Architectural Plans.pdf
PDF 3 MB Posted
- Solicitation number
- RFQ 171 210000000208 3
- Issued by
- Oscoda County, Fruitport Village, Michigan
About this file
This architectural plans document represents design and construction specifications for a Multi-Division Storage Facility in Gaylord, Michigan, prepared by the State of Michigan Department of Natural Resources in conjunction with the Department of Technology, Management and Budget. The project encompasses a pre-engineered metal building storage facility totaling approximately 326 feet in length with multiple specialized storage bays designed to accommodate Wildlife, Law Enforcement, and Fire/Rescue Division operations. The facility features 942 usable square feet of mezzanine space (1,104 square feet overall), heated and unheated bays with various dimensions ranging from 14 feet by 14 feet to 20 feet by 20 feet, concrete floor slabs with proper drainage and slope specifications, and multiple overhead doors with electronic access control systems. The design includes nineteen-foot eave heights, standing seam metal roof panels with one-twelfth slope, vertical metal siding panels, and both heated and unheated storage sections organized into distinct operational areas labeled as WILDLIFE bays, LAW bays, FRD (Fire/Rescue Division) bays, and PRD (Parks and Recreation Division) bays.
The facility incorporates comprehensive fire-rated wall and floor assemblies meeting UL standards, including six-inch and eight-inch fully grouted concrete masonry unit walls with two to three-hour fire ratings, metal stud framing with gypsum board assemblies, and concrete slabs on metal decks rated for three hours. Interior finishes specify sealed concrete floors, painted or epoxy-painted concrete masonry walls, and open ceilings with exposed metal decking and pre-engineered framing. The design includes detailed hardware schedules specifying stainless steel butt hinges, storeroom and passage locksets, hydraulic closers, ADA-compliant aluminum thresholds, electric overhead door operators with push-button control and remote operation, and electronic keypad access systems with battery backup. All construction must comply with current federal, state, and local codes, ICC/ANSI A117.1 accessibility standards, and ADA requirements, with finished materials including standing seam metal roof panels, vinyl-backed batt insulation in heated bays, and metal rake and fascia trim matching exterior siding finishes.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No. 1.pdf | ||
| Mechanical Plans.pdf | ||
| Addendum No. 1 Attachment (Electrical Specs).pdf | ||
| Electrical Plans.pdf | ||
| Civil Plans.pdf | ||
| Structural Notes 2.pdf | ||
| Advertisement.pdf | ||
| Addendum 2 19239.pdf | ||
| Structural Plans.pdf | ||
| Specifications.pdf | ||
| Cover Sheets.pdf | ||
| Addendum No. 1 Attachment (Pre-Bid RFI Log_3.17.21).pdf | ||
| Structural Notes 1.pdf |
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Text version
64321 7 12109 13 15 171614115 8
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INTERIOR WALL & FLOOR TYPES
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FLOOR PLAN
3/32"=1'-0"
59'-8"60'-10"60'-10"62'-8"19'-4"
326'-0"
60'-8"
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FLOOR DRAIN
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COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
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20FT. CONCRETE
APRON (UNHEATED)
20FT. CONCRETE
APRON (UNHEATED)
PIPE BOLLARD REFER
TO STRUCTURAL DWGS
HOSE BIBB
8"8" 8" 8"
8"
16'-0" 8"
6' X 6' STRIPPED
LIFT AREA
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6"42'-10"
SINK W/ DRAIN
BOARD
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17'-4"
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WILDLIFE
103A105A105B 104A105C106A107A107B108A
108B108C109A109B109C109 106 105
102A103B104B105E105F105G106B
107D
107E108E108F108G109D109E109F
LAW
FRD CHEMICAL
STORAGE
WILDLIFE BAY
LAW BAY
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BY MANUFACTURER, INCLUDING
ROOF & WALL SYSTEM
4" CONC. SLAB ON METAL DECK,
REF. TO STRUCTURAL DWGS.
