211105 Plans 19322.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 220000000086 2
- Issued by
- Arenac County, Lansing City, Michigan
About this file
Summary
This architectural plan set is prepared for the Michigan Department of Transportation (MDOT) and the State of Michigan's Department of Technology, Management and Budget (DTMB) for two distinct facility projects. The first project involves construction of a protective entrance canopy at the L'Anse Service Facility in the Superior Region, designed to provide weather protection at the garage entrance. The second project encompasses roof repair work at the MDOT Houghton Maintenance Service Facility, including roof membrane replacement, drainage system modifications, parapet wall construction, and exterior wall insulation. The plans are dated November 5, 2021, and are issued as bid sets prepared by OHM Architects, Engineers, and Planners. The L'Anse project includes installation of an entrance canopy with steel framing (HSS columns and rafters), concrete piers, a steel roof plate with fascia, and a concrete apron slab. The Houghton project involves removal of existing eaves, installation of new roof drainage systems with PVC conductors, construction of parapet walls with vertical metal siding, and installation of roof insulation with membrane covers. Both projects include modifications to ADA parking and walkway striping and signage relocation.
The architectural and structural documentation includes comprehensive general notes, material specifications, and design standards conforming to the 2015 Michigan Building Code and ASCE 7-10 standards. Design loads are specified with ground snow loads of 70 PSF for L'Anse and 80 PSF for Houghton, wind speeds of 115 MPH exposure category C, and seismic design category A. Material specifications require structural steel to conform to ASTM A992 (Fy=50 ksi) with hot-dipped galvanization and E70XX welding, concrete to achieve 5,000 psi compressive strength at 28 days, and wood framing to be Spruce-Pine-Fir No. 2 or better with pressure-treated lumber for ground contact applications. All exposed steel surfaces are to be galvanized and painted to match existing structures. The contractor is responsible for verifying existing conditions, maintaining site security and cleanliness, protecting public safety, obtaining permits, calling for utility locates (MISS DIG at 800-482-7171), and restoring all disturbed areas to original condition.
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Other files
| File | Type | Posted |
|---|---|---|
| 211105 Specifications 19322.pdf | ||
| 211105 Advertisment 19322.pdf | ||
| Addendum 1 19322.pdf | ||
| Addendum 2 19322.pdf |
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Text version
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L'ANSE SERVICE FACILITY - SUPERIOR REGION
L'ANSE GARAGE ENTRANCE CANOPY
GENERAL NOTES:
1. GENERAL NOTES APPLY TO ALL DRAWINGS
2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS
NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE
ARCHITECT.
3. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS
NOTED OTHERWISE.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.
EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF
CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT BEFORE
PROCEEDING WITH WORK.
5. CONTRACTOR SHALL PAY ALL PERMIT FEES.
6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,
CLEAN AND SAFE MANNER.
7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL
STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY
DAMAGES DURING CONSTRUCTION.
8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL
CONDITION.
9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM
THE BEST AVAILABLE DATA. PURSUANT TO ACT 53 OF THE P.A. OF 1974, AS A
CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO
UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THE CONTRACT.
PHONE (800)482-7171
DRAWING INDEX:
TS TITLE SHEET
301 WINTER STREET
L'ANSE, MI 49946
I Certify That The Architectural Plans Were Prepared Under My Direct Supervision
I Certify That The Structural Plans Were Prepared Under My Direct Supervision
ARCHITECTURAL
A-001 GENERAL NOTES, ABBREVIATIONS
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
OHM PROJECT No.
DATE:
DTMB File No.
Index No.
7136-19-0110L
05 NOV 2021
BID SET
591/19322.JBB
00674
A-101 PROTECTIVE ENTRANCE CANOPY
Job # 7136-19-0110 Nov. 5, 2021
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PRELIMINARY
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CONSTRUCTION
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DTMB FILE NO:
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CHICAGO
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MILWAUKEE
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LAKE MICHIGAN
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DETROIT
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LAKE HURON
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SAULT STE MARIE
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MARQUETTE
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DULUTH
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MINNEAPOLIS
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GREEN BAY
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TRAVERSE CITY
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LANSING
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L'ANSE
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ABBREVIATIONS
SNOW LOADS
BALANCED SNOW
UNBALANCED SNOW
SLIDING SNOW
BUILDING LOADS - ENTRANCE CANOPY
WIND LOADS
EARTHQUAKE DESIGN DATA
LOAD VARIABLE
LOAD OR VARIABLE
LIVE LOADS
LOAD TYPE
DEAD LOAD
SOIL BEARING CAPACITY
CONCRETE:
REINFORCING:
STRUCTURAL STEEL:
FOUNDATIONS:
GENERAL NOTES
MATERIAL SYMBOLS
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AutoCAD SHX Text 18"x60" CLEAR FLOOR SPACE OR AS NOTED ICC/ANSI A117.1 - 404.2.3
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T-SHAPED WHEELCHAIR TURNING SPACE ICC/ANSI A117.1 - 304.3
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60" WHEELCHAIR TURNINGSPACE ICC/ANSI A117.1 - 304.3
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DOOR NUMBER
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DETAIL NO.
