W912EK20B0011 - PLAN_SET.pdf
PDF 12 MB Posted
- Attached to
- Iowa River Basin, Coraville Lake Reservoir; Coralville, IA; Administrative Building Roof Replacement
- Solicitation number
- W912EK20B0011
About this file
This solicitation is for a roof replacement project at the administrative building of the Coralville Lake Reservoir in Coralville, Iowa. The work includes demolishing the existing roof, which contains asbestos, and constructing a new pitched metal roof. Additional work involves a small gable roof over the entrance door, associated electrical and mechanical work, a concrete sidewalk, and landscaping. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Rock Island for an administrative building roof replacement at the Iowa River Basin Coralville Lake Reservoir in Coralville, Iowa.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Summary Sheet.pdf | ||
| W912EK20B0011-Amend0001.pdf | ||
| 20B0011 PreBid Sign-In and Discussion Sheet.pdf | ||
| W912EK20B0011.pdf | ||
| W912EK20B0011 - REF_DRAWINGS.pdf |
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Text version
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W912EK20B0011
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ROOF REPLACEMENT
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IOWA RIVER BASIN
CORALVILLE LAKE RESERVOIR
CORALVILLE, IOWA
ADMINISTRATIVE BUILDING
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AUGUST 2020
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Solicitation:
Contract:
APPROVAL RECOMMENDED BY:
of Engineers
US Army Corps
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US Army Corps
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GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
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ID.
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INDEX OF DRAWINGS
ARCHITECTURAL
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UPPER
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LOCATION
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SECTIONS
CANOPY FOOTING PLAN
CANOPY BEAM FRAMING PLAN
ROOFING FRAMING PLAN
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DETAILS
DETAILS
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DEMOLITION PLAN
SURVEY CONTROL PLAN
LEGEND, ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
OF DRAWINGS
VICINITY MAP, SITE PLAN, LOCATION PLAN, AND INDEX
COVER SHEET
S-504
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S-502
S-501
S-301
S-103
S-102
S-101
S-001
C-502
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C-101
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DEMOLITION PLAN
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DETAILS
DETAILS
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ELEVATIONS
ELEVATIONS
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NEW FLOOR PLAN
DEMOLITION & REPAIR ROOF PLAN
DEMOLITION WORK
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E-101
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A-505
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IDENTIFICATION
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18. CONTRACTOR TO DRY-IN THE BUILDING AT END OF EACH WORK DAY.
AT ALL TIMES.
PROVIDE OCCUPANTS A MINIMUM OF TWO MEANS OF UNOBSTRUCTED EGRESS
CONTRACTOR MUST PHASE WORK OR PROVIDE PROTECTION TO ENTRANCES TO
17. THE BUILDING WILL REMAIN OCCUPIED THOUGHOUT CONSTRUCTION.
PROTECT THE EXISTING BUILDING ELEMENTS FROM DAMAGE.
PROTECTION AS REQUIRED DURING DEMOLITION AND NEW CONSTRUCTION TO
16. CONTRACTOR MUST PROVIDE TEMPORARY COVERINGS AND WEATHER
CONDITIONS. SEE THE PROJECT SPECIFICATIONS.
INDICATING FINAL AS-BUILT CONDITIONS AND ANY DIFFERING SITE
15. THE CONTRACTOR TO PROVIDE RED-LINE MARK-UP DRAWINGS
AND MAY NOT INDICATE ACTUAL EXISTING FIELD CONDITIONS.
14. ANY REFERENCE DRAWINGS PROVIDED ARE FOR REFERENCE ONLY,
13. LEGEND AND ABBREVIATIONS PROVIDED ARE NOT ALL INCLUSIVE.
AND KEEP PUBLIC ROADS FREE OF MUD.
12. CONTRACTOR TO MAINTAIN DUST CONTROL DURING CONSTRUCTION
WITH THE CONTRACTING OFFICER.
SECTION 01 57 20. VERIFY DISPOSAL AREAS FOR STRIPPED MATERIAL
PERMITTED WITHOUT PRIOR TESTING ACCORDING TO SPECIFICATION
11. NO REMOVAL OF NATIVE SOILS OFF GOVERNMENT PROPERTY WILL BE
LINES IS TO BE COORDINATED WITH THE CONTRACTING OFFICER.