MEZZANINE:
942 S.F.- USABLE
1104 S.F.- O.A.
FRD CHEMICAL
STORAGE
(UNHEATED)
(HEATED)
(UNHEATED)(UNHEATED)(UNHEATED)(OPEN)
S-802
42' HIGH STEEL PIPE
RAIL
STEEL PIPE RAIL-
REMOVABLE SECTION
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8" CONCRETE MASONRY UNIT - UL U905, 2 HR RATED
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
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SCALE:
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ROOF PLAN
3/32"=1'-0"
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COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
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17'-4"22'-8"20'-0"21'-6"20'-0"20'-0"21'-6"20'-0"20'-0"21'-6"20'-0"20'-0"20'-0"20'-0"21'-6"20'-0"
326'-0"
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METAL ROOF PANELS
RIDGE LINE
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EAVE HEIGHT = 19'-0"
RAKE TRIM RAKE TRIM
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BY MANUFACTURER, INCLUDING
ROOF & WALL SYSTEM
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
E AD BA EB D
6 4 3 2 1712 10 9131517 16 14 11 58
SCALE:
SOUTH ELEVATION
3/32"=1'-0"
SCALE:
NORTH ELEVATION
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SCALE:
EAST ELEVATION
3/32"=1'-0"SCALE:
WEST ELEVATION
3/32"=1'-0"
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COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
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STANDING SEAM
METAL ROOF
CONC. FILLED 6" DIA.
STEEL PIPE BOLLARD-
PAINT SAFETY YELLOW
14' X 14' O.H.
DOOR TYP.
9'x10' O.H.
DOOR
OPEN END BAY
VERTCAL METAL
SIDING PANELS
EXHAUST FAN - REFER
TO MECH. DWGS
STANDING SEAM
METAL ROOF PANELS
VERTICAL METAL
SIDING PANELS
METAL RIDGE
LOUVERS & EXH. FANS-
SEE MECH. PLAN
LOUVERS & VENTS-
REFER TO MECH
DWGS
14' X 14' O.H.
DOOR TYP.
CONC. FILLED 6" DIA.
STEEL PIPE BOLLARD
3070 HM DOOR
& FRAME
FULLY GROUTED CMU
VERTCAL METAL SIDING
PANELS - BEYOND
VERTCAL METAL
SIDING PANELS
EXPOSED STEEL COL.-
GALV. & PAINTED
METAL RAKE- MATCH
SIDING
METAL CORNER TRIM-
MATCH SIDING
FULLY GROUTED CMUFULLY GROUTED CMU
FULLY GROUTED CMU
LIGHT FIXTURE- REFER
TO ELEC. DWGS
LIGHT FIXTURE- REFER
TO ELEC DWGS
METAL CORNER TRIM-
MATCH SIDING
VERTICAL METAL
SIDING PANELS
METAL RIDGE-
MATCH ROOFING
VERTICAL METAL
SIDING
METAL RIDGE-
MATCH ROOFING
METAL CORNER TRIM-
MATCH SIDING
METAL RAKE- MATCH
SIDING
METAL RIDGE
6" METAL FASCIA-
MATCH SIDING
6" METAL FASCIA-
MATCH SIDING
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MATCH SIDING
LINE OF CONC. FTG.-
SEE STRUCTURAL PLAN
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SHEET TITLE:
E AD B A.6A EB.5
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WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
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4" CONC. SLAB ON
METAL DECK & JOISTS
PEMB FRAME
HM DOOR & FRAME
METAL ROOF PANELS ON
8" PURLINS
FULLY GROUTED CMUPREFAB METAL STAIRS
REMOVAL
GUARDRAIL 12
PEMB FRAMEMETAL ROOF PANELS ON
8" PURLINS
HM DOOR & FRAME CMU WALLS COLUMNS & BEAMS
BY PEMB SUPPLIER
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BY PEMB
RATED CMU OVER THICKENED
SLAB- REFER TO STRUC DWGS
PEMB FRAMEPEMB CHANNEL OH
DOOR FRAME
ROOF & WALL INSUL. BY
PEMB MANF. AT HEATED
BAYS ONLY
METAL RAKE-
MATCH SIDING
FULLY GROUTED CMU
FULLY GROUTED CMU
PEMB FRAMEMETAL ROOF PANELS ON