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SHEET NO.
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SECTION
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FULL SECTION
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INTERIOR ELEVATION
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DETAIL
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WALL TYPE TAG
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WINDOW TAG
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REVISION TAG
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CORRIDOR
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ROOM TAG
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ROOF PITCH TAG
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HORIZONTAL COL REFERENCE GRIDLINE
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FIN FLOOR = 100'-0"
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ALTERNATE DOOR TAG
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MATCH LINE & FLAG
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X EL =
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NORTH ARROW
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X EL =
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ROOM NAME
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AutoCAD SHX Text DBL DOUBLE DOUBLE DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA or DIAMETER DIAG DIAGRAM DIAGRAM DIM DIMENSION DIMENSION DIR DIRECTORY DIRECTORY DN DOWN DOWN DR DOOR DOOR DS DOWNSPOUT DOWNSPOUT DWG DRAWINGDRAWING
AutoCAD SHX Text E EAST EAST EA EACH EACH EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR EF EXHAUST FAN EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL ELEV ELEVATOR / ELEVATION ELEVATOR / ELEVATION EMER EMERGENCY EMERGENCY ENT ENTRANCE ENTRANCE EPDM ETHYLENE PROPYLENE DIENE MONOMER ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EX EXISTING EXISTING EXP EXPANSION / EXPOSED EXPANSION / EXPOSED EXP STR EXPOSED STRUCTURE EXPOSED STRUCTURE EXT EXTERIOR EXTERIOR
AutoCAD SHX Text FA FIRE ALARM FIRE ALARM FAI FRESH AIR INTAKE FRESH AIR INTAKE FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER & WALL BRACKET FIRE EXTINGUISHER & WALL BRACKET FEC FIRE EXTINGUISHER & CABINET FIRE EXTINGUISHER & CABINET FF FINISH FLOOR FINISH FLOOR FH FULL HEIGHT FULL HEIGHT FIN FINISH / FINISHED FINISH / FINISHED FIN GR FINISH GRADE FINISH GRADE FL FLOOR FLOOR FLR FLOOR / FLOORING FLOOR / FLOORING FLSHG FLASHING FLASHING FR FRAME FRAME FRP FIBER GLASS REINFORCED PANELS FIBER GLASS REINFORCED PANELS FRT FIRE TREATED FIRE TREATED FT FOOT OR FEET FOOT OR FEET FTG FOOTING FOOTING FUR FURRING FURRING FWW FLEXIBLE WOOD WALLCOVERINGFLEXIBLE WOOD WALLCOVERING
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1. GROUND SNOW LOAD, Pg
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2. FLAT-ROOF SNOW LOAD, Pf
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3. SNOW EXPOSURE FACTOR, Ce
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4. SNOW LOAD IMPORTANCE FACTOR, Is
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5. ROOF THERMAL FACTOR, Ct
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70 PSF
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60 PSF
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AutoCAD SHX Text 6 SLOPED ROOF FACTOR, Csu
AutoCAD SHX Text 14° = 1.0
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7. SLOPED ROOF SNOW LOAD, Ps
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60 PSF
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1. WINDWARD (18.4°)
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2. LEEWARD (18.4°)
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18 PSF
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82 PSF
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1. SLIDING SNOW (SUPERIMPOSED ON BALANCED LOAD)SLIDING SNOW (SUPERIMPOSED ON BALANCED LOAD)
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1. BASIC WIND SPEED (3-SECOND GUST)
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3. WIND EXPOSURE CATEGORY
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4. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)
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5. INTERNAL PRESSURE COEFFICIENT (OPEN BUILDING)
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1. RISK CATEGORY
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2. SEISMIC IMPORTANCE FACTOR, Ie
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3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss
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4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1
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5. SITE CLASS
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6. SEISMIC DESIGN CATEGORY
AutoCAD SHX Text NOTES: 1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE 2. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.
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115 MPH
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45.7, -49.6 PSF
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II
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AutoCAD SHX Text 0.045g
AutoCAD SHX Text 0.018g
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BUILDING CLASSIFICATION II
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1. ROOF LIVE LOAD - SEE NON-CONCURRENT SNOW LOAD BELOW
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20 PSF
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VASD=VULTASD=VULTVULTULT
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QASD=QULTASD=QULTQULTULT
AutoCAD SHX Text (0.6)
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1. MATERIAL DEAD LOAD
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10 PSF
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1. ASSUMED BEARING CAPACITY
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3,000 PSF
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2. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION
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2. RISK CATEGORY
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II
AutoCAD SHX Text 120 PSF + Ps
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1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS, THE LATEST ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND THE MICHIGAN BUILDING CODE. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 2. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. 3. ALL CONCRETE SHALL OBTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AGE: ALL CONCRETE SHALL OBTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS AGE: 5,000 psi. REFER TO SPECIFICATIONS AND ACI 301 FOR DESIGN STRENGTHS REQUIRED AND MIX PROPORTIONS. 4. VERIFY ALL FLOOR FINISHES AND DEPRESS SLABS AS REQUIRED. SLOPE SLABS TO FLOOR DRAINS.VERIFY ALL FLOOR FINISHES AND DEPRESS SLABS AS REQUIRED. SLOPE SLABS TO FLOOR DRAINS.
