'-3 1/4"
24'-0 1/8"
79'-5 3/4"
78'-10 1/2"
77'-11 1/4"
81'-6 1/2"
137'-11 1/2"
83'-11 3/4"
25'-0 1/8"
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
RAISED FLOOR
VCT
HVAC HVAC
HVAC HVAC HVAC HVAC HVAC HVAC
C R
A C
U N
I T
RPA SOC
RAISED FLOOR
1,659 SF
DGS SOC
RAISED FLOOR
1,649 SF
RPA VTC ROOM
RAISED FLOOR
387 SF
RPA SERVER ROOM
RAISED FLOOR
1,149 SF
WEAPONS & TACTICS
RAISED FLOOR
373 SF
CREW BREIFING
RAISED FLOOR
367 SF
RPA COMM
SUPPORT
RAISED FLOOR
315 SF
DGS SERVER ROOM
RAISED FLOOR
1,152 SF
DGS TRAINING ROOM
RAISED FLOOR
398 SF
SSO/ISO
RAISED FLOOR
293 SF
DGS VTC ROOM
RAISED FLOOR
235 SF
SHARED
NIPR/SIPR
AREA
RAISED FLOOR
306 SF
STORAGE
RAISED FLOOR
36 SF
DGS TRAINING ROOM
RAISED FLOOR
354 SF
DGS COMM SUPPORT
RAISED FLOOR
382 SF
DOOR SCHEDULE
DESG. MARK
DESIGNATION
QTY
NOMINAL SIZE ROUGH OPENING
DIMENSIONS - WIDTH X HEIGHT
DOOR & FRAME MATERIAL GLAZING HARDWARE GRADE FUNCTION KEY* CORE**
SPECIFICATIONS
NOTES
A
B
C
D
E
F
G
H
I
J
3'-0"x6'-8"
(45) 6'-0"x6'-8"
(45) 6'-0"x6'-8"
3'-0"x6'-8"
(45) 3'-0"x6'-8"
(45) 3'-0"x6'-8"
(45) 6'-0"x6'-8"
(50) 3'-0"x6'-8"
(50) 3'-0"x6'-8"
3'-0"x6'-8"
3'-1 3/4" x 6'-9"
6'-1 5/8" x 6'-8 7/8"
6'-1 5/8" x 6'-8 7/8"
3'-1 3/4" x 6'-9"
3'-1 5/8" x 6'-8 7/8"
3'-1 5/8" x 6'-8 7/8"
6'-1 5/8" x 6'-8 7/8"
3'-3 1/2" x 6'-9 1/2"
6'-3 1/2" x 6'-9 1/2"
3'-1 3/4" x 6'-9"
18 GA. STEEL DOOR - 16 GA. K.D. FRAME
STC-45 RATED STEEL DOOR
STC-45 RATED STEEL DOOR
18 GA. STEEL DOOR - 16 GA. K.D. FRAME
STC-45 RATED STEEL DOOR
STC-45 RATED STEEL DOOR
STC-45 RATED STEEL DOOR
STC-50 RATED STEEL DOOR
STC-50 RATED STEEL DOOR
18 GA. STEEL DOOR - 16 GA. K.D. FRAME
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
LEVER - PANIC
LEVER - PANIC
PANIC
LEVER - LEVER
LEVER - PANIC
LEVER - LEVER
LEVER - LEVER
LEVER - LEVER
LEVER - LEVER
LEVER - LEVER
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
ENTRY
OFFICE
OFFICE
ENTRY
OFFICE
STOREROOM
YES
YES
NO
YES
YES
YES
YES
YES
YES
YES
I-C
I-C
NO
I-C
I-C
I-C
I-C
I-C
I-C
I-C
CLOSER
CLOSER
CLOSER, FLUSHBOLT TOP & BOTTOM FIXED
DOOR, NO EXTERIOR HARDWARE, NO
ASTRAGAL OR MULLION
CLOSER
CLOSER
CLOSER
CLOSER, FLUSHBOLT TOP & BOTTOM FIXED
DOOR, NO EXTERIOR HARDWARE, NO
ASTRAGAL OR MULLION
CLOSER
CLOSER, FLUSHBOLT TOP & BOTTOM FIXED
DOOR, NO EXTERIOR HARDWARE, NO
ASTRAGAL OR MULLION
A
E
F
F
H
F
HF
F
F
F
F
F
F
J
D C
G
G
I
G
C
REMOVABLE GUARD RAIL
R E
M O
V A
B L
E
G
U A
I L
REMOVABLE GUARD RAIL
MAN
TRAP
RAISED
FLOOR
39 SF
MAIN
ENTRY
CORRIDOR
RAISED
FLOOR
108 SF
F E
C
F E
C
F E
C
FEC
M
I N
10'-0" MIN
M
I N
10'-0" MIN
M I N
5'-6" MIN
6'-0" MIN.
M
I N
12'-0" MIN
M
I N
C R
A C
U N
I T
C R
A C
U N
I T
C R
A C
U N
I T
B
OUTSIDE
CRAC UNIT
OUTSIDE
CRAC UNIT
OUTSIDE
CRAC UNIT
OUTSIDE
CRAC UNIT
DOOR FRAME DEPTH SCHEDULE
DESG. MARK
DESIGNATION
QTY FRAME DEPTH
A
B
C
D
E
F
F
F
G
G
H
I
J
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
4 3/4"
4 3/4"
7 3/8"
6 3/4"
7 3/8"
6 3/4"
7 3/8"
7 3/8"
4 3/4"
SUB-FLOOR OF SERVER
ROOM TO BE PAINTED ICON WHITE
SUB-FLOOR OF SERVER
ROOM TO BE PAINTED ICON WHITE
R E
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APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
FIRE EXTINGUISHER CABINET
w/ 10# EXTINGUISHER
DENOTES 3-EA 2x8's #2 DF MIN. & 3-EA MSTA-15
STRAP AT RIDGE BEAM & FLOOR, FASTENED
w/ 12 - 16d X 3 1/4" SINKER NAILS EACH STRAP.
LOAD BEARING WALL
DENOTES SHEAR WALL LOCATION
DENOTES STC-50 RATED WALLS. ALL
OTHER WALLS TO BE STC-45 RATED.
3/4" FIRE RETARDANT TREATED PLYWOOD
8'-0" TALL PAINTED SMOOTH IN PLANT. PAINT
TO BE MASKED AT PLYWOOD FIRE RATING
LABEL.
HEADER MIN. REQUIREMENTS:
UP TO 4'-0": 2X4 #2 DF MIN.
>4'-0" UP TO 6'-0": 2X6 #2 DF MIN.
>6'-0" UP TO 7'-9": 2X8 #2 DF MIN.
>7'-9" UP TO 8'-5": 2X10 #2 DF MIN.
DENOTES 3-EA 2x6's #2 DF MIN. & 2-EA MSTA-15
STRAP AT RIDGE BEAM & FLOOR, FASTENED
w/ 12 - 16d X 3 1/4" SINKER NAILS EACH STRAP.
DOOR LEGEND NOTES:
ALL EXTERIOR DOORS TO HAVE THRESHOLDS, THRESHOLDS NOT TO EXCEED 1/2", AND ARE TO BE BEVELED IF IN EXCESS OF 1/4".
ALL EXTERIOR & STC DOOR CLOSERS TO BE HEAVY DUTY (H.D.) AUTOMATIC NON-HOLD TYPE.
ALL STC DOORS TO HAVE ACOUSTICAL SEALS & SWEEPS.
* KEY VALUE "YES" = ABILITY TO BE KEYED.
** CORE VALUE "I-C" = 8 PIN BEST COMPATIBLE TEMPORARY CONSTRUCTION CORES, SMALL FORMAT, FINAL CORES TO BE PROVIDED AFTER COORDINATION WITH APPLICABLE LOCKSMITH.
DOOR FRAME NOTE - RMS 105, 106, & 112 DBL LAYER OF GYP ON ONE SIDE.
NOTE:
FURNITURE SHOWN IS FOR LAYOUT PURPOSES
ONLY AND IS NOT INCLUDED IN CONTRACT
BLACK EPDM ROOF
RAISED FLOOR 4'-0" TYP.
FINISH FLOOR 3'-0" TYP.