START OF ANY PROJECT WORK. PROJECT WORK OUTSIDE THE PROPERTY
CONTRACTING OFFICER, THE PROJECT WORK AREA LIMITS PRIOR TO THE
MATERIALS. VERIFY AND MARK AS NEEDED, IN COORDINATION WITH THE
DRAWINGS, EXCLUDING THE PLACEMENT LOCATIONS FOR EXCESS EXCAVATED
10. ALL WORK MUST REMAIN WITHIN THE WORK LIMITS SHOWN ON THE
EXISTING UTILITIES ON SITE AS NEEDED.
FACILITY MANAGER THROUGH THE CONTRACTING OFFICER FOR LOCATING
LOCATE UTILITIES ON THE FACILITY PROPERTY. COORDINATE WITH THE
LOCATING EXISTING UTILITIES. LOCAL UTILITY LOCATORS MAY NOT
WITH THE CONTRACTING OFFICER AND LOCAL UTILITY LOCATORS FOR
CONDUCTED PRIOR TO THE START OF THE PROJECT WORK. COORDINATE
AND UTILITIES ON SITE WHERE REQUIRED PROJECT WORK IS TO BE
UTILITIES. SITE PLAN IS APPROXIMATE. LOCATE EXISTING FEATURES
9. SITE PLAN INDICATES LOCATIONS OF EXISTING FEATURES AND
THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER.
WORK. FINAL LAYOUT OF THE PROJECT WORK TO BE FIELD STAKED BY
BY THE CONTRACTOR PRIOR TO THE START OF THE REQUIRED PROJECT
8. ALL DIMENSIONS ARE APPROXIMATE AND TO BE FIELD VERIFIED
WORK.
PRE-PROJECT CONDITIONS PRIOR TO THE COMPLETION OF THE REQUIRED
THE CONTRACTING OFFICER. CONTRACTOR TO RETURN STAGING AREAS TO
LOCATION AND SIZE OF THE PARKING, STAGING, AND STORAGE AREA WITH
AREAS ARE AS INDICATED. COORDINATE PROJECT ACCESS AND THE EXACT
7. PROJECT ACCESS AND THE PARKING, STAGING, AND STORAGE
AS-BUILT DRAWINGS.
COST TO THE GOVERNMENT. SHOW REPAIR OR REPLACEMENT WORK ON THE
FEATURES, OR UTILITIES TO PRE-DAMAGE CONDITIONS AT NO ADDITIONAL
ACTIVITIES, REPAIR AND/OR REPLACE THE DAMAGED STRUCTURES,
UTILITIES ARE DAMAGED AS A RESULT OF CONTRACTOR OPERATIONS OR
AND UTILITIES. IF ANY FACILITY STRUCTURES, FEATURES, OR
6. AVOID DAMAGE TO EXISTING FACILITY STRUCTURES, FEATURES,
00 73 05 OF THE PROJECT SPECIFICATIONS.
SAFETY DURING THE DURATION OF THE PROJECT CONTRACT. SEE SECTION
5. MAINTAIN THE PRE-CONSTRUCTION LEVEL OF FACILITY SITE
OFFICER.
EXPENSE. COORDINATE THE TEMPORARY ACCESS WITH THE CONTRACTING
ADDITIONAL TEMPORARY ACCESS NEEDED IS TO BE AT THE CONTRACTOR'S
PROJECT CONTRACT. TEMPORARY ACCESS IS INDICATED. ANY
EMPLOYEES, VEHICLES, AND DELIVERIES FOR THE DURATION OF THE
4. THE FACILITY IS TO REMAIN ACCESSIBLE FOR THE PUBLIC,
OFFICER AND THE PROJECT OFFICE PERSONNEL.
BE SCHEDULED IN ADVANCE IN COORDINATION WITH THE CONTRACTING
OBSTACLES, AND/OR CONDITIONS AFFECTING THE WORK. SITE VISITS TO
THE EXISTING CONDITIONS AND THE EXTENT OF ALL FEATURES,
3. VISITING THE PROJECT SITE IS ENCOURAGED TO FIELD VERIFY
CONSTRUCTION PERMITS.
CONSTRUCTION ORDINANCES FOR THE PROJECT, INCLUDING ALL NECESSARY
TO AND COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
2. DETERMINE, COORDINATE, AND BE RESPONSIBLE FOR ADHERENCE
ACCESS TO THE PROJECT SITE IS FROM PRAIRIE DU CHIEN ROAD.