AutoCAD SHX Text
1. NO CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN GROUND. NO CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 2. IN GENERAL, CONSTRUCTION SUBJECT TO FROST SHALL BE CARRIED DOWN A MINIMUM OF 5'-0" BELOW IN GENERAL, CONSTRUCTION SUBJECT TO FROST SHALL BE CARRIED DOWN A MINIMUM OF 5'-0" BELOW FINISH GRADE. 3. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY PER DESIGN ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY PER DESIGN LOADS. 4. ALL FINISHED EXCAVATIONS SHALL BE INSPECTED PRIOR TO PLACING ANY CONCRETE. ALL FINISHED EXCAVATIONS SHALL BE INSPECTED PRIOR TO PLACING ANY CONCRETE. 5. ALL BACK FILL UNDER OR ADJACENT TO ANY PORTION OF THE STRUCTURES SHALL BE MDOT CLASS II ALL BACK FILL UNDER OR ADJACENT TO ANY PORTION OF THE STRUCTURES SHALL BE MDOT CLASS II AND COMPACTED IN 12" MAXIMUM LIFTS. 6. PROVIDE 6" SAND OR GRAVEL FILL AS BASE MATERIAL, COMPACTED TO 95% MICHIGAN CONE DENSITY, PROVIDE 6" SAND OR GRAVEL FILL AS BASE MATERIAL, COMPACTED TO 95% MICHIGAN CONE DENSITY, UNDER ALL SLABS ON GRADE AND WELL COMPACTED STRUCTURAL FILL BELOW BASE AGGREGATE.
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1. ALL REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL, ALL REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL, EXCEPT AS OTHERWISE SPECIFIED. 2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND SHALL BE PROVIDED IN FLAT SHEETS. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND SHALL BE PROVIDED IN FLAT SHEETS. LAPS SHALL BE STAGGERED AND BE TWO FULL MESH MINIMUM. 4. SCHEDULE WITH SHOP DRAWINGS ALL NECESSARY ACCESSORIES TO HOLD REINFORCING SECURELY IN SCHEDULE WITH SHOP DRAWINGS ALL NECESSARY ACCESSORIES TO HOLD REINFORCING SECURELY IN POSITION. MINIMUM REQUIREMENTS SHALL BE: HIGH CHAIRS: 48"oc SLAB BOLSTERS: 42"oc SUPPORT BARS FOR HIGH CHAIRS SHALL BE #5 BARS. 5. ALL BARS, EXCEPT AS OTHERWISE NOTED, SHALL BE CONTINUOUS AND SHALL BE RUN CONTINUOUSLY ALL BARS, EXCEPT AS OTHERWISE NOTED, SHALL BE CONTINUOUS AND SHALL BE RUN CONTINUOUSLY AROUND CORNERS, LAPPED AT NECESSARY SPLICES, AND HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 48 BAR DIAMETER MINIMUM. PROVIDE 30"x30" MINIMUM "L" LAP BARS FOR ALL HORIZONTAL REBAR AT CORNERS. 6. MINIMUM CONCRETE PROTECTIVE COVERING SHALL BE: MINIMUM CONCRETE PROTECTIVE COVERING SHALL BE: 3" FOOTING BOTTOMS FOOTING BOTTOMS 2" COLUMNS, BEAMS AND FORMED SURFACES IN DIRECT CONTACT WITH SOIL OR EXPOSED COLUMNS, BEAMS AND FORMED SURFACES IN DIRECT CONTACT WITH SOIL OR EXPOSED TO THE WEATHER, EXCEPT SLABS 7. ALL CONCRETE SHALL BE REINFORCED, UNLESS SPECIFICALLY NOTED TO BE PLAIN CONCRETE. ALL CONCRETE SHALL BE REINFORCED, UNLESS SPECIFICALLY NOTED TO BE PLAIN CONCRETE. 8. ALL REINFORCING SHALL BE INSPECTED BEFORE CONCRETE IS PLACED.ALL REINFORCING SHALL BE INSPECTED BEFORE CONCRETE IS PLACED.
AutoCAD SHX Text
1. ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ISSUE OF THE AMERICAN ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A36, Fy = 36ksi, OR ASTM A992 Fy = 50ksi ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A36, Fy = 36ksi, OR ASTM A992 Fy = 50ksi 3. ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46ksi ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46ksi 4. ALL COLUMN ANCHOR RODS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS OTHERWISE NOTED. ALL COLUMN ANCHOR RODS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS OTHERWISE NOTED. 5. ANCHOR RODS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING WORK, PRESET BY ANCHOR RODS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. 6. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY WELDING. UNLESS SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY WELDING. UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO SUPPORT A REACTION R EQUAL TO HALF THE SHEAR CAPACITY OF THE BEAM. USE E70XX " WELD, AND " ANGLE THICKNESS. 14" WELD, AND " ANGLE THICKNESS. 516" ANGLE THICKNESS. 7. ALL STEEL SHALL BE HOT DIPPED GALVANIZED PRIOR TO FINISH PAINTING.ALL STEEL SHALL BE HOT DIPPED GALVANIZED PRIOR TO FINISH PAINTING.