GRADE 0'-0"
1/8
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NOTE:
ALL RAMPS & STEPS TO MEET ADA CODES
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
WEST ELEVATION
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
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64'-0"
TRANSPORTATION HEIGHT: 15'-11 3/4"
1/8
2X12 #2 DF
RAFTER @ 24" O.C.
R-30 & R-11 INSULATION
45 MIL BLACK EPDM ROOF
7/16" OSB DECKING
DBL 2X4 LEDGER
R-25 FIBERGLASS INSULATION IN FLOOR ASSEMBLY
DBL 2X6 TOP PLATE
2X6 BOTTOM PLATE
2x4 #2 DF MIN STUDS @ 16" O.C. TYP.
5/8" TYPE 'X' GYP OR 5/8" SOUND BREAK GYPSUM (SEE SHEET A-4.2)
EXPOSED FACE OF GYPSUM BELOW CEILING TO BE EITHER VINYL COVERED
OR PAINTED "RUFF STUFF FROST" TO MATCH VINYL COVERED GYPSUM
2X8 #2 DF FLOOR JOISTS @16" O.C.
POLY SIMPLEX BOTTOM BOARD
10" I-BEAM PERIMETER FRAME
3/8" X 6" LAG @ 32" O.C. STAGGERED W/ 3/8 FLAT WASHERS
(PROVIDED BY SET UP CREW)
FULL LENGTH CROSSMEMBER @ ENDS
1 1/8" T&G ADVANTECH FLOOR DECKING PAINTED
ICON STD. WHITE IN PLANT @ SERVER ROOMS
VINYL COMPOSITE TILE (VCT) @ SPRINKLER ROOM.
SITE INSTALLED RAISED FLOOR w/ CARPET FINISH TYPICAL
EXCEPT HARD SURFACE FINISH @ SERVER ROOM.
2X2 WHITE SUSPENDED GRID ACOUSTICAL CEILING TILE
THREE LAYER SOLID RIDGE BEAM OF 3/4" 5-LAYER, 5-PLY,
GROUP 1 SPECIES PLYWOOD (2 1/4" THICKNESS EACH
HALF) BOTTOM OF RIDGE BEAM DIAGONALLY BRACED AT
8'-0" O.C. WHERE OPEN SPANS ARE GREATER THAN 15'-0"
SKIRTING INSTALLED ON-SITE AFTER UNIT ASSEMBLY
SKIRTING WALL TO BE SAME CONSTRUCTION AS EXTERIOR WALLS
BOTTOM PLATE OF SKIRTING FRAMING TO BE SECURED TO EXISTING CONCRETE
SLAB w/ CONCRETE ANCHORS @ 4'-0" O.C. MAX & 6" MAX. FROM CORNERS.
NOTE:
1. WHEN FASTENING SHOWN CONFLICTS WITH APPROVED FASTENING SCHEDULE FASTENING SHOWN ON
DRAWINGS SHALL SUPERSEDE FASTENING SCHEDULE.
2. ALL 2X8 AND LARGER WOOD MEMBERS TO BE EITHER #2 DF OR #2 SPF
3. THE BUILDING IS REQUIRED TO BE SET INSIDE (NOT EXPOSED TO ANY WEATHER CONDITIONS) UNLESS THE
ROOF IS SPECIFICALLY DESIGNED FOR DRAINAGE AND/OR PONDING.
26 GA PRE-FINISHED 'R' PANEL OVER HOUSE WRAP
OVER 5/8" TYPE 'X' EXTERIOR GYPSUM
SEE SHEET A-4.1 EXTERIOR FINISH DETAIL
2x4 #2 DF MIN STUDS STAGGERED @ 16" O.C. TYP.
2X4 BLOCKING, SEE SHEET A-4.1 EXTERIOR FINISH DETAIL
R-13 KRAFT BACK FIBERGLASS INSULATION
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TYPICAL DOOR HEADER
& SILL HEIGHT ON INTERIOR WALLS
TYPE 'X' RAW GYP ON BOTTOM OF RAFTER OVER
SOUND BREAK GYPSUM BASE LAYER. SEE SHEET A-4.2
ALL INTERIOR WALLS FULL HEIGHT w/ R-11 INSULATION
EXCEPT FOR HVAC PLENUM WALLS
5/8" TYPE 'X' GYP OR 5/8" SOUND BREAK GYPSUM
SEE SHEET A-4.2
CONTINUOUS FIRE BLOCKING @ 10'-0" AFF
CONTINUOUS FIRE BLOCKING 10' AFF
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FINISHED FLOOR
RAISED FLOOR
4" VINYL COVE BASE
PROVIDED AND INSTALLED ON SITE BY
ACCESS FLOOR INSTALLER TYPICAL,
PLANT PROVIDED & INSTALLED @ SPRINKLER RISER ROOM ONLY
PLANT TO FASTEN TOP HALF OF BATTENS (VERTICAL BETWEEN SEAMS
OF GYPSUM) FOR EASE OF COVE BASE INSTALLATION ON SITE
SEE S-1 FOR BLOCK SPACING
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REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
COLOR CHART
FLOOR COVERING - VCT (VINYL COMPOSITION TILE )
51830 - COTTAGE TAN
FLOOR COVERING RAISED FLOOR- CARPET SHACKLETON GREY
FLOOR COVERING RAISED FLOOR- HARD SURFACE GRAY MATRIX MR6001FT
COVE BASE AT VCT- VINYL P-140 - FAWN
INTERIOR WALL COVERING - VINYL COVERED GYPSUM RUFF STUFF FROST
ROOF - EPDM BLACK
EXTERIOR SIDING - METAL LIGHT STONE
EXTERIOR BUILDING TRIM (INCL. DOOR TRIM)
RUSTIC RED
EXTERIOR DOOR & FRAME LIGHT STONE
INTERIOR DOOR - METAL STC ICON WHITE
INTERIOR FRAME AT METAL DOOR ICON WHITE
T&G FLOOR DECKING
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TERMINATION BAR
EPDM ROOF ONLY
MATELINE FIELD CONNECTION
NTS
MATELINE FIELD CONNECTION @ INTERIOR & EXTERIOR WALLS
NTS
EXTERIOR FINISH DETAIL
NTS
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ROOF SHEATHING
INSULATION ABOVE NYLON
NETTING
RAFTER
RIDGE BEAMS
3/8" X 6" LAG @ 32" O.C. STAGGERED
W/ 3/8 FLAT WASHERS
(PROVIDED BY SET UP CREW)
M A
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3/8" X 6" LAG @ 32" O.C. STAGGERED
W/ 3/8 FLAT WASHERS
(PROVIDED BY SET UP CREW)
DECKING FILLER
STRIP (5 1/2" WIDE)
FLOOR JOIST
DOUBLE END JOIST
10d SCREW SHANK NAILS
@ FLOOR JOIST TO DBL RIM JOIST
PER CHART
FLOOR JOIST TO RIM JOIST & SIDERAIL TO RAFTER
FASTENING SCHEDULE
RAFTER SIZE QTY SPACING FASTENER
2X6 3 1 1/2"O.C.
3" 10d SCREW SHANK NAIL
2X8 4 1 1/2"O.C.
3" 10d SCREW SHANK NAIL
2X10 5 1 1/2"O.C.
3" 10d SCREW SHANK NAIL
2X12 6 1 1/2"O.C.
3" 10d SCREW SHANK NAIL
2x4 SHEATHING BLOCKING BETWEEN
STUD @ 48" O.C. MAX.
FASTENED w/ (3) 0.120"X 3" NAILS
BOTH SIDES
ADVANTECH SPAN RATING
SPACING MATERIAL THICKNESS
16" O.C. 1/2"
20" O.C.
5/8" - (19/32" ACTUAL)
24" O.C.
3/4" - (23/32" ACTUAL)
32" O.C. 7/8"
32" O.C. 1"
48" O.C. 1 1/8"
#10 X 4" SCREWS @ 32" O.C. STAGGERED
(PROVIDED BY SET UP CREW)
26 GA PRE FINISHED 'R' PANEL
5/8" TYPE 'X' EXTERIOR GYPSUM
FASTENED w/ 5d COOLER NAILS @ 7″
O.C. EDGE & 7" O.C. FIELD
EXTERIOR WALL STUDS ATTACHED TO FLOOR
DOUBLE RIM JOIST w/ 1 1/2"x30 GA. STRAPS @ 16" O.C.