8" PURLINS
HM DOOR & FRAME 8" FIBER REINF. CONC. SLAB
ON 15 MIL. VAPOR BARRIER
OVER GRANULATED FILL
VERTICAL METAL
SIDING
OH DOOR
REMOVABLE
GUARDRAIL
14'x14' OH DOOR
TRENCH & COL FTGS-
REFER TO STRUC DWGS MAN DOOR ENTRY SLAB -
REFER TO STRUC. DWGS
8" CONC. APPROACH
20'-0"
PEMB FRAMING CMU WALL ON THICKENED
SLAB- REFER TO STRUC. DWGS
SLOPE 1/8"/FT. TO OH
DOOR OPENING
SLOPE 1/8"/FT. TO OH
DOOR OPENING
SLOPE 1/8"/FT. TO OH
DOOR OPENING
SLOPE 1/8"/FT. TO OH
DOOR OPENING
WATER HTR- REFER TO
MECH DWGS
HB
ROOF & WALL INSUL. BY
PEMB MANF. AT HEATED
BAYS ONLY ROOF & WALL INSUL. BY
PEMB MANF. AT HEATED
BAYS ONLY
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ON 15 MIL. VAPOR BARRIER
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ON 15 MIL. VAPOR BARRIER
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REFER TO STRUC DWGS
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REFER TO STRUC DWGS
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REFER TO STRUC DWGS
METAL STUD & GYP BD
WALL
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3 BUILDING SECTION
1/8"=1'-0"SCALE:A-101
4 BUILDING SECTION
1/8"=1'-0"
SCALE:A-101
2 BUILDING SECTION
1/8"=1'-0" SCALE:A-101
1 BUILDING SECTION
1/8"=1'-0"
4" CONC SLAB ON
METAL DECK
METAL STUD &
GYP BD WALL
BEYOND- PAINT
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METAL RIDGE
OH DOOR FRAME BY
PEMB MANF.
PEMB GIRT
PEMB TIE BEAM- REFER TO
STRUC. DWGS
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STRUC. DWGS
PEMB TIE BEAM- REFER TO
STRUC. DWGS
20'-0"
1/2" EXP. JOINT
1/2" EXP. JOINT
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A-401
PEMB GIRTS
100-0" @ EXT. DOORS
100-0" @ EXT. DOORS100-0" @ EXT. DOORS
100-0" @ EXT. DOORS
A-401
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
A.6
16 16 17 17
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
A
W A
L L
S
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T I O
N S
SCALE:A-301
1 WALL SECTION
3/4"=1'-0"
11'-10" MEZZANINE FLOOR F/F
(F/G @ EXT. DOORS)
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
INSULATION BY PREENGINEERED
MANF.
FRAMING BY PREENGINEERED MANF.
3 1/2" METAL STUDS @ 16" O.C. W/ (3)
LAYERS OF 1/2" TYPE C GYP. BD. ON
EACH SIDE. - UL 419 ASSEMBLY.
STEEL PIPE RAIL BEYOND
4" CONC. SLAB W/ W6 x W10 WWR
14 GA. MIN. SCREED ANGLE
MEZZANINE FRAMING INCL. METAL
DECK, STEEL JOISTS & BEAMS BY
PREENGINEERED MANF.
METAL CLOSURE STRIP
5/8" TYPE C GYP. BD.
STEEL FURRING CHANNELS @
24" O.C.
COL. BY PREENGINEERED MANF.
CMU WALL BEYOND
UL G512 - 3 HR. FLOOR ASSEMBLY
4" CONC. SLAB W/ W6 x W10 WWR
UL G512 - 3 HR. FLOOR ASSEMBLY
8" GIRTS BY PREENGINEERED MANF.
METAL SIDING PANELS BY
PREENGINEERED MANUF
MEZZANINE FRAMING INCL. METAL
DECK, STEEL JOISTS & BEAMS BY
PREENGINEERED MANF.
14 GA. MIN. SCREED ANGLE
5/8" TYPE C GYP. BD. ON STEEL
FURRING CHANNELS @ 24" O.C.
6" VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. IN
HEATED BAYS ONLY
FILL ALL GAPS W/ FIRE STOP
8" GIRTS BY PREENGINEERED MANF.
8" CHANNEL BY PREENGINEERED MANF.
2 COURSES, FULLY GROUTED CMU
1/2" EXPANSION JOINT
8" FIBER REINF. CONC. SLAB ON 15 MIL
VAPOR BARRIER OVER GRANDULAR
FILL - REFER TO STRUCTURAL DWGS.
PERIMETER INSUL. AT EXTERIOR OF
HEATED BAYS ONLY
6" FULLY GROUTED CMU: UL 906- 3
HR RATED WALL - REFER TO STRUC.
DWGS FOR REINF. REQUIREMENTS
8" CMU: UL 904- 3 HR RATED WALL -
REFER TO STRUC. DWG. FOR REINF.