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CONCRETE
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BATT INSULATION
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WOOD
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ROUGH WOOD
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RIGID INSULATION
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EARTH / COMPACT FILL
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CONCRETE MASONRY UNITS
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FACE BRICK
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PLYWOOD
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STEEL
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POROUS FILL GRAVEL
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ALUMINUM
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SHIM
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FIRE SAFETY
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ACOUSTICAL TILE
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GYPSUM WALL BOARD
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EXISTING WALL OR EX CONSTRUCTION
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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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AutoCAD SHX Text M http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
DTMB FILE NO:
AutoCAD SHX Text 7136-19-0110L
AutoCAD SHX Text 00674
AutoCAD SHX Text
05 NOV 2021
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JB
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DK/GS
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JH
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JH
AutoCAD SHX Text Value
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591/19322.JBB
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ENTRY CANOPY PLAN1CANOPY DETAILS2
MECHANICAL EQUIPMENT PROTECTIVE SCREEN5
Know what's below.
before you dig.Call
R
FRONT ELEVATION3SIDE ELEVATION4
ROOF FRAMING PLAN7 TYP. CONC. APRON DETAIL6
PLATE GUSSET DETAIL8
AutoCAD SHX Text A-101
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AutoCAD SHX Text 6"x " UPWARD 38" UPWARD FACIA PLATE, SEE DETAIL 2/A-101
AutoCAD SHX Text 18x60
AutoCAD SHX Text G
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CANOPY ROOF OUTLINE ABOVE
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EDGE OF EXIST CONC WALK
AutoCAD SHX Text HSS4x4x W/ 10"SQx1" BASE 12 W/ 10"SQx1" BASE PLATE ON 26" CONCRETE PIER
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EDGE OF EXIST ROOF ABOVE
AutoCAD SHX Text NOTE: RESTORE DISTURBED : RESTORE DISTURBED VEGETATION AROUND CANOPY WITH SEED, SOIL, AND MULCH
AutoCAD SHX Text A-101
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BLACK OUT EXISTING ADA SYMBOL
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REPAINT EXISTING LINES WHITE
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BLACK OUT EXISTING ADA WALKWAY LANE STRIPING
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INSTALL NEW ADA SYMBOL - COLOR TO BE WHITE
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REPAINT EXISTING LINES WHITE
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INSTALL NEW ADA WALKWAY LANE STRIPING - COLOR TO BE BLUE
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REPAINT EXISTING LINES WHITE
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INSTALL NEW STRIPING - COLOR TO BE WHITE
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RELOCATE EXISTING ADA PARKING SIGN TO THIS LOCATION
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EXISTING FLAG POLE
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REMOVE EXISTING METAL GRATE
AutoCAD SHX Text SAWCUT AND REMOVE EXISTING ASPHALT. REPLACE WITH 4" REINF. SLAB ON GRADE. REPAIR DAMAGE TO EXISTING ASPHALT
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EDGE OF EXIST ASPHALT
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EDGE OF EXIST ASPHALT
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INSTALL NEW ADA SYMBOL FRAME - COLOR TO BE BLUE
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RELOCATE EXISTING VAN ACCESSIBLE SIGN TO THIS LOCATION
AutoCAD SHX Text REMOVE AND RELOCATE ADA VAN ACCESSIBLE SIGN TO A NEW POST NEXT TO RELOCATE ADA PARKING SIGN
AutoCAD SHX Text HSS 4x4x COLUMN 12 COLUMN
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AutoCAD SHX Text HSS6x4x 38RAFTERS
AutoCAD SHX Text HSS3x2x 516BETWEEN RAFTERS
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SINGLE " STEEL 38" STEEL ROOF PLATE
AutoCAD SHX Text 10"SQx1" BASE PLATE
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BUILDING FIN FLOOR
AutoCAD SHX Text 34"x12" STUDS WELDED TO BASE PLATE (4 REQ)
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26" CONCRETE PIER W/(10) #7 VERT BARS & #3 HORIZ HOOPS @ 14" OC
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12" JOINT FILLER
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4" CONC WALK
AutoCAD SHX Text FIELD WELD 6"x " HIGH 38" HIGH UPWARD FASCIA ON EDGE @ BACK AND FRONT EDGE OF STEEL PLATE SHEATHING.
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AutoCAD SHX Text HSS4x4 COLUMN TO HSS6x4 RAFTER
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3" CLEAR COVER MIN.
AutoCAD SHX Text CAP ENDS OF HSS MEMBERS W/ 516" PLATE, WELD ALL AROUND W/ " FILLET (TYP)316" FILLET (TYP)
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TYP.
AutoCAD SHX Text ADJUST SHAPE OF UPWARD FASCIA TO MAINTAIN 1" MIN. CLEARANCE FROM EXISTING STRUCTURE ABOVE
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1" CHAMFER (TYP.)