1. THE PROJECT AREA IS LOCATED IN JOHNSON COUNTY, IOWA.
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SURVEY CONTROL
DISCRIPTIONEASTINGNORTHINGPOINT
A1
PLAN - SURVEY CONTROL
GENERAL NOTES
OF ALL STATED CONTROL POINTS.
4. CONVERSION FACTOR BASED ON CORPSCON6 CONVERSION
NAVD88 SUBTRACT 0.115 FEET.
3. TO CONVERT THE PROJECT VERTICAL DATUM NAVD29 TO
GEIOD 12B, UNITS: SURVEY FEET.
IOWA SOUTH - 1402, VERTICAL DATUM: NAVD29 USING
2. PROJECT DATUMS: HORIZONTAL: NAD83 STATE PLANE
CONTROL SURVEYS COMPLETED FALL 2011.1.
ELEV NAVD88 ELEV NAVD29
108 634416.11 2177522.64 742.70 742.82 TABLET LT TOP SPILLWAY (Sta 0+01.3)
105 633547.43 2178719.93 666.80 666.92 CUT X @ GAGE HOUSE
104 634093.84 2178702.34 663.15 663.26 LT DS CORNER LT DS WING
102 633911.77 2177430.14 682.02 682.13 SPILLWAY TABLET
101 648428.37 2164552.16 820.26 820.38 NGS NLIB A (NOT ON SITE)
100 651433.79 2165589.26 781.63 781.75 NGS MG0916 (NOT ON SITE)
CONTROL POINT 102
CONTROL POINT 108
CONTROL POINT 104
CONTROL POINT 105
SCALE : NTS
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AWARD OF CONTRACT AT CONTRACTOR'S REQUEST.
WILL BE PROVIDED ELECTRONICALLY VIA CAD FILE UPON
PROJECT WORK LIMITS AS INDICATED. WORK LIMITS 1.
LIMITS
PROJECT WORK
LIMITS
PROJECT WORK
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STARTING EARTHWORK.
FIELD LOCATE ELECTRICAL DUCT BANK PRIOR TO 3.
EXISTING JOINTS.
SECTIONS. SAW CUT AND CLEAN LINES FULL DEPTH AT
DEMO EXISTING CAST-IN-PLACE CONCRETE SIDEWALK 2.
GRADE.
PLACE CONCRETE AFTER DEMO TO MATCH EXISTING
UNDERGROUND PIPE. PATCH SIDEWALK WITH CAST-IN-
SIDEWALK WITH SAME MATERIAL AS EXISTING
OF SIDEWALK CLEAN. CAP DOWNSPOUT BELOW
SIDEWALK TO ALLOW FOR DEMO WORK. SAWCUT EDGES
OF SIDEWALK AND 1 FT SQUARE OF SURROUNDING
DEMO EXISTING DOWNSPOUT TO 1 INCH BELOW BOTTOM 1.
0 20'10'SCALE : 1"=10'-0"
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US Army Corps
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ADMINISTRATION
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ADMINISTRATION BUILDING
DECK
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BITUMINOUS SURFACED
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GENERAL SHEET NOTES
SHEET KEY NOTES
FLAG POLES
GAZEBO
B C
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.2
5'
J F
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IS
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AWARD OF CONTRACT AT CONTRACTOR'S REQUEST.
WILL BE PROVIDED ELECTRONICALLY VIA CAD FILE UPON
PROJECT WORK LIMITS AS INDICATED. WORK LIMITS 1.
LIMITS
PROJECT WORK
21.12'10.22'
LIMITS
PROJECT WORK
A P
A T
T E
R S
O N
SEE DETAIL D1 ON SHEET C-502.
CLEANOUT LOCATION FOR UNDERGROUND DOWNSPOUT.10.
OVERFLOW OUTLET LOCATION.9.
ON SHEET C-301.
RAIN GARDEN INLET, TYPICAL OF 2. SEE DETAIL A1 8.
SPECIFICATIONS.
NEW UNDERGROUND DOWNSPOUT HDPE PIPE, PER 7.
C-502.
FLAP VALVE AT OUTLET. SEE DETAIL D5 ON SHEET
UNDERGROUND DRAIN OUTLETS TO DAYLIGHT. INSTALL 6.
RAIN GARDEN DETAIL, SEE DETAIL A1 SHEET C-502.5.