REQUIREMENTS
CONC. FTG. REFER TO STRUCTURAL
DWGS.
11'-10" MEZZANINE FLOOR F/F
(F/G @ EXT. DOORS)
11'-10" MEZZANINE FLOOR F/F
(F/G @ EXT. DOORS)
5 8
WALL BRACING- REFER TO
STRUCTURAL DWGS.
CONTINUOUS BOND BEAM W/ 2-#5
8" GIRTS BY PREENGINEERED MANF.
COL. BEYOND BY PREENGINEERED
MANF.
8" CHANNEL BY PREENGINEERED MANF.
CONC. FTG. REFER TO STRUCTURAL
DWGS.
SCALE:A-101
2 WALL SECTION
3/4"=1'-0"SCALE:A-301
3 WALL SECTION
3/4"=1'-0"SCALE:A-301
4 WALL SECTION
3/4"=1'-0"
CMU BEYOND
MEZZANINE FRAMING INCL. METAL
DECK, STEEL JOISTS & BEAMS BY
PREENGINEERED MANF.
4" CONC. SLAB W/ W6 x W10 WWR
METAL J CLOSURE STRIP
1 1/2" STEEL PIPE RAIL - WELD GRIND
SMOOTH & PAINT
4 x 4 X 1/4 ANGLE
5/8" TYPE C GYP. BD. ON STEEL
FURRING CHANNELS @ 24" O.C.
METAL J CLOSURE STRIP
3-LAYERS OF 1/2" TYPE C GYP. BD.
6" VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. IN
HEATED BAYS ONLY
VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. @
ROOF
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
METAL RAKE BY PREENGINEERED
MANF.- MATCH SIDING FINISH
FRAMING BY PREENGINEERED MANF. FRAMING BY PREENGINEERED MANF.
1 1/2" MIN. FIRE STOP
FRAMING BY PREENGINEERED MANF.
8" CMU: UL 904- 3 HR RATED WALL -
REFER TO STRUC. DWG. FOR REINF.
REQUIREMENTS
CONTINUOUS BOND BEAM W/ 2-#5
FIRESTOP CAULKING
METAL J CLOSURE STRIP
3 1/2" METAL STUDS @ 16" O.C. W/ (3)
LAYERS OF 1/2" TYPE C GYP. BD. ON
EACH SIDE. UL 419 ASSEMBLY.
VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. @
ROOF
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
SCALE:A-301
5 WALL SECTION
3/4"=1'-0"
METAL DRIP EDGE- MATCH SIDING
FINISH
8" FIBER REINF. CONC. SLAB ON 15 MIL
VAPOR BARRIER OVER GRANDULAR
FILL - REFER TO STRUCTURAL DWGS.
FIRESTOP CAULKING
FIRESTOP CAULKING
1 1/2" MIN. FIRE STOP
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
A
A E
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
A
W A
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CMU WALL BEYOND
8" GIRTS BY PREENGINEERED MANF.
2 COURSES, FULLY GROUTED CMU
1/2" EXPANSION JOINT
8" FIBER REINF. CONC. SLAB ON 15MIL
VAPOR BARRIER OVER GRANDULAR
FILL - REFER TO STRUCTURAL DWGS.
PERIMETER INSUL. AT EXTERIOR OF
HEATED BAYS ONLY
CONC. FTG. REFER TO STRUCTURAL
DWGS.
SCALE:A-301
1 WALL SECTION
3/4"=1'-0"
METAL CLOSURE STRIP
6" VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. IN
HEATED BAYS ONLY
1 1/2" min. FIRE STOP
FRAMING BY PREENGINEERED MANF.
8" CMU: UL 905- 2 HR RATED WALL -
REFER TO STRUC. DWG. FOR REINF.
REQUIREMENTS
CONTINUOUS BOND BEAM W/ 2-#5
METAL CLOSURE STRIP
6" METAL STUDS @ 16" O.C. W/ (2)
LAYERS OF 1/2" TYPE C GYP. BD. ON
EACH SIDE. UL 419 ASSEMBLY.
VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. @
ROOF
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
METAL WALL PANELS- MATCH
EXTERIOR WALL PANELS
6" BATT INSUL. TYP. AT COL. 14 ONLY
CONC. FTG. REFER TO STRUCTURAL
DWGS.