AutoCAD SHX Text 38" ROOF PLATE TO HSS 6x4x RAFTERS516 RAFTERS
AutoCAD SHX Text 6"x " UPWARD FASCIA 38" UPWARD FASCIA TO EDGE ROOF PLATE
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AutoCAD SHX Text HSS4x4 COLUMN TO HSS6x4 RAFTER
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AutoCAD SHX Text FIELD WELD 3/8" PLATE GUSSETS TO SUPPORT FASCIA PLATE AS SHOWN IN DETAIL 8, THIS SHEET.
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38" STEEL PLATE, FIELD WELD TO EXIST BOLLARD, TYP @ 2 PLACES
AutoCAD SHX Text 6x3x " STEEL 38" STEEL SUPPORT ANGLE TYP @ 2 PLACES
AutoCAD SHX Text 6x3x " STEEL 38" STEEL SUPPORT ANGLE
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EXISTING 9" CONCRETE FILLED STEEL BOLLARD
AutoCAD SHX Text 3x2x L 516 L FRAME
AutoCAD SHX Text 2"x2"x " WELDED WIRE 316" WELDED WIRE MESH, WELD EACH WIRE TO STEEL ANGLE FRAME
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12" BENT-PULL CLEVIS PIN, TYP OF (4)
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TYP. @ 4 PLACES
AutoCAD SHX Text HSS6x4x 38RAFTERS
AutoCAD SHX Text HSS3x2x 516BETWEEN RAFTERS
AutoCAD SHX Text HSS3x2x 516EAVE FRAMING
AutoCAD SHX Text HSS3x2x EAVE 516 EAVE FRAMING
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EDGE OF ROOF
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LINE OF EXISTING ROOF ABOVE
AutoCAD SHX Text HSS4x4x 12COLUMN BELOW
AutoCAD SHX Text A-101
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AutoCAD SHX Text 6"x " FACIA 38" FACIA PLATE ABOVE
AutoCAD SHX Text 6"x " FACIA 38" FACIA PLATE ABOVE
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PLATE GUSSET ABOVE
AutoCAD SHX Text 4" CONC APRON SLAB ON GRADE W/ 6x6 W1.4xW1.4 WWF ON 6" COMPACTED GRANULAR FILL (TYP) SLOPE TO MATCH EXISTING
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12" JOINT FILLER
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EXISTING CONC APRON
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EXISTING ASPHALT PAVING
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(1) #4 BAR AROUND PERIMETER OF SLAB
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TYP.
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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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OHM 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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AutoCAD SHX Text M http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
DTMB FILE NO:
AutoCAD SHX Text 7136-19-0110L
AutoCAD SHX Text 00674
AutoCAD SHX Text
05 NOV 2021
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JB
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DK/GS
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JH
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591/19322.JBB
AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text NOTE: ALL EXPOSED STEEL TO BE GALVANIZED AND PAINTED - COLOR TO MATCH EXISTING MAIN ENTRANCE - SEE SPECS
AutoCAD SHX Text NOTE: ALL EXPOSED STEEL TO BE GALVANIZED AND PAINTED - COLOR TO MATCH CANOPY - SEE SPECS
AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text 1/4" = 1'-0"
AutoCAD SHX Text 1/4" = 1'-0"
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
NTS
NOTE: TYPICAL 6 LOCATIONS
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MDOT HOUGHTON GARAGE ROOF REPAIRS
GENERAL NOTES:
1. GENERAL NOTES APPLY TO ALL DRAWINGS
2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS
NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE
ARCHITECT.
3. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS
NOTED OTHERWISE.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.
EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF
CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT BEFORE
PROCEEDING WITH WORK.
5. CONTRACTOR SHALL PAY ALL PERMIT FEES.
6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,
CLEAN AND SAFE MANNER.
7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL
STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY
DAMAGES DURING CONSTRUCTION.
8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL
CONDITION.
9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM
THE BEST AVAILABLE DATA. PURSUANT TO ACT 53 OF THE P.A. OF 1974, AS A
CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO
UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THE CONTRACT.
PHONE (800) 482-7171
DRAWING INDEX:
I Certify That The Structural Plans Were Prepared Under My Direct Supervision
DT TITLE SHEET
51750 INDUSTRIAL DRIVE
CALUMET, MICHIGAN
I Certify That The Architectural Plans Were Prepared Under My Direct Supervision
ARCHITECTURAL
A-001 GENERAL NOTES AND ABBREVIATIONS
A-101 ROOF REPAIR PLAN
A-201 ROOF REPAIR DETAILS
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
STATE FACILITIES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
OHM PROJECT No.
DATE:
DTMB File No.
Index No.