(6) 16 GA. STAPLES @ EACH END OF STRAP
EXTERIOR WALL STUDS ATTACHED TO ROOF
SIDERAIL w/ 1 1/2"x30 GA. STRAPS @ 16" O.C.
(6) 16 GA. STAPLES @ EACH END OF STRAP
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5/8" EXTERIOR GYPSUM FASTENED TO ROOF SIDERAIL w/ 6d COOLER NAILS:
(1) ROW @ 4" O.C. EDGE ALONG 64'-0" WALL (MODULE SIDEWALLS)
(1) ROW @ 6" O.C. EDGE ALONG 157'-0" WALL (MODULE ENDWALLS)
5/8" EXTERIOR GYPSUM FASTENED TO FLOOR
DBL RIM JOIST w/ (1) ROW OF 6d COOLER NAILS @:
4" O.C. EDGE ALONG 64'-0" WALL (MODULE SIDEWALLS)
6" O.C. EDGE ALONG 157'-0" WALL (MODULE ENDWALLS)
CONTINUOUS FIRE BLOCKING @ 10'-0" AFF
5/8" INTERIOR GYPSUM ON
EXTERIOR WALLS
FASTENED w/ 5d COOLER NAILS @ 7"
O.C. EDGE &
7" O.C. FIELD (EACH LAYER)
RAFTER TO RIDGE BEAM CONNECTION
NTS
RAFTER TO SIDERAIL CONNECTION
NTS
(6) 16 GA. STAPLES
@ EACH END OF
EACH STRAP
10d SCREW SHANK NAILS
@ SIDERAIL TO RAFTER
PER CHART
RAFTER
SIDERAIL
1 1/2" X 30 GA. STRAP
(6) 16 GA. STAPLES @
EACH END OF EACH
STRAP
1 1/2" X 30 GA. STRAP
10d SCREW SHANK NAILS
@ SIDERAIL TO RAFTER
PER CHART
3/4" PLYWOOD
RIDGE BEAM
RAFTER
SIDERAIL
BRIDGE STRIP FASTENED
w/ SCREWS OR RING SHANK
NAILS @ 6" O.C. STAGGERED
OR w/ 1 1/2"x1 1/2" 16GA
STAPLES @ 3" O.C. STAGGERED
MULE-HIDE EPDM
MEMBRANE
ROOF DECK
TERMINATION BAR & APPROVED
FASTENER. MAY BE REMOVED ON
SITE FOR TIGHTER FIT.
MULE-HIDE CURED
COVER TAPE
MULE-HIDE
TAPE PRIMER
INSULATION FILLER
EPDM MATELINE TAPE DETAIL
NTS
MULE-HIDE EPDM
MEMBRANE
ROOF DECK
SIDING
ACRYLIC WATER BASE
BONDING ADHESIVE
LAP SEALANT
MULE-HIDE ALL-PURPOSE BAR
SCREWS INSTALLED 6" O.C.
1" WIDE BUTYL TAPE
(BEHIND TERMINATION BAR)
EPDM END FLOOR TAPE DETAIL
NTS
DBL 2X4 LEDGER
(2) 3" 10d SCREW SHANK
NAILS 12" O.C. EACH LEDGER
STAGGERED 6" O.C.
3" MIN3" MIN
SHEATHING & EXTERIOR SIDING
(3) LAYER 3/4" PLYWOOD BEAM
BUILT w/ SAME CONSTRUCTION
AS MATELINE RIDGE BEAM
EXTENDS SIDEWALL TO RAFTERS
ROOF SIDERAIL
EXTERIOR WALL HEIGHT
MEETS RAFTERS @ ENDS
(SAME HEIGHT AS ENDWALLS)
2 LAYERS OF 1.5" FIBERGLASS DUCT BOARD
KICKER FROM EXTERIOR WALL
TO RAFTER @ 4'-0" O.C. MAX.
@ 45° ANGLE
EXTERIOR WALL
(4) 0.113" X 2.375" NAILS
THROUGH FACE OF KICKER INTO RAFTER
(1) #10 X 3" TOE SCREW
THROUGH KICKER INTO PLYWOOD BEAM
(2) 0.113" X 2.35" TOE-NAILS
(ONE ON EA. SIDE OF KICKER)
SIDEWALL TO ROOF CONNECTION
NTS
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BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
NOTE:
1. WHEN FASTENING SHOWN CONFLICTS WITH APPROVED FASTENING SCHEDULE
FASTENING SHOWN ON DRAWINGS SHALL SUPERSEDE FASTENING SCHEDULE.
2. ALL 2X8 AND LARGER WOOD MEMBERS TO BE EITHER #2 DF OR #2 SPF
E N
U M
STAGGERED 2X4 #2DF WOOD STUDS
5/8" SOUND BREAK GYPSUM
5/8" TYPE 'X' VINYL COVERED GYPSUM
2X6 TOP & BOTTOM PLATES
26 ga 'R' PANEL OVER HOUSE WRAP
R-13 KRAFT BACK INSULATION
R-11 INSULATION
STAGGERED 2X4 #2DF WOOD STUDS 16"O.C.
2X6 TOP & BOTTOM PLATES
5/8" SOUND BREAK GYPSUM
5/8" TYPE 'X' VINYL COVERED GYPSUM
STC-50 RATED INTERIOR WALL (IE: DGS & RPA VTC RM'S WEAPON TACTICS)
SCALE: 1 1/2" = 1'-0"
SOUND TEST - BASED ON RAL TL-07-170
STC-50 RATED MIN. EXTERIOR WALL
SCALE: 1 1/2" = 1'-0"
SOUND TEST - BASED ON RAL TL-07-170
UN-SECURE SIDE
SECURE SIDE
STC-50 RATED MIN. EXTERIOR WALL
SCALE: 1 1/2" = 1'-0"
SOUND TEST - BASED ON RAL TL-07-170
2X4 #2DF WOOD STUDS 16"O.C.
5/8" TYPE 'X' VINYL COVERED GYPSUM
B
A
C
26 ga 'R' PANEL OVER HOUSE WRAP
R-13 KRAFT BACK INSULATION
STAGGERED 2X4 #2DF WOOD STUDS
5/8" TYPE 'X' RAW GYPSUM
2X6 TOP & BOTTOM PLATES
5/8" SOUND BREAK GYPSUM
5/8" SOUND BREAK GYPSUM
PAINTED "RUFF STUFF FROST"
2X4 #2DF WOOD STUDS 16"O.C.
TYPICAL INTERIOR STC-45 RATED 2X4 WALL
SCALE: 1 1/2" = 1'-0"
SOUND TEST - BASED ON RAL TL-07-145
E
5/8" SOUND BREAK GYPSUM
PAINTED "RUFF STUFF FROST"
2X6 #2DF WOOD STUDS 16"O.C.
TYPICAL INTERIOR STC-45 RATED 2X6 WALL
SCALE: 1 1/2" = 1'-0"
SOUND TEST - BASED ON RAL TL-07-145
F
R-11 INSULATION
R-11 INSULATION
5/8" TYPE 'X' EXTERIOR GYPSUM
5/8" TYPE 'X' EXTERIOR GYPSUM
BASE LAYER: 5/8″ SOUNDBREAK XP VERTICALLY APPLIED TO STAGGERED 2X4 STUDS
SPACED 16″ O.C. ON 2X6 PLATES w/ 5d COOLER NAILS @ 7″ O.C.
FACE LAYER: 5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED w/ 5d
COOLER NAILS @ 7" O.C.
5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED TO OPPOSITE SIDE
w/ 5d COOLER NAILS @ 7″ O.C. VERTICAL JOINTS STAGGERED 16″ EACH LAYER AND
OPPOSITE SIDES. 3-1/2″ GLASS FIBER IN STUD CAVITY.
UN-SECURE SIDE
SECURE SIDE
UN-SECURE SIDE
SECURE SIDE
R-30 BATT INSULATION
45 MIL BLACK EPDM ROOF
7/16" ROOF DECKING
2X12 RAFTER
R-11 INSULATION
5/8" SOUND BREAK GYPSUM
5/8" TYPE 'X' RAW GYP
STC-50 RATED MIN. ROOF
SCALE: 1 1/2" = 1'-0"
WALL TYPE A
8'-0" TALL PARTITION
w/ NO INSULATION
BASE LAYER: 5/8″ SOUNDBREAK XP VERTICALLY APPLIED TO STAGGERED 2X4 STUDS
SPACED 16″ O.C. ON 2X6 PLATES w/ 5d COOLER NAILS @ 7″ O.C.