SPECIFICATIONS.
SIDEWALK ON 4 INCH THICK COMPACTED SUB-BASE PER
STANDARD SIDEWALK TO MATCH WIDTH OF EXISTING
PLACE 4 INCH THICK CAST-IN-PLACE CONCRETE 4.
STARTING EARTHWORK.
FIELD LOCATE ELECTRICAL DUCT BANK PRIOR TO 3.
WHERE THE SIDEWALK ABUTS THE PARKING LOT.
TRAVEL ACROSS THE FULL WIDTH OF THE SIDEWALK
WARNING SURFACES IN THE DIRECTION OF PEDESTRIAN
PROVIDE A MINIMUM TWO FOOT WIDTH OF DETECTABLE 2.
SIDEWALK ABUTS EXISTING CONCRETE.
SHEET C-501 WHERE CAST-IN-PLACE CONCRETE
5 FOOT INTERVALS. PLACE DOWELS PER DETAIL D8 ON
STANDARD SIDEWALK. CONTRACTION JOINTS SPACED AT
PLACE 4 INCH THICK, CAST-IN-PLACE CONCRETE 1.
S
IT
E P
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0 20'10'SCALE : 1"=10'-0"A1
SITE PLAN
4'
17.98'
S-3
D5
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US Army Corps
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SECTION THROUGH INLET
D1
SECTION AT OVERFLOW
A P
A T
T E
R S
O N
GENERAL SHEET NOTES
SANDY CLAY LOAM. GEOTEXTILE PER THE SPECIFICATIONS.
GEOTEXTILE TO SEPARATE EROSION PROTECTION STONE FROM SANDY LOAM OR 14.
COMPOST ADDED AS A SOIL AMENDMENT IS TO BE IN ACCORDANCE WITH IOWA DOT.13.
DOT GRADATION 1.
SAND ADDED AS A SOIL AMENDMENT IS TO BE WASHED CONCRETE SAND MEETING IOWA 12.
COMPOST, OR BOTH.
AMEND EXISTING SOIL WITH THE ADDITION OF SAND, OR ORGANIC MATTER FROM
OR SANDY CLAY LOAM AS CLASSIFIED BY THE USDA SOIL TEXTURAL CLASSIFICATION.
AMEND EXISTING SOIL FOR THE RAIN GARDEN AS NEEDED TO ACHIEVE A SANDY LOAM 11.
SEED DISTURBED AREAS PER THE SPECIFICATIONS.10.
ON TOP OF FILL TO MATCH SURROUNDING GRADE.
MAXIMUM DRY DENSITY, DETERMINED BY ASTM D698. ALLOW FOR 2 INCHES OF TOPSOIL
COMPACT EXCAVATED MATERIAL AS FILL ON TOP OF GRANULAR BACKFILL TO 95% OF 9.
DETERMINED BY ASTM D698.
GRADATION 11. COMPACT GRANULAR BACKFILL TO 95% OF MAXIMUM DRY DENSITY,
GRANULAR BACKFILL AROUND DUAL WALLED HDPE DRAINAGE PIPE IS IOWA DOT 8.
36. PLACE BEDDING MATERIAL IN MOIST CONDITION.
BEDDING MATERIAL FOR DUAL WALLED HDPE DRAINAGE PIPE IS IOWA DOT GRADATION 7.
DENSITY, DETERMINED BY ASTM D698.
COMPACT EXISTING SUBGRADE BENEATH BEDDING STONE TO 95% OF MAXIMUM DRY 6.
RECOMMENDATIONS.
INSTALL DOWNSPOUT DISCHARGE PIPE PER THE MANUFACTURER'S 5.
TO BE WATERTIGHT.
EXTERIOR AND SMOOTH INTERIOR, 6" DIAMETER, PER SPECIFICATIONS. DRAINAGE PIPE
DOWNSPOUT DISCHARGE PIPE SHALL BE DUAL WALL HDPE WITH CORRUGATED 4.
DISCHARGE PIPE.
FOR MINIMUM DISTANCE OF TWO AND HALF FEET BEYOND THE OUTLET OF THE
DECORATIVE EROSION PROTECTION STONE SHALL EXTEND INTO THE RAIN GARDEN 3.
PERSPECIFICATIONS.
"-1" IN DIAMETER, 4
DECORATIVE ROCK MULCH LAYER SHALL BE CLEAN STONE OF 2.