7136-19-0110H
05 NOV 2021
BID SET
591/19322.JBB
00674
Job # 7136-19-0110 Nov. 5, 2021
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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ISSUED FOR
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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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AutoCAD SHX Text M http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text
591/19322.JBB
AutoCAD SHX Text 00674
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05 NOV 2021
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JB/AR
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DK
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JR
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JH
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AREA LOCATION MAP
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CHICAGO
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MILWAUKEE
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LAKE MICHIGAN
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DETROIT
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LAKE HURON
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SAULT STE MARIE
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MARQUETTE
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HOUGHTON
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LAKE SUPERIOR
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DULUTH
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MINNEAPOLIS
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GREEN BAY
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ESCANABA
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TRAVERSE CITY
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GRAND RAPIDS
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LANSING
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AIRPARK BLVD
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INDUSTRIAL DRIVE
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AIRPORT PARK ROAD
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HOUGHTON COUNTY MEMORIAL AIRPORT
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US 41
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ARCADIAN ROAD
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ABBREVIATIONS GENERAL NOTES - ARCHITECTURAL
GENERAL STRUCTURAL NOTES:
STRUCTURAL ABBREVIATIONS
SYMBOLS
WOOD FRAMING:
STRUCTURAL NOTES
BUILDING LOADS - MDOT HOUGHTON MAINTENANCE GARAGE
SNOW LOAD - ROOF
SNOW LOAD FACTORS
WIND LOADS
BUILDING RISK CATEGORY
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AutoCAD SHX Text @ AT AT AB ANCHOR BOLT ANCHOR BOLT ABV ABOVE ABOVE A/C AIR CONDITIONING AIR CONDITIONING ACC ACCESSIBLE ACCESSIBLE ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ADJ ADJACENT OR ADJUSTABLE ADJACENT OR ADJUSTABLE ADDL ADDITIONAL ADDITIONAL ADMIN ADMINISTRATION ADMINISTRATION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATIVE ALTERNATIVE ALUM ALUMINUM ALUMINUM AP ACCESS PANEL ACCESS PANEL ARCH ARCHITECTURAL/ARCHITECT ARCHITECTURAL/ARCHITECT ASS'Y ASSEMBLYASSEMBLY
AutoCAD SHX Text BBD BULLETIN BOARD BULLETIN BOARD BBR BASEBOARD RADIATION BASEBOARD RADIATION BD BOARD BOARD BLDG BUILDING BUILDING BLKG BLOCKING BLOCKING BLKT BLANKET BLANKET BM BEAM BEAM B.M. BENCHMARK BENCHMARK BOT BOTTOM BOTTOM BRG BEARING BEARING BRK BRICK BRICK BRKT BRACKET BRACKET BS BOTH SIDES BOTH SIDES BSMT BASEMENTBASEMENT
AutoCAD SHX Text CAB CABINET CABINET CEM CEMENT CEMENT CER CERAMIC CERAMIC CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CJT CONTROL JOINT CONTROL JOINT CKBD CHALKBOARD CHALKBOARD CL CENTER LINE CENTER LINE CLG CEILING CEILING CLOS CLOSET CLOSET CLR CLEAR CLEAR CMT CERAMIC MOSAIC TILE CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN COMP COMPUTER COMPUTER CONC CONCRETE CONCRETE CONF CONFERENCE CONFERENCE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONV CONVECTOR CONVECTOR CORR CORRIDOR CORRIDOR COV COVER COVER CPT CARPET CARPET CRS COURSE COURSE CT CERAMIC TILE CERAMIC TILE CTR COUNTER COUNTER CUH CABINET UNIT HEATERCABINET UNIT HEATER
AutoCAD SHX Text DBL DOUBLE DOUBLE DET DETAIL DETAIL DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA or DIAMETER DIAG DIAGRAM DIAGRAM DIM DIMENSION DIMENSION DIR DIRECTORY DIRECTORY DN DOWN DOWN DR DOOR DOOR DS DOWNSPOUT DOWNSPOUT DWG DRAWINGDRAWING
AutoCAD SHX Text E EAST EAST EA EACH EACH EC ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR EF EXHAUST FAN EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL ELEV ELEVATOR / ELEVATION ELEVATOR / ELEVATION EMER EMERGENCY EMERGENCY ENT ENTRANCE ENTRANCE EPDM ETHYLENE PROPYLENE DIENE MONOMER ETHYLENE PROPYLENE DIENE MONOMER EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EW EACH WAY EACH WAY EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EX EXISTING EXISTING EXP EXPANSION / EXPOSED EXPANSION / EXPOSED EXP STR EXPOSED STRUCTURE EXPOSED STRUCTURE EXT EXTERIOR EXTERIOR