FACE LAYER: 5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED w/ 5d
COOLER NAILS @ 7" O.C.
5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED TO OPPOSITE SIDE
w/ 5d COOLER NAILS @ 7″ O.C. VERTICAL JOINTS STAGGERED 16″ EACH LAYER AND
OPPOSITE SIDES. 3-1/2″ GLASS FIBER IN STUD CAVITY.
BASE LAYER: 5/8″ SOUNDBREAK XP VERTICALLY APPLIED TO STAGGERED 2X4 STUDS
SPACED 16″ O.C. ON 2X6 PLATES w/ 5d COOLER NAILS @ 7″ O.C.
FACE LAYER: 5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED w/ 5d
COOLER NAILS @ 7" O.C.
5/8″ FIRE-RESISTANCE RATED GYPSUM BOARD VERTICALLY APPLIED TO OPPOSITE SIDE
w/ 5d COOLER NAILS @ 7″ O.C. VERTICAL JOINTS STAGGERED 16″ EACH LAYER AND
OPPOSITE SIDES. 3-1/2″ GLASS FIBER IN STUD CAVITY.
SUBFLOOR
(PLANT INSTALLED)
RAISED FLOOR STAND'S
2'-0" O.C. EA. WAY
RAISED FLOOR (SITE INSTALLED)
DOOR THRESHOLD (SITE INSTALLED)
DOOR FRAMING (PLANT INSTALLED)
SCALE: NTS
2X PER WALL ASSEMBLY
(PLANT INSTALLED)
W A
O
C
T I O
N
D
E T
A I L
S
N T
S
J W
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A-4.2
SHEET No.
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B
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C O
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E
O
F F
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E
A
D D
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H
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M C
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N E
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T
X
9IC
O N
C O
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ST
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C T
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N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
D U
L A
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P
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S P
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T I V
E S
N T
S
P C
E S
A-4.3
2 3 4 5
MODULAR BREAKAWAY INTERIOR PERSPECTIVE
SCALE: NTS
B
RIDGE BEAM
2X2 SUSPENDED CEILING
GRID MAINS 4' O.C.
2X2 WHITE ACCOUSTIC CEILING.
2X12 #2 DF RAFTERS
SPACED @ 24" O.C. w/ R-30 & R-11 FIBERGLASS
INSULATION IN ROOF FRAMING CAVITY
RAISED FLOOR SEE
SHEET A-2 FOR LOCATIONS
1 1/8" T&G ADVANTECH
FLOOR DECKING
2X8 #2 DF
FLOOR FRAMING
SPACED AS NOTED ON S-2
POLY SIMPLEX
BOTTOM BOARD
DOUBLE 2X8 #2 DF RIM JOIST
SEE FLOOR PLAN A-2 FOR
COLUMN & MSTA
STRAPPING NOTES
SINGLE 2X12 SIDERAIL
DBL 2X4 LEDGER
45 MIL BLACK EPDM ROOF
7/16" OSB DECKING
SHEET No.
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R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
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F A
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G
P
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S S
B
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A Y
D U
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O
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C O
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A T
E
O
F F
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E
A
D D
R E
S S
H
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A G
E
D
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E
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U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
NOTES:
1. ALL 2X8 AND LARGER WOOD MEMBERS TO BE EITHER #2 DF OR #2 SPF
MODULAR BREAKAWAY BIRDSEYE VIEW
SCALE: NTS
A
5/8" TYPE 'X' SOUNDBREAK GYPSUM BASELAYER
5/8" TYPE 'X' RAW GYP FINISH LAYER
WALL & FLOORING HOLDBACK LOCATIONS
FOR FULL PIECE(S) TO BE INSTALLED
ACROSS MATELINES ON SITE
SEE SHEET A-4.2 FOR SECURE & NON-SECURE
WALL CONSTRUCTION DETAILS
NORTH DGS WALL
SOUTH RPA WALL
PLYWOOD BLOCKING BETWEEN STUDS & BEHIND
VCG TO BE INSTALLED IN PLANT FOR INSTALLATION
OF EQUIPMENT ON SITE AS NEEDED BY OTHERS.
NORTH RPA WALL
SOUTH DGS WALL
8'-0"6'-0" 6'-0"4'-6" 3'-3" 3'-0" 3'-9" 4'-9"
7'-11 7/8"
6'-0" 8'-0"5'-0" 4'-0" 8'-0"4'-6"
8'-0" (TYPICAL)
TYPICAL BLOCKING @ TV LOCATIONS
NOTE:
SEE SHEET E-2 FOR ALL TV LOCATIONS
4'-0"
LEGEND
I N
T E
R I O
R
E
L E
V A
T I O
N S
P C
J W
A-5
SHEET No.
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D R
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C H
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P l o t
D a t e
P
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N N o
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I F
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A
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J O
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R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
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P
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D
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S S
B
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K W
A Y
D U
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O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
B Y
R E
V I S
E
A
S
N
O T
S
U B
M I T
A P
P R
O V
C
E P
T
A
S
N
O T
E D
T H
E S
E
P
R I N
E
C I F
I C
A T
I O
E
A P
P R
O V
I S
D A
T E
2 3 4 5
MODULE 'A'
3258 A
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
TT
TT
TT
TT
TT
TT
TT
TT
TT
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2" 10 1/2"
10 1/2" 10 1/2" 10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
2'-0"
1'-10 1/2"
1'-6"
2'-0" 2'-0"
114114
115115
116116
117117 106106
105105
104104
101101
102102
103103
107107
107107 107107
108108
108108
109109
110110
118118 111111
112112
108108
113113
108108
107107
107107
102102
110110
109109
110110
2'-0"
10 1/2"10 1/2"10 1/2"10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
10 1/2"
116116
10 1/2"
10 1/2"
R E
F L
E C
T E
D
C
E I L
I N
G
P
L A
N
J W
E S
A-6
SHEET No.
D A
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N
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Y
C H
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K E
D
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P l o t
D a t e
P
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D E
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R I P
T I O
N N o
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D A
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D
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I F
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H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
9 7/8"
2 1/2" 5" 7 1/2" 10" 1'-0 1/2" 1'-3" 1'-5 1/2"
2 1/2"5"
2'-0"
9 1/4"
2'-0"
9 1/4"
2 1/2" 5"
9 1/4"
9 7/8"
2'-0"
9 7/8" 2'-0"
2'-0"
9 1/4"
9 1/4"
R A
I S
O
A
N
P C
E S
A-6.1
2 3 4 5
SHEET No.
D A
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S C
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A
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D R
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N
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Y
C H
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K E
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B
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S
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P l o t
D a t e
P
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D E
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R I P
T I O
N N o
B Y
D A
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D
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I F
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H
A
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J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
1'-8 1/4" 1'-8 1/4"
10'-0 3/4" 13'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 13'-9" 10'-0 3/4"
TYPICAL MATE LINE
BLOCKING
EXTERIOR FRAME
RAIL BLOCKING
6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2" 6'-10 1/2"6'-10 1/2"6'-10 1/2"6'-10 1/2"6'-10 1/2"6'-10 1/2"
BLOCKING OVER 35"
NTS
INSTALL W/ TERMITE SHIELDS &
2" HIGH MAX TREATED WOOD SHIMS
8X16 CMU BLOCKING
STANDARD BLOCKING
NTS
DOUBLE STACK CMU BLOCKING
WHERE BLOCKING HEIGHT IS OVER 35"
@ ALL BLOCKING LOCATIONS EXCEPT
MATELINE LOCATIONS NOT UNDER AN
EXTERIOR WALL OR COLUMN ON
OUTRIGGER FRAME BUILDINGS
F O
U N
D A
T I O
N
P
L A
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J W
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S-1
SHEET No.
D A
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S C
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A
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D R
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B
Y
C H
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K E
D
B
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E x
P l o t
D a t e
P
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N N o
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D A
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X
D
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I F
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H
A
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J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
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U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
LEGEND OF SYMBOLS
NOTES:
1. ALTERNATE FOUNDATION MAY BE DESIGNED BY OTHERS SUBJECT TO LAHJ APPROVAL.
2. BLOCKING NOT TO EXCEED SPACING SHOWN BUT MAY BE ALTERED ALONG FRAME-RAILS DUE TO
AXLE HANGERS OR OTHER STRUCTURAL OBSTRUCTIONS.