SCALE:A-301
2 WALL SECTION
3/4"=1'-0"SCALE:A-301
3 WALL SECTION
3/4"=1'-0"
FRAMING BY PREENGINEERED MANF.
ALUM. THRESHOLD SET IN BED OF
CAULKING
HOLLOW METAL DOOR AND FRAME
METAL DRIP EDGE -MATCH SIDING
FINISH
CAULK DOOR FRAME PERIMETERHOLLOW METAL DOOR & FRAME
OVERHEAD DOOR, TRACK &
HARDWARE BY SINGLE SOURCE
OVERHEAD DOOR, FRAME BY PRE-
ENGINEERED MANF.
METAL DRIP EDGE -MATCH SIDING
FINISH
VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. @
ROOF
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
ENTRY SLAB - REFER TO STRUCTURAL
DWGS
VINYL BACKED BATT INSUL. BY
PREENGINEERED MANF. - TYP. @
ROOF
METAL ROOF PANELS ON 8" PURLINS
BY PREENGINEERED MANF.
FRAMING BY PREENGINEERED MANF.
8" GIRTS BY PREENGINEERED MANF.
METAL WALL PANELS BY
PREENGINEERED MANF.
METAL WALL PANELS BY
PREENGINEERED MANF.
OPP. HAND
METAL WALL PANELS- MATCH
EXTERIOR WALL PANELS
CMU WALL BEYOND
1/2" EXPANSION JOINT
CONC. FTG. REFER TO STRUCTURAL
DWGS.
SCALE:A-301
4 WALL SECTION
3/4"=1'-0"
METAL DRIP EDGE -MATCH SIDING
FINISH
CMU WALL BEYOND
FRAMING BY PREENGINEERED MANF.
8" FIBER REINF. CONC. SLAB ON 15MIL
VAPOR BARRIER OVER GRANDULAR
FILL - REFER TO STRUCTURAL DWGS.
8" FIBER REINF. CONC. SLAB ON 15MIL
VAPOR BARRIER OVER GRANDULAR
FILL - REFER TO STRUCTURAL DWGS.
6" FASCIA BY PREENGINEERED MANF.-
MATCH SIDING FINISH6" FASCIA BY PREENGINEERED MANF.-
MATCH SIDING FINISH
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
AB.5
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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
A
S T
A I
S
C
T I O
N
SCALE:A-301
2 STAIR SECTION
3/4"=1'-0"
3'-9"
4'-6
" 4'-6
" 4'-6
" 4'-6
" 1'-0
5 8
5 8
F I E
V
R
I F
Y
SLOPE 1/8" /FT. TO OH DOOR OPENING
100-0" @ EXT. DOORS
10'-0"
31'-10"
" 3
E
Q
U
A
L
E
Q
U
A
L
1 1/2" DIA.METAL POST
1 1/2" DIA. METAL GUARDRAIL
1 1/2" DIA. METAL HANDRAIL
1 1/2" DIA. METAL MIDDLE &
BOTTOM RAIL
1" BAR GRATING STAIR TREAD
NOTE: GRIND SMOOTH & PAINT ALL
WELD JOINTS
1" BAR GRATING LANDING
STEEL CHANNEL LANDING FRAME
STEEL CHANNEL STRINGER @ EA. SIDE
STEEL CLIP ANGLE @ EACH SIDE
TS 4 x 4x 1/4
COLUMN FOOTING - REFER TO
STRUCTURAL DWGS
8" FIBER REINF. CONC. SLAB ON 15 MIL. VAPOR
BARRIER OVER GRANDULAR FILL
STEEL ANGLE W/ EXPANSION ANCHOR
W/ 4" MIN EMBEDMENT
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
2 1
HEAD TYPES
SILL TYPES
JAMB TYPES
2 1
F1
REFER TO
SCHED.2" 2"
R E
F E
R
T
O
S
C H
E D
F2
REFER TO
SCHED.2" 2"
R E
F E
R
T
O
S
C H
E D
F3
REFER TO
SCHED.