AutoCAD SHX Text FA FIRE ALARM FIRE ALARM FAI FRESH AIR INTAKE FRESH AIR INTAKE FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER & WALL BRACKET FIRE EXTINGUISHER & WALL BRACKET FEC FIRE EXTINGUISHER & CABINET FIRE EXTINGUISHER & CABINET FF FINISH FLOOR FINISH FLOOR FH FULL HEIGHT FULL HEIGHT FIN FINISH / FINISHED FINISH / FINISHED FIN GR FINISH GRADE FINISH GRADE FL FLOOR FLOOR FLR FLOOR / FLOORING FLOOR / FLOORING FLSHG FLASHING FLASHING FR FRAME FRAME FRP FIBER GLASS REINFORCED PANELS FIBER GLASS REINFORCED PANELS FRT FIRE TREATED FIRE TREATED FT FOOT OR FEET FOOT OR FEET FTG FOOTING FOOTING FUR FURRING FURRING FWW FLEXIBLE WOOD WALLCOVERINGFLEXIBLE WOOD WALLCOVERING
AutoCAD SHX Text GA GAUGE GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GC GENERAL CONTRACTOR GENERAL CONTRACTOR GEN GENERATOR GENERATOR GEN'L GENERAL GENERAL GRFC GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED CONCRETE GL GLASS GLASS GND GROUND GROUND GPBD GYPSUM BOARD GYPSUM BOARD GRH GRAVITY RELIEF HOOD GRAVITY RELIEF HOOD GYP GYPSUMGYPSUM
AutoCAD SHX Text H HIGH HIGH HB HOSE BIB HOSE BIB HC HANDICAPPED HANDICAPPED HD HEAD HEAD HDBD HARD BOARD HARD BOARD HDWR HARDWARE HARDWARE HEX HEXAGONAL HEXAGONAL HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HT HEIGHT HEIGHT HTG HEATING HEATING HTR HEATER HEATER HVAC HEATING/VENTILATING/AIR CONDITIONING HEATING/VENTILATING/AIR CONDITIONING HW HOT WATERHOT WATER
AutoCAD SHX Text ID INSIDE DIMENSION INSIDE DIMENSION IN INCHES INCHES INCL INCLUDE (ING) INCLUDE (ING) INSTR INSTRUMENT INSTRUMENT INSUL INSULATION INSULATION INT INTERIORINTERIOR
AutoCAD SHX Text JAN JANITOR JANITOR JC JANITOR CLOSET JANITOR CLOSET JST JOIST JOIST JT JOINTJOINT
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KD KNOCKDOWN KNOCKDOWN KO KNOCKOUT KNOCKOUT KP KICK PLATEKICK PLATE
AutoCAD SHX Text LAB LABORATORY LABORATORY LAM LAMINATED LAMINATED LAV LAVATORY LAVATORY LB POUND POUND LBL LABEL LABEL LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LP LOW POINT LOW POINT LT LIGHT LIGHT LTG LIGHTING LIGHTING LVR LOUVERLOUVER
AutoCAD SHX Text M MEN MEN MACH MACHINE MACHINE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MCB METAL CORNER BEAD METAL CORNER BEAD MECH MECHANICAL MECHANICAL MEP MECHANICAL / ELECTRICAL / PLUMBING MECHANICAL / ELECTRICAL / PLUMBING MET METAL METAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MIR MIRROR MIRROR MISC MISCELLANEOUS MISCELLANEOUS MKBD MARKERBOARD MARKERBOARD MO MASONRY OPENING MASONRY OPENING MTD MOUNTED MOUNTED MTG HT MOUNTING HEIGHT MOUNTING HEIGHT MTL MATERIALMATERIAL
AutoCAD SHX Text N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALENOT TO SCALE
AutoCAD SHX Text OA OVERALL OVERALL OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFC OFFICE OFFICE OFCI OWNER FURN. / CONTR INST. OWNER FURN. / CONTR INST. OFOI OWNER FURN. / OWNER INST. OWNER FURN. / OWNER INST. OFRD OVERFLOW ROOF DRAIN OVERFLOW ROOF DRAIN OPG OPENING OPENING OPP OPPOSITEOPPOSITE
AutoCAD SHX Text P POLE POLE PC PRE-CAST PRE-CAST PERF PERFORATED PERFORATED PL PLATE PLATE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLAS PLASTER PLASTER PLST PLASTIC PLASTIC PLYWD PLYWOOD PLYWOOD PMJF PRE-MOLDED JOINT FILLER PRE-MOLDED JOINT FILLER PNL PANEL PANEL PNT PAINT PAINT POLY POLYETHELENE POLYETHELENE PR PAIR PAIR PREFIN PRE-FINISHED PRE-FINISHED PREP PREPERATION PREPERATION PT PRESSURE TREATED PRESSURE TREATED PTL PORCELAIN TILE PORCELAIN TILE PTN PARTITION PARTITION PVT PAVER TILEPAVER TILE
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QT QUARRY TILE QUARRY TILE QTY QUANTITYQUANTITY
AutoCAD SHX Text R RISER RISER RAD RADIUS RADIUS RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN RD ROOF DRAIN ROOF DRAIN REF REFERENCE REFERENCE REINF REINFORCE (ING) REINFORCE (ING) REM REMOVABLE REMOVABLE RESIL RESILIENT RESILIENT REQ REQUIRED REQUIRED RFG ROOFING ROOFING RFL RESILIENT FLOOR RESILIENT FLOOR RGH ROUGH ROUGH RGH DI ROUGH DIMENSION ROUGH DIMENSION RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING RS ROUGH SAWN ROUGH SAWN RV ROOF VENTROOF VENT
AutoCAD SHX Text S SOUTH SOUTH SAF SPRAY ACOUSTICAL FINISH SPRAY ACOUSTICAL FINISH SAP SUSPENDED ACOUSTIC PANEL SUSPENDED ACOUSTIC PANEL SCHED SCHEDULE SCHEDULE SCHEM SCHEMATIC SCHEMATIC SCT SUSPENDED CEILING TILE SUSPENDED CEILING TILE SD STORM DRAIN STORM DRAIN SECT SECTION SECTION SEF SEAMLESS EPOXY FLOORING SEAMLESS EPOXY FLOORING SF SUPPLY FAN SUPPLY FAN SF SQUARE FEET SQUARE FEET SH SHELF (SHELVES) SHELF (SHELVES) SHO SHOWER SHOWER SHT SHEET SHEET SHTHG SHEATHING SHEATHING SIM SIMILAR SIMILAR SPEC SPECIFICATION (S) SPECIFICATION (S) SQ SQUARE SQUARE SS SERVICE SINK SERVICE SINK S STL STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STO STORAGE STORAGE STRUC STRUCTURAL STRUCTURAL SURF SURFACE SURFACE SUSP SUSPENDED SUSPENDED SYS SYSTEM SYSTEM SV SHEET VINYL SHEET VINYL S&V STAIN & VARNISH STAIN & VARNISH SYS SYSTEMSYSTEM