3. ADD BLOCKING UNDER DOOR FRAMES AS NECESSARY FOR DOOR ALIGNMENT
4. CMU BLOCKING WILL BEAR ON EXISTING CONCRETE SLAB FOUNDATION
CMU BLOCKING LOCATIONS
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
16"
FLOOR JOISTS
@ 16" O.C.
16" 16"
11'-9" 13'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 11'-9" 13'-9" 13'-9" 13'-9" 11'-9"
16" 16"
FLOOR JOISTS
@ 16" O.C.
16" 16" 16"
FLOOR JOISTS
@ 16" O.C.
16" 16"
FLOOR JOISTS
@ 16" O.C.
16" 16"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
FLOOR JOISTS
@ 16" O.C.
21"
2X8 #2 DF FLOOR JOIST 16" O.C.
2X8 #2 DF DBL JOIST
11'-3"
3"3" 3" 3"
13'-3"
3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3"
13'-3" 13'-3" 11'-3" 11'-3"13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 11'-3"
0"
64'-0"
13'-9" MODULES TO HAVE FINAL FLOOR
JOIST @ 21" FROM END OF MODULE
(OUTSIDE EDGE OF DBL. RIM JOIST)
TO ALLOW ADEQUATE SPACE ON SITE FOR
FASTENING CONNECTIONS BETWEEN MODULES
F L
O O
R
F
R A
M I N
G
P
L A
N
J W
E S
S-2
SHEET No.
D A
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S C
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P L
A
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D R
A W
N
B
Y
C H
E C
K E
D
B
E E
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S
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P l o t
D a t e
P
M
D E
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R I P
T I O
N N o
B Y
D A
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X
D
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I F
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H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
NOTES:
1. ALL 2X8 AND LARGER WOOD MEMBERS TO BE EITHER #2 DF OR #2 SPF
2. ALL CONCENTRATED LOADS TO BE SUPPORTED UNDERNEATH BY A PIER
M x
JACK COUPLER
50,000#
DETACHABLE
HITCH
4'-0"4'-0"
M x
A
AC
M10x9
M10x9
A
M x
DETACHABLE
HITCH
M x
M x
A X
N
T E
R
L
I N
E
A
A
M x
M x
M x
M10x9
M10x9
A
A
JACK COUPLER
50,000#
4'-0"4'-0"
M x
M10x9 CROSS MEMBERS @ 4'-0" O.C
M x
H A
N G
A
T E
S T
A R
T
P
O I N
T
B
S T
I F
F E
N E
R
M x
M x
M x
M x
M x
INSTALL AXLES w/ EQUALIZER
(3 BRAKES, 3 IDLER)
M10x9 CROSS MEMBERS @ 4'-0" O.C
2" ANGLE IRON ON BOTH SIDES
TYPICAL @ AXLE SECTION
4'-0"4'-0" 4'-0"4'-0"
A
(6) 13'-9" - 6 AXLES
SERIAL # 3258-B
SERIAL # 3258-D
SERIAL # 3258-F
SERIAL # 3258-G
SERIAL # 3258-I
SERIAL # 3258-K
ALL RUNNING GEAR TO BE REMOVED & RETURNED AT ICON-CONSTRUCTION'S DISCRETION
(2) 11'-9" - 6 AXLES
SERIAL # 3258-E
SERIAL # 3258-H
M x
M x
M x
M x
M x
M x
M x
M x
M x
M x
M x
B
S T
I F
F E
N E
R
A X
N
T E
R
L
I N
E
H A
N G
A
T E
S T
A R
T
P
O I N
T
B
S T
I F
F E
N E
R
M x
M x
M x
M x
M x
INSTALL AXLES w/ EQUALIZER
(3 BRAKES, 3 IDLER)
2" ANGLE IRON ON BOTH SIDES
TYPICAL @ AXLE SECTION
M x
B
S T
I F
F E
N E
R
11'-0"
3 AXLE
11'-0"
3 AXLE
11'-0"
3 AXLE
11'-0"
3 AXLE
C
M x
M x
M x
M x
M x
M x
M x
M x
P E
R I M
E R
A
A
N
J W
E S
S-3
SHEET No.
D A
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S C
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A
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D R
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C H
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K E
D
B
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P l o t
D a t e
P
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R I P
T I O
N N o
B Y
D A
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X
D
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I F
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A
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J O
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R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
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G
P
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D
R E
S S
B
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K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
R
E M
O V
E
S
T U
F F
E N
U
N T
P C
2 3 4 5
M x
4'-0"4'-0"
M x
A
AC
S T
I F
F E
N E
R
M10x9
M10x9
A
M x
DETACHABLE
HITCH
M x
M x
A X
N
T E
R
L
I N
E
A
A
M x
M x
M x
M10x9
M10x9
A A
2 1/2” 4-BOLT DRAWBAR
w/ R50B TOW RING
4'-0"4'-0"
M x
M10x9 CROSS MEMBERS @ 4'-0" O.C
M x
B
11'-0"
3 AXLE
14'-0"
4 AXLE
H A
N G
A
T E
S T
A R
T
P
O I N
T
B
S T
I F
F E
N E
R
M x
M x
M x
M x
M x
INSTALL AXLES w/ EQUALIZER
(4 BRAKES, 3 IDLER)
M10x9 CROSS MEMBERS @ 4'-0" O.C
2" ANGLE IRON ON BOTH SIDES
TYPICAL @ AXLE SECTION
4'-0"4'-0" 4'-0"4'-0"
A
M10x9
(1) 11'-9" - 7 AXLES
SERIAL # 3258-L
ALL RUNNING GEAR TO BE REMOVED & RETURNED AT ICON-CONSTRUCTION'S DISCRETION
(1) 11'-9" - 7 AXLES
SERIAL # 3258-A
M x
M x
M x
M x
M x
M x
M x
M x
M x
M x
M x
M x
B
S T
I F
F E
N E
R
B
S T
I F
F E
N E
R
M10x9
M x
11'-0"
3 AXLE
14'-0"
4 AXLE
H A
N G
A
T E
S T
A R
T
P
O I N
T
A X
N
T E
R
L
I N
E
2" ANGLE IRON ON BOTH SIDES
TYPICAL @ AXLE SECTION
M x
M x
M x
M x
M x
M x
HITCH NOTES REFLECT HEAVY DUTY
NON-STANDARD HITCH
DETACHABLE
HITCH
2 1/2” 4-BOLT DRAWBAR
w/ R50B TOW RING
HITCH NOTES REFLECT HEAVY DUTY
NON-STANDARD HITCH
M x
M x
M x
M x
M x
M x
M x
M x
P E
R I M
E R
A
A
N
J W
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S-3.1
SHEET No.
D A
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S C
A L
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C H
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K E
D
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T
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P l o t
D a t e
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N N o
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X
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A
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J O
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R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
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G
P
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D
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S S
B
R
K W
A Y
D U
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N T
O
K
C O
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A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
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A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
R
E V
I S
A
D
T H
P C
2 3 4 5
2'-6"2'-11"2'-6"1'-3 1/2"
S T
A R
T
P
O I N
T
2" X1/4"FLAT BAR
1'-10 1/2"2'-11"
4 AXLE HANGER PLATE LAYOUT
3 AXLE HANGER PLATE LAYOUT
2" X1/4"FLAT BAR
2'-6"2'-11"1'-2 1/2" 1'-10 1/2"2'-6"
S T
A R
T
P
O I N
T
1'-10 1/2"2'-6" 2'-6"1'-1 1/2"
S T
A R
T
P
O I N
T
2 AXLE HANGER PLATE LAYOUT
2" X1/4"FLAT BAR
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
PERIMETER BEAM
CROSS
MEMBER
1/4
1/4
1/4
1/4
DETAIL C: SECTION
DETAIL C: REVERSE VIEW
TYP.
1/4
DETAIL C
1/4
TYP.
TYP.
1/4
DETAIL B
DETAIL A
DETAIL A: SECTION
1/4
TYP.