R E
F E
R
T
O
S
C H
E D
FRAME TYPES
B
DOOR TYPES
A B
HARDWARE SCHEDULE
D E
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S
T O
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C
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Y
G A
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R D
M
I
THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF
SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,
COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR
WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020
A
D O
O
M
F
I N
I S
H
S
C H
E D
U L E
S
ROOM FINISH SCHEDULE
ROOM NO ROOM NAME FLOOR
N S E W
WALLS
MATL HEIGHT
CEILING
NOTES
WILDLIFE CONC 11'-6"
BASE
GENERAL ROOM FINISH NOTES:
1. THRESHOLDS SHALL NOT BE MORE THAN 1/2" IN HEIGHT AND SHALL BE BEVELED AT BOTH SIDES. THE BEVEL SHALL NOT BE MORE THAN
ONE VERTICAL TO TWO HORIZONTAL.
2.ALL INTERIOR FINISHES TO HAVE A FIRE PERFORMANCE AND FLAME SPREAD RATING PER REQUIREMENTS OF MBC CHAPTER 8.
3.ALL CONCEALED INSULATION TO HAVE A FLAME SPREAD RATING OF 75 ( 25 IF EXPOSED ) OR LESS AND A MAXIMUM SMOKE DEVELOPED
RATING OF 450 PER MBC SECTION 720.
ROOM FINISH LEGEND
FLOORS
CONC CONCRETE - SEALED
WALL BASE
VWB-1 VINYL WALL BASE- TYPE 1
WALLS
CMU-P CONCRETE MASONRY UNIT - PAINTED
CMU-EP CONCRETE MASONRY UNIT - EPOXY PAINTED
CMU-U CONCRETE MASONRY UNIT - UNINISHED
MS-1 METAL SIDING
MS-2 METAL SIDING- INTERIOR FACE OF EXTERIOR PANELS
CEILINGS
OPEN-1 OPEN TO METAL DECK
OPEN-2 OPEN TO PEMB FRAMING & ROOF PANELS
100 CMU-U
LAW
VARIES
FRD CHEMICAL
STORAGE
WILDLIFE BAY
LAW BAY
UNASSIGNED BAY
PRD BAY
FRD BAY
OPEN COVERED
BAY
MS-2
DOOR SCHEDULE
JAMB
DOOR SIZEROOM NAME
TYPE
HEAD
REMARKS
SILL
FIRE
RATING
DOOR DETAIL
DOOR
MAT'L.
FRAME
MAT'L.
HARDWARE
SET
TYPE
102A -IOHB -
THICKNESS
2"
1. ELECTRONIC ACCESS CONTROL HARDWARE (KEYPAD);
HARDWARE SHALL COMPLY W/ MBC SEC. 1010.1.9.9
2. DOOR FRAME BY PEMB MANFACTURER
3. DOOR HARDWARE BY OH DOOR MANUFACTURER
4. DOOR MOTOR W/PUSH BUTTON OPERATION
5. TACTILE EXIT DISCHARGE SIGNAGE
6. ALL DOORS THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL
PROVIDE A SMOOTH SURFACE WITHIN 10" A.F.F. VERTICALLY ON
THE PUSH SIDE EXTENDING THE FULL WIDTH OF A SWINGING
DOOR
MEZZANINE
OPEN-2
OPEN-1
DOOR NOTES:
100 WILDLIFE
101 LAW
103A
1 3/4"
1 3/4" HMA HM A 11 1 -
1 3/4"
F1
102 FRD CHEMICAL STORAGE 1 3/4"
FRD BAY
CMU TO 8'-0" A.F.F.
103B
104A
104B
105A
105B
105C
105D
105E
105F
105G
106A
106B
107A
107B
107C
107D
108A
108B
108C
108D
108E
108F
108G
109A
109B
109C
109D
109E
FRD CHEMICAL STORAGE
WILDLIFE BAY
WILDLIFE BAY
WILDLIFE BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
LAW BAY
UNASSIGNED BAY
UNASSIGNED BAY
UNASSIGNED BAY
PRD BAY
PRD BAY
PRD BAY
PRD BAY
PRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
FRD BAY
3'-0" X 6'-10"
3'-0" X 7'-0"
9'-0" X 10'-0"
14'-0" X 14'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-0" X 6'-10"
3'-0" X 6'-10"
3'-0" X 6'-10"
3'-0" X 6'-10"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0"
14'-0" X 14'-0" 109F
FRD BAY
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
HMA HM A 11 1 - -
HMA HM A 11 1 - -
HMC HM - 2
2, 3, 4
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
-IOHB -2" - - -
B
B
B
B
-HMC HM 1
HMC HM 2 2 2
HMC HM 2 2 2
HMC HM 2 2 2
HMA HM 1 1 -
3'-0" X 6'-10"
3'-0" X 6'-10"
HMA HM 1 1 -
HMA HM 1 1 -
HMA HM 1 1 -
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CMU-U
MS-2
MS-2
MS-2
MS-2
MS-2
MS-2
MS-1
CMU-U
CMU-U
CMU-U
OPEN-1
OPEN-1
CMU TO 8'-0" A.F.F.