AutoCAD SHX Text T TREAD TREAD TEL TELEPHONE TELEPHONE TEMP TEMPERATURE / TEMPERED TEMPERATURE / TEMPERED TINT TINTED TINTED TEL TELEPHONE TELEPHONE TKBD TACK BOARD TACK BOARD TOC TOP OF CONCRETE TOP OF CONCRETE TOF TOP OF FOOTING TOP OF FOOTING TOS TOP OF STEEL TOP OF STEEL TPD TOILET PAPER DISPENSER TOILET PAPER DISPENSER TR TERRAZZO TERRAZZO TS TOP OF SLAB TOP OF SLAB TW TOP OF WALL TOP OF WALL TYP TYPICALTYPICAL
AutoCAD SHX Text UC UNDERCUT UNDERCUT UNCTR UNDER COUNTER UNDER COUNTER UON UNLESS OTHERWISE NOTEDUNLESS OTHERWISE NOTED
AutoCAD SHX Text V VINYL VINYL VB VAPOR BARRIER OR VINYL BASE VAPOR BARRIER OR VINYL BASE VC VENTED COVE VENTED COVE VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VENT VENTILATION VENTILATION VERT VERTICAL VERTICAL VEST VESTIBULE VESTIBULE V.I.F. VERIFY IN FIELD VERIFY IN FIELD VT VINYL TILE VINYL TILE VTR VENT THRU ROOF VENT THRU ROOF VAC VACUUM VACUUM VWC VINYL WALL COVERINGVINYL WALL COVERING
AutoCAD SHX Text W WASTE WASTE W WIDTH / WIDE WIDTH / WIDE W/ WITH WITH WC WATER CLOSET WATER CLOSET WD WOOD WOOD WDW WINDOW WINDOW WGL WIRE GLASS WIRE GLASS WH WATER HEATER WATER HEATER WMN WOMEN WOMEN WNSCT WAINSCOT WAINSCOT W/O WITHOUT WITHOUT WP WATER PROOFING WATER PROOFING WPT WORKING POINT WORKING POINT WR WATER RESISTANT WATER RESISTANT WS WEATHER STRIPPING WEATHER STRIPPING WTR WATER WATER WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WWM WELDED WIRE MESHWELDED WIRE MESH
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AutoCAD SHX Text 18"x60" CLEAR FLOOR SPACE OR AS NOTED ICC/ANSI A117.1 - 404.2.3
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T-SHAPED WHEELCHAIR TURNING SPACE ICC/ANSI A117.1 - 304.3
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60" WHEELCHAIR TURNINGSPACE ICC/ANSI A117.1 - 304.3
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CONCRETE
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BATT INSULATION
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WOOD
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ROUGH WOOD
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RIGID INSULATION
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EARTH / COMPACT FILL
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CONCRETE MASONRY UNITS
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FACE BRICK
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PLYWOOD
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STEEL
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DOOR NUMBER
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POROUS FILL GRAVEL
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ALUMINUM
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SHIM
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FIRE SAFETY
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ACOUSTICAL TILE
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GYPSUM WALL BOARD
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DETAIL NO.
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SHEET NO.
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SECTION
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FULL SECTION
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INTERIOR ELEVATION
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DETAIL
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EXISTING WALL OR EX CONSTRUCTION
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WALL TYPE TAG
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WINDOW TAG
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REVISION TAG
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CORRIDOR
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ROOM TAG
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ROOF PITCH TAG
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HORIZONTAL COL REFERENCE GRIDLINE
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FIN FLOOR = 100'-0"
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ALTERNATE DOOR TAG
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MATCH LINE & FLAG
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X EL =
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NORTH ARROW
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X EL =
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ROOM NAME
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ROOM NUMBER
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ELEVATION TAGS
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DETAIL SCALE (1/4" = 1'-0")
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VERTICAL COL REFERENCE GRIDLINE
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WIDE FLANGE STEEL COLUMN
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STEEL TUBE COLUMN
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AT DOOR
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1. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE CONTRACTOR SHALL DO NOT SCALE DRAWINGS.
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