DETAIL B: SECTION
CORNER POST
NTS
INTERMEDIATE POST
NTS
CROSS MEMBER TO PERIMETER BEAM
NTS
CBA
I-BEAM
WOOD COLUMN STACK
I-BEAM
I-BEAM OR C-CHANNEL
CROSSMEMBER
I-BEAM
I-BEAM
WOOD COLUMN STACK
I-BEAM
I-BEAM
2X1/4" FLAT
I-BEAM
I-BEAM
I-BEAM
2X8 WOOD JOIST
2X8 FLOOR JOIST
2X1/4" FLAT
2X1/4" FLAT
2X1/4" FLAT
FLOOR FRAMING
M 10X9
2" ANGLE IRON
2" X 1/4" FLAT BAR w/ 1/4" X 2" WELDS
@ 16"O.C. STAGGERED AND AT BOTH
SIDES OF HANGER LOCATIONS
AXLE HANGER
WELD TO FLAT BAR
M10X9 LAGGED TO WOOD JOIST
@ 32" O.C. STAGGERED
PERIMETER FRAME AXEL SECTION W/ I-BEAM CROSSMEMBER
SCALE: 3/4"=1'-0"
M x
DETACHABLE
HITCH
M x
M x
A X
N
T E
R
L
I N
E
A
A
M x
M x
M x
M10x9
M10x9
A
A
JACK COUPLER
50,000#
8'-0"
2 AXLE
11'-0"
3 AXLE
H A
N G
A
T E
S T
A R
T
P
O I N
T
B
S T
I F
F E
N E
R
M x
M x
M x
M x
INSTALL AXLES w/ EQUALIZER
(3 BRAKES, 2 IDLER)
M10x9 CROSS MEMBERS @ 4'-0" O.C
2" ANGLE IRON ON BOTH SIDES
TYPICAL @ AXLE SECTION
4'-0"4'-0" 4'-0"4'-0"
(2) 13'-9" - 5 AXLES
SERIAL # 3258-C
SERIAL # 3258-J
M x
M x
M x
M x
S T
I F
F E
N E
R
M x
B
M x
M x
M x
M x
M x
M x
P E
R I M
E R
A
T
A I L
T
E D
J W
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S-3.2
SHEET No.
D A
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A L
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P L
A
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D R
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N
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Y
C H
E C
K E
D
B
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T
S
I Z
E x
P l o t
D a t e
P
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D A
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X
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H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
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G
P
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D
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S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
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O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
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I T
A G
E
D
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E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
X
D
F
R
A F
T E
O
C
X
D
F
R
A F
T E
O
C
RAFTER A
1 1/2" 3 3/4"
11'-3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
11'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
11'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
3 3/4"
13'-1 1/2"
3 3/4"
1 1/2"
11'-3 3/4"
3 3/4"
RAFTER B RAFTER B RAFTER B RAFTER C RAFTER B RAFTER B
2X12 #2 DF RAFTERS 24" O.C.
2X12 #2 DF SIDE RAIL 2X12 #2 DF END RAIL RIDGE BEAM 'A' EACH SIDE TYPICAL
RAFTER ARAFTER B RAFTER B RAFTER BRAFTER C
R O
A
M I N
G
P
L A
N
J W
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S-4
SHEET No.
D A
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P l o t
D a t e
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H
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R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
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P
L A
D
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S S
B
R
K W
A Y
D U
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N T
O
K
C O
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O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
NOTES:
1. ALL 2X8 AND LARGER WOOD MEMBERS TO BE EITHER #2 DF OR #2 SPF
2'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"6'-0"
1st
LAYER
2nd
LAYER
3rd
LAYER
4'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"4'-0"
6'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"
2'-0"
1/8
1/8
1/8
2X12 RAFTER
13'-9"
13'-1 1/2"
1 1/2"
2 1/4"
1 1/2" 2 1/4"
11'-9"
2X12 RAFTER
1 1/2"
11'-3 3/4"
1 1/2" 2 1/4"
2X12 RAFTER
11'-9"
11'-1 1/2"
1 1/2"
2 1/4"
1 1/2" 2 1/4"
R I D
A
F
T E
R
D
E T
A I L
S
T
E D
J W
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S-5
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
M
D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
I T
H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
RAFTER 'B'
SCALE: 1" = 1'-0"
RIDGE BEAM 'A'
SCALE: 3/8" = 1'-0"
RAFTER 'A'
SCALE: 1" = 1'-0"
2 3 4 5
RAFTER 'C'
SCALE: 1" = 1'-0"
NOTES:
1. RIDGE BEAM CONSTRUCTION IS SAME
FOR BOTH HALVES (MIRRORED)
2. RIDGE BEAM CONSTRUCTION SHALL BE IN
ACCORDANCE WITH APA PLYWOOD
DESIGN SPECIFICATION, SUPPLEMENT 5
APA RATED SHEATHING STRUCTURAL 1
3. RIDGE BEAM IS CONSTRUCTED WITH 3/4",
5-PLY, 5-LAYER GROUP 1 SPECIES
PLYWOOD.
4. ALL 2X8 AND LARGER WOOD MEMBERS TO
BE EITHER #2 DF OR #2 SPF
NOTE:
VERIFY RETURN OPENING
AND SPACING WITH UNIT SIZE
HVAC PLENUM RETURN DETAIL
SCALE: 3/8"=1'-0"
VARIES
SEE M-1
FRONT VIEW
RETURN DUCT
EXTENDED
TO OPENING
RETURN
OPENING
R E
T U
E
N U
M
SIDE VIEW
SUPPLY
OPENING
HVAC
UNIT
VARIES
SEE M-1
SUSPENDED
GRID CEILING
PLAN VIEW
ELECTRICAL DEVICE SCHEDULE
QTY DESCRIPTION WATTS TOTAL
BOX & CONDUIT COMM
EXIT SIGN BOTH SIDES
EXIT SIGN W/ LIGHTS
EXIT SIGN W/ LIGHTS W/ REMOTE LIGHT
EXIT SIGN W/ LIGHTS W/ REMOTE LIGHTS
EXIT-EMERGENCY LIGHT-BATTERY BACK UP - LED LIGHT
HVAC HVAC-1 BARD W36A1-B06
HVAC HVAC-2 BARD W36A1-B06
HVAC HVAC-3 BARD W48A1-B09
HVAC HVAC-4 BARD W48A1-B09
HVAC HVAC-5 BARD W48A1-B09
HVAC HVAC-C-1 INSIDE LIEBERT DS070ASC0EI996B
HVAC HVAC-C-1 OUTSIDE LIEBERT DCDF-415Y
LIGHT - 8' STRIPLIGHT WITH DIFFUSE LENS (LED)
LIGHT-2X2 LED TROFFER - RECESSED
LIGHT-2X4 LED TROFFER - RECESSED
LIGHT-BLUE WARNING STROBE
MC CABLE WHIP ABOVE CEILING
RECEPTACLE DUPLEX
RECEPTACLE DUPLEX CEILING MOUNTED
RECEPTACLE DUPLEX FLOOR MOUNTED
RECEPTACLE DUPLEX GFI
RECEPTACLE NEMA L2-20R FLOOR MOUNTED
RECEPTACLE NEMA L5-30R FLOOR MOUNTED
RECEPTACLE NEMA L6-30R FLOOR MOUNTED
RECEPTACLE QUAD FLOOR MOUNTED
RECEPTACLE QUAD FLOOR MOUNTED 2ND CIRCUIT
SWITCH
SWITCH-DBL
SWITCH-DBL-3 WAY
SWITCH-OCCUPANT SENSOR
THERMOSTAT
N/A
12249
12249
12249
48636
64.6
N/A
N/A
N/A
N/A
N/A
17298
48996
12249
12249
194544
22056
1,292
31320
115200
43200
460800
54000
54000
1,083,286
HVAC UNIT SCHEDULE
QTY DESIGNATION MFR. MODEL
NOMINAL
COOLING
ELECTRIC
HEAT
VOLTAGE
M.O.P.