CMU TO 8'-0" A.F.F.
CMU TO 8'-0" A.F.F.
CMU TO 8'-0" A.F.F.
CMU TO 8'-0" A.F.F. @ WEST WALL
OPEN-2
OPEN-2
OPEN-2
OPEN-2
OPEN-2
OPEN-2
OPEN-2
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
11'-6"
11'-6"
CMU-UCMU-U
CMU-U CMU-U
CMU-UMS-2
MS-2
MS-2
MS-2
MS-2
MS-2
MS-2
MS-2
MS-2 MS-2 OPEN
OPEN
OPEN
OPEN
OPEN
OPEN MS-1
CMU-U
CMU-U
MS-1
LAW BAY CONC - CMU-U CMU-U
VARIESOPEN-2
CMU-U
MS-1
OPEN
CMU-U
MS-1
CMU-U
MS-1
CMU-U
MS-1
CMU-U
MS-1
CMU-U
MS-1
CMU-U
MS-1
MS-2
FRAME BY PEMB MANF.
2 2
2 2
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
2, 3, 4
1, 5
1, 5
1, 5
1, 5
1, 5
INSULATED OVERHEAD
DOOR
FLUSH HOLLOW METAL
DOOR
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
F3
HOLLOW METAL DOOR
W/ 6" x 36" VIEW WINDOW
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ADA COMPLIANT ALUMINUM THRESHOLD SET IN A HEAVY BED OF SEALANT
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12" EXPANSION JOINT MATERIAL
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4" CONCRETE SIDEWALK
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REFER TO STURACTURAL DWGS FOR FOUNDATION & SLAB DETAILS
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INSULATED HOLLOW METAL DOOR
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INSULATED HOLLOW METAL DOOR
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METAL SIDING- BEYOND
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HOLLOW METAL DOOR FRAME
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PEMB FRAMING
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PEMB TRIM W/ DRIP EDGE
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INSULATED HOLLOW METAL DOOR
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INSULATED HOLLOW METAL DOOR
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HOLLOW METAL DOOR FRAME
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PRECAST LINTEL- REF TO STRUCTURAL DWGS.
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METAL SIDING- BEYOND
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METAL SIDING- BEYOND
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INSULATED HOLLOW METAL DOOR
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HOLLOW METAL DOOR FRAME
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PEMB FRAMING
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PEMB TRIM
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METAL SIDING- BEYOND
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INSULATED HOLLOW METAL DOOR
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HOLLOW METAL DOOR FRAME, GROUT SOLID
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CMU - GROUT SOLID
AutoCAD SHX Text HARDWARE SET DES 1 - [SECURE ROOMS] - [SECURE ROOMS] DOOR NUMBER: 100, 101, 102 EACH TO HAVE: 3 EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ 1 EA. STOREROOM LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ EA. STOREROOM LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ STOREROOM LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ 1 EA. CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ EA. CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ HARDWARE SET DES 2 - [EXTERIOR DOORS] - [EXTERIOR DOORS] DOOR NUMBER: 103, 105, 106, 108, 109 EACH TO HAVE: 3 EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ 1 EA. LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ EA. LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ LOCKSET - GT115 BSN IC SF7-PDQ1 - US26D - PDQ 1 EA. CLOSER - 7101 BC PA REGULAR ARM (PUSH SIDE MOUNT) - AL - PDQ EA. CLOSER - 7101 BC PA REGULAR ARM (PUSH SIDE MOUNT) - AL - PDQ CLOSER - 7101 BC PA REGULAR ARM (PUSH SIDE MOUNT) - AL - PDQ 1 EA. THRESHOLD - S205 - AL - RES EA. THRESHOLD - S205 - AL - RES THRESHOLD - S205 - AL - RES 1 EA. SWEEP - 964 - AL - RES EA. SWEEP - 964 - AL - RES SWEEP - 964 - AL - RES 1 EA. WEATHERSTRIP - 855 - AL - RES EA. WEATHERSTRIP - 855 - AL - RES WEATHERSTRIP - 855 - AL - RES 1 EA. ELECTRIC PUSH BUTTON ACCESS W/ BATTERY BACKUP EA. ELECTRIC PUSH BUTTON ACCESS W/ BATTERY BACKUP ELECTRIC PUSH BUTTON ACCESS W/ BATTERY BACKUP HARDWARE SET DES 3 - [PASSAGE DOORS] - [PASSAGE DOORS] DOOR NUMBER: 104, 105D, 107B, 108D EACH TO HAVE: 3 EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ EA. BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ BUTT HINGES - 35STBB 4545 NRP - US26D - PDQ 1 EA. PASSAGE LOCKSET - GT126 SPIRIT - US26D - PDQ EA. PASSAGE LOCKSET - GT126 SPIRIT - US26D - PDQ PASSAGE LOCKSET - GT126 SPIRIT - US26D - PDQ 1 EA. CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ EA. CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ CLOSER -7101 BC PA REGULAR ARM (PULL SIDE MOUNT) - AL - PDQ HARDWARE SET DES 4 - [PROVIDED BY OVERHEAD DOOR SUPPLIER] - [PROVIDED BY OVERHEAD DOOR SUPPLIER] DOOR NUMBER: 102A, 103A, 103B, 104A, 104B, 105A, 10B, 105C, 105E, 105F, 105G, 106A, 106B, 107, 107A, 107C, 107D, 108A, 108B, 108C, 108E, 108F, 108G, 109A, 109B, 109C, 109D, 109E, 109F EACH TO HAVE: 1 EA. ELECTRIC OPERATOR W/ PUSH BUTTON CONTROL & (2) REMOTES TRACKS AND ALL SUPPORTING HARDWARE PROVIDED BY DOOR MANUFACTURER.
AutoCAD SHX Text GENERAL NOTES: : 1. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND NOTIFY ARCHITECT IMMEDIATELY IF THAT CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS AND NOTIFY ARCHITECT IMMEDIATELY IF THAT WHICH EXISTS DIFFERS FROM THAT WHICH IS SHOWN ON DRAWINGS. 2. ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE AND LOCAL CODES, LAWS AND ORDINANCES. THE ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE AND LOCAL CODES, LAWS AND ORDINANCES. THE REQUIREMENTS OF ICC/ANSI A117.1 AND THE AMERICANS WITH DISABILITIES ACT (ADA) ARE TO BE FULLY SATISFIED. ALL WORK SHALL MEET THE MOST STRINGENT REQUIREMENTS OF BOTH INCLUDING, BUT NOT LIMITED TO CLEARANCES, LIMITATIONS, ACCESSORIES, ETC. 3. FURNISH HARDWARE AS SCHEDULED WITHOUT SUBSTITUTION, NO ALTERNATES WILL BE APPROVED. FURNISH HARDWARE AS SCHEDULED WITHOUT SUBSTITUTION, NO ALTERNATES WILL BE APPROVED. 4. FURNISH AND PROVIDE ALL NECESSARY REINFORCEMENTS, BRACKETS, FASTENERS, SPACERS AND FILLERS TO FURNISH AND PROVIDE ALL NECESSARY REINFORCEMENTS, BRACKETS, FASTENERS, SPACERS AND FILLERS TO PROVIDE A COMPLETE FUNCTIONING OPENING. 5. PROVIDE COMPLETE SHOP DRAWINGS, SUBMITTALS AND CUT SHEETS COMPLYING WITH DHI PRESCRIBED PROVIDE COMPLETE SHOP DRAWINGS, SUBMITTALS AND CUT SHEETS COMPLYING WITH DHI PRESCRIBED METHODS AND VERTICAL FORMAT DOUBLE SPACED HARDWARE SCHEDULE.
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TUEBOR
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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INDEX CODE
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PROJECT
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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SHEET TITLE:
| A-101 |
| Sheets and Views |
| A-101 |
| A-109 |
| Sheets and Views |
| A-109 |
| A-201 |
| Sheets and Views |
| A-201 |
| A-301 |
| Sheets and Views |
| A-301 |
| A-401 |
| Sheets and Views |
| A-401 |
| A-402 |
| Sheets and Views |
| A-402 |
| A-403 |
| Sheets and Views |
| A-403 |
| A-701 |
| Sheets and Views |
| A-701 |
File details come from the government source that posted it. Updated .