(BREAKER)
WIRE
SIZE
OUTSIDE
AIR
UNIT
OPTION
COMMENT
HVAC-1
HVAC-2
HVAC-3
HVAC-4
HVAC-5
HVAC-C-1 INSIDE
HVAC-C-1 OUTSIDE
BARD
BARD
BARD
BARD
BARD
LIEBERT
LIEBERT
W36A1-B06
W36A1-B06
W48A1-B09
W48A1-B09
W48A1-B09
DS070ASC0EI996B
DCDF-415Y
36000 BTU
36000 BTU
48000 BTU
48000 BTU
48000 BTU
240000 BTU
240000 BTU
9 KW
9 KW
9 KW
9 KW
9 KW
0KW
208V
208V
208V
208V
208V
208V
208V
2/0
46 CFM
91 CFM
92 CFM
192 CFM
222 CFM
DIFFUSER & GRILLE SCHEDULE
TYPE QTY DUCT SIZE
RETURN
SUPPLY
10''Ø
12''Ø
8''Ø
6''Ø
6''Ø
8''Ø
MAIN TRUNK DUCT RUN ALONG
GYPSUM UNDER RAFTERS
SITE INSTALLED FLEX DUCT
ACROSS MATELINE
DUCT SUPPORTS TYP.
10'-6 3/4" AFF
BOTTOM OF RIDGE BEAM
DUCT CROSSOVER DETAIL
SCALE: NTS
PLANT INSTALLED DUCT
PLANT INSTALLED DUCT
M A
T E
L I N
E
10'-5" AFF
TOP OF DUCT
9'-11 1/2" AFF
CENTER OF DUCT
9'-6" AFF
BOTTOM OF DUCT
9'-4" AFF
BOTTOM OF SUSPENDED CEILING
SUPPLY REGISTER
DUCT WYE ROTATED DOWNWARD
& 45° DUCT ROTATED FOR DUCT
TO RUN PARALLEL WITH FLOOR
AT HEIGHTS DESIGNATED ON
THIS DETAIL ACROSS MATELINE
PERFORATED PANEL
FOR AIR SUPPLY
SUPPLY AIR
RETURN AIR
CEILING GRID
CRAC AIR SUPPLY DIAGRAM
SCALE: NTS
CRAC UNIT
SERVER ROOM
LIGHT FIXTURE
M E
P
D
E T
A I L
S
S
C H
E D
U L
T
E S
N T
S
J W
E S
MEP-1
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
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D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
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H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
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D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
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C O
N
ST
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C T
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N
B Y
R E
V I S
E
A
S
N
O T
S
U B
M I T
A P
P R
O V
C
E P
T
A
S
N
O T
E D
T H
E S
E
P
R I N
E
C I F
I C
A T
I O
E
A P
P R
O V
I S
D A
T E
2 3 4 5
M-1 & M-2 HVAC NOTES:
1. MAIN SUPPLY & RETURN DUCT RUNS ARE GALVANIZED ROUND METAL, CONSTRUCTED PER IMC 603.4
2. DUCT BRANCHES ARE CLASS 1, U.L. 181 LISTED FLEXIBLE FIBERGLASS DUCTING - 6' LONG MAXIMUM
3. RETURN OPENINGS SHALL BE PROVIDED WITH 2' LONG LINED PLENUMS
4. ALL DESIGN CFM SHOWN TO BE VERIFIED ON SITE w/ TEST & BALANCE REPORT
5. METAL ROUND TO SQUARE SUPPLY ADAPTER @ BARD UNIT
TELE/DATA BOX @ 30" AFF, DBL.
GANG MUDRING W/ 3/4" SCH 40 PVC
CONDUIT STUBBED ABOVE CLG.
EXIT LIGHT W/ BATT BACKUP &
EMERGENCY EXIT LIGHTS &
EXTERIOR EMERGENCY LIGHT
24"x24" HVAC RETURN GRILLE
24"x24" HVAC SUPPLY DIFFUSER
2 X 4 LED TROFFER
DUPLEX RECEPTACLE
LEGEND OF SYMBOLS
RECEPTACLE VARIATIONS:
D = DEDICATED
WP = WEATHER PROOF
GFI-P = GFI PROTECTED
TV = 104" AFF
FLOOR MOUNTED DUPLEX
RECEPTACLE w/ 6 FOOT WHIP
10' MC CABLE WHIP(S) ABOVE
CEILING FOR SITE CONNECTED
EQUIPMENT
J
EXIT LIGHT W/ BATT BACKUP &
EMERGENCY EXIT LIGHTS
EMERGENCY WALL PACK LIGHTS
W/ BATT BACKUP & LED LIGHTS
GFI DUPLEX RECEPTACLE
LIGHT SWITCH
3 OR 4 WAY LIGHT SWITCH
LEGEND NOTES:
DUPLEX RECEPTACLE +30” AFF
GFI RECEPTACLE +56" AFF
TELE/DATA +30" AFF
THERMOSTAT +56” AFF
EMER./EXIT LIGHT +96” AFF
LIGHT SWITCH +56” AFF
TV RECEPTACLE & BOX +104" AFF
EXTERIOR PULL BOX +12" AFF
EXTERIOR LIGHTS +126” AFF
EXTERIOR LOADCENTERS +12" AFF
ALL DIMENSIONS TO BOTTOM OF BOX UNLESS
NOTED OTHERWISE.
EXIT LIGHT W/ BATT BACKUP
& DIRECTIONAL ARROWS
DIGITAL PROGRAMMABLE
THERMOSTAT w/ LOCKING COVER
T
CONTROL DAMPER
QUAD RECEPTACLE
FLOOR MOUNTED QUAD
RECEPTACLE w/ 6 FOOT WHIP
FLOOR MOUNTED NEMA L6-30R
RECEPTACLE w/ 6 FOOT WHIP
FLOOR MOUNTED NEMA L5-30R
RECEPTACLE w/ 6 FOOT WHIP
FLOOR MOUNTED NEMA L5-20R
RECEPTACLE w/ 6 FOOT WHIP
TELE/DATA BOX @ 104" AFF, DBL.
GANG MUDRING w/ 3/4" SCH 40 PVC
CONDUIT STUBBED ABOVE CLG.
2 X 2 LED TROFFER
8' LED STRIPLIGHT w/ DIFFUSE LENS
BLUE WARNING STROBE LIGHT
DM
DIMMABLE LIGHT SWITCH
EMERGENCY POWER OFF (EPO)
PUSH BUTTON DEVICE
EXTERIOR LED FLOODLIGHT w/
2 ADJUSTABLE HEADS
E-1 & E-2 ELEC NOTES:
1. ALL LOADCENTERS TO HAVE LOCKS & KEYS
2. ALL INTERIOR WIRING TO BE MC CABLE
3. ALL FLOOR RECEPTACLES TO BE INSTALLED w/ MC CABLE UNDER RAISED
FLOOR ABOVE FLOOR DECKING. MC CABLE TO BE STRAPPED TO FLOOR
DECK EVERY 8'-0" O.C. FINAL STRAP TO BE AT LOCATION DESIGNATED ON
SHEET E-2 w/ 6' OF MC CABLE REMAINING TO ALLOW FOR FLEXIBLE
PLACEMENT OF RECEPTACLE ON/UNDER RAISED FLOOR BY OTHERS.
ELECTRICAL SCHEDULES AND NOTES HVAC SCHEDULES AND NOTES
14 12 16
8 8
T
T T
T
T
T
T
T
T
1212 1212 1212
MODULE 'A'
3258 A
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
HVAC-C-1 OUTSIDE
HVAC-C-1 OUTSIDE
HVAC-C-1 OUTSIDE
HVAC-C-1 OUTSIDE
101101
102102
103103
104104
105105 106106
117117
116116
115115
114114
107107
108108
107107
112112
113113
110110
109109
SERVER ROOMS TO HAVE AIR
SUPPLIED THRU PERFORATED
FLOOR PANELS IN THE
RAISED FLOOR. SEE SHEET M-2
H V
A C
C
S I D
E H
V A
C C
S I D
E
H V
A C
C
S I D
E H
V A
C C
S I D
E
HVAC-2 HVAC-1
HVAC-4 HVAC-5
42" LONG METAL RECTANGULAR DUCT INTO
METAL RECTANGULAR TO ROUND TRANSITION
TYPICAL AT ALL WALL MOUNTED HVAC UNITS AS FOLLOWS:
3-TON UNITS: 28"X8" RECT. TO 16"Ø
4-TON UNITS: 30"X10" RECT. TO 16"Ø
HVAC UNIT SCHEDULE
QTY DESIGNATION MFR. MODEL
NOMINAL
COOLING
ELECTRIC
HEAT
VOLTAGE
M.O.P.
(BREAKER)
WIRE
SIZE
OUTSIDE
AIR
UNIT
OPTION
COMMENT
HVAC-1
HVAC-2
HVAC-3
HVAC-4
HVAC-5
HVAC-C-1 INSIDE
HVAC-C-1 OUTSIDE
BARD
BARD
BARD
BARD
BARD
LIEBERT
LIEBERT
W36A1-B06
W36A1-B06
W48A1-B09
W48A1-B09
W48A1-B09
DS070ASC0EI996B
DCDF-415Y
36000 BTU
36000 BTU
48000 BTU
48000 BTU
48000 BTU
240000 BTU
240000 BTU
9 KW
9 KW
9 KW
9 KW
9 KW
0KW
208V
208V
208V
208V
208V
208V
208V
2/0
46 CFM
91 CFM
92 CFM
192 CFM
222 CFM
HVAC-3
HVAC-1
HVAC-3HVAC-3HVAC-3
H V
A
N
P C
E S
M-1
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
M
D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
I T
H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
2 3 4 5
24"x24" HVAC RETURN GRILLE
CONN. Ø
24"x24" HVAC SUPPLY DIFFUSER
FLOW RATE
CONN. Ø
LEGEND
NOTES:
1. SEE SHEET MEP-1 FOR ADDITIONAL SCHEDULES & NOTES
2. MANUAL CONTROL DAMPER @ WYE LEG TO DIFFUSER.
3. ROUND DUCT @ END OF SUPPLY RUNS TO EXTEND 1'-0" PAST LAST WYE AND BE CAPPED.
BETWEEN INTERIOR & EXTERIOR CRAC UNITS:
(2) 1-1/8 " CU SWEAT LINE FOR HOT GAS LINE
(2) 7/8" CU SWEAT LINE FOR LIQUID LINE
(1) 1/2" CU SWEAT LINE FOR CONDENSATE LINE.
KEYED NOTES:
CONNECTION SIZES @ INTERIOR & EXTERIOR CRAC UNITS:
(2) 1-1/8 " INLET FOR HOT GAS
(2) 5/8" INLET FOR LIQUID LINE
R V
O
M
H
V A
C
P
L A
N
J B
E S
M-2
2 3 4 5
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
M
D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
I T
H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
LEGEND
RAISED FLOOR
PERFORATED PANEL
345 CFM
SERVER ROOM 116 LAYOUT SERVER ROOM 110 LAYOUT
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
14 12 16
8 8
8 8
T
T T
T
T
T
T
T
T
39"x8" 18"x8" 18"x8" 18"x8" 18"x8" 18"x8" 18"x8" 18"x8" 18"x8"
39"x8"
39"x8"
18"x8" 28"x8"22"x8" 16"x8"
30"x10"
16"Ø
30"x10"
16"Ø
30"x10"
16"Ø
30"x10"
16"Ø
28"x8"
16"Ø
28"x8"
16"Ø
28"x8"
16"Ø
16"Ø
30"x10"
16"Ø
30"x10"
J
J
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
TV
TV
TV
TV
TV
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
TV
T V
TV
T V
TV
T V
TV
TV
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
T V
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
T V
T V
T V
T V
CABLE @ ROOMS 103 & 106 TO BE
PROVIDED & INSTALLED BY ICON IN
CABLE TRAY ABOVE CEILING & COILED
ABOVE FUTURE RACK LOCATIONS @ ROOM 116
CABLE @ ROOMS 104 & 105 TO BE
PROVIDED & INSTALLED BY ICON IN
CABLE TRAY ABOVE CEILING & COILED
ABOVE FUTURE RACK LOCATIONS @ ROOM 110
(3) - 4" CONDUITS THROUGH
ALL STC RATED WALL
LEGEND
WATERFALL DOWN TO BELOW CEILING
TO 6" ABOVE ROWS OF RACKS
ALL CABLE TRAY IN SERVER ROOM TO BE
BELOW CEILING (6" ABOVE ROWS OF RACKS)
WATERFALL DOWN TO BELOW CEILING
TO 6" ABOVE ROWS OF RACKS
ALL CABLE TRAY IN SERVER ROOM TO BE
BELOW CEILING (6" ABOVE ROWS OF RACKS)
RECOMMENDED DELETIONS IN RED
RECOMMENDED ADDITIONS IN BLUE
RECOMMENDED DELETIONS IN RED
RECOMMENDED ADDITIONS IN BLUE
107 108
PVC SOUND CAULKED
AT ALL STC RATED
WALL PENETRATIONS
IN PLANT. AFTER CABLE
IS PULLED CONDUIT IS
TO BE FILLED w/ FOAM
BY OTHERS ON SITE.
A B
O V
E
C
E I L
I N
G
C
A B
A
Y
L A
Y O
U T
J W
E S
T-1
2 3 4 5
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
M
D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
I T
H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
NOTES:
1. ALL CABLE TRAYS SHOWN TO BE PROVIDED & INSTALLED BY ICON.
2. ALL CABLING TO BE PROVIDED & INSTALLED ON SITE BY OTHERS EXCEPT WHERE NOTED
WALL BOX CABLING @ ROOMS 103,104,105,&106
SCALE: NTS
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
2 2 2 2 2 2 2 2
2 2 2 2 2 2 2 2
(3) - 4" CONDUITS THROUGH
ALL STC RATED WALL
LEGEND
PVC SOUND CAULKED
AT ALL STC RATED
WALL PENETRATIONS
IN PLANT. AFTER CABLE
IS PULLED CONDUIT IS
TO BE FILLED w/ FOAM
BY OTHERS ON SITE.
B E
L O
W
F
L O
B
A
Y
L A
Y O
U T
J W
E S
T-2
2 3 4 5
SHEET No.
D A
T E
S C
A L
E
P L
A
L E
D R
A W
N
B
Y
C H
E C
K E
D
B
E E
T
S
I Z
E x
P l o t
D a t e
P
M
D E
S C
R I P
T I O
N N o
B Y
D A
T E
X
D
U L
I F
I T
H
A
R
J O
S E
R I A
A
L
B
M I T
T A
L
I c o n
C o n s t r u c t i o n
I n c
A l l
R i g h t s
R e s e r v e d
M A
N U
F A
C T
U R
I N
G
P
L A
D
R E
S S
B
R
K W
A Y
D U
R A
N T
O
K
C O
R P
O R
A T
E
O
F F
I C
E
A
D D
R E
S S
H
E R
I T
A G
E
D
R I V
E
S
U I T
E
M C
K I N
N E
Y
T
X
9IC
O N
C O
N
ST
R U
C T
IO
N
BY:
REVISE AS NOTED AND RESUBMIT
APPROVED EXCEPT AS NOTED
THESE PRINTS AND SPECIFICATIONS ARE:
APPROVED AS IS
DATE:
NOTES:
1. ALL CABLE TRAYS SHOWN TO BE PROVIDED & INSTALLED BY ICON.
2. ALL CABLING TO BE PROVIDE & INSTALLED ON SITE BY OTHER EXCEPT WHERE NOTED
DM
DM
DM
DM
DM
DM
DMDMDM
DM
DMDMDMDM DMDMDMDMDM
DM
DM DM DMDM DMDM
M A
S T
E R
M A
S T
E R
MODULE 'A'
3258 A
MODULE 'B'
3258 B
MODULE 'C'
3258 C
MODULE 'D'
3258 D
MODULE 'E'
3258 E
MODULE 'F'
3258 F
MODULE 'G'
3258 G
MODULE 'H'
3258 H
MODULE 'I'
3258 I
MODULE 'J'
3258 J
MODULE 'K'
3258 K
MODULE 'L'
3258 L
PANEL A
PANEL D
PANEL E PANEL F
PANEL G
PANEL H
PANEL I
P A
N E
L
M
D P
A
A-3
A-3
A-3 A-3
A-3A-3
A-3 A-3
A-3A-3
A-3
A-3
A-4A-4
A-4 A-4
A-4A-4A-4
A-4
A-4 A-4
A-4
A-4
D-1
D-1
D-1 D-1
D-1
D-1
F-1F-1
F-1
F-1
F-1 F-1
F-1
F-1
F-1
F-1
F-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1G-1G-1G-1
I-1I-1
I-1
I-1 I-1
I-1 I-1
L-2
L-2
L-2 L-2
L-2 L-2
L-2L-2
L-2L-2
L-2
L-2
KB-1
KB-1…
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