TO THE DISCHARGE INTO THE RAIN GARDEN.
FEET (2 PERCENT) REQUIRED FROM THE DOWNSPOUT 2
MINIMUM SLOPE OF 1 INCH IN 41.
SCALE : NO SCALEA5
UNDERGROUND DRAINAGE SYSTEM TRENCH
PER THE SPECIFICATIONS
SEED DISTURBED AREAS
MAXIMUM DENSITY BY ASTM D698
COMPACT SUBGRADE TO 95% OF THE
T O
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ADS N-12 6" Ǿ WATERTIGHT PIPE
23" MIN WIDTH
BY ASTM D698
11 COMPACT TO 95%
IA DOT GRADATION
36 PLACE MOIST
IA DOT GRADATION
SIDEWALK
NEW 4" THICK
SCALE : NO SCALE
6"
D5
SIDEWALK SECTION
5' +/-
6"
ALL DISTURBED AREAS (TYP)
PLACE TOPSOIL, AND SEED
COMPACT PER SPECIFICATIONS
COURSE ON COMPACTED SUBGRADE,
PLACE 4" COMPACTED AGGREGATE BASE
F1
RAIN GARDEN TYPICAL SECTION
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
3'-0"
8'-0"
1'-0"
1'-6"
OR SANDY LOAM
SANDY CLAY LOAM
SOIL
EXISTING
3" BERM
STEEL EDGING
6" DEEP
STEEL EDGING
6" DEEP
RIVER PEBBLE ROCK MULCH
2" THICK DECORATIVE
LOCATION
NO BERM AT OVERFLOW
EXISTING GROUND
3" BERM
3'-0"
8'-0"
1'-0"
1'-6"
OR SANDY LOAM
SANDY CLAY LOAM
SOIL
EXISTING
3" BERM
STEEL EDGING
6" DEEP
STEEL EDGING
6" DEEP
RIVER PEBBLE ROCK MULCH
2" THICK DECORATIVE
3" BERM
6" DEEP STEEL EDGING
OR SANDY LOAM
SANDY CLAY LOAM
4" BEDDING MATERIAL END CAP
PERFORATED
6" DIA HDPE PIPE
BACKFILL
GRANULAR
6" COMPACTED
AND 2" TOPSOIL
IMPERVIOUS FILL
4" COMPACTED
2'-6" RADIUS
AROUND INLET
MULCH
RIVER PEBBLE ROCK
2" THICK DECORATIVE
PROTECTION STONE
DECORATIVE EROSION
LANDSCAPING STAPLE
GEOTEXTILE
DENSITY BY ASTM D698
TO 95% OF THE MAXIMUM
COMPACT EXCAVATED FILL
M A
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US Army Corps of Engineers
US Army Corps
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CONCRETE JOINTS DETAIL
SCALE : NTS
ISOLATION JOINT
CONTRACTION JOINT
CONSTRUCTION JOINT
" FOR 4" SIDEWALK4
SAWCUT
OF PAVEMENT TYP
" RECESSED BELOW TOP 8
TO
JOINT SEALANT FLUSH OR UP
D 4819, TYPE II TYP
FILLER CONFORMING TO ASTM
PREFORMED EXPANSION JOINT
JOINT
BACKER ROD TO FIT SNUG IN
NON-MOISTURE ABSORBITIVE
"8
"4
"2
A1
EXISTING ACC AND NEW CAST-IN-PLACE TRANSITION DETAIL
SCALE : NTS
WITH NEW SIDEWALK
NEEDED FOR TRANSITION
EXISTING ACC PAVEMENT AS
SAWCUT AND REMOVE
COMPACTED AGGREGATE BASE
PLACE NEW 4" SIDEWALK ON 4"
SIDEWALK
SAWCUT 1" FOR 4"
/0
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R
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OF PAVEMENT TYP
" RECESSED BELOW TOP 8
TO
JOINT SEALANT FLUSH OR UP
A P
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GENERAL SHEET NOTES
SIDEWALKS AT MAXIMUM 5' SPACING FOR 5' WIDE SIDEWALKS.
SPACE CONTRACTION JOINTS IN NEW CAST-IN-PLACE CONCRETE 1.
A8
CAST-IN-PLACE CONCRETE DETAIL
SCALE : NTS
D8
CAST-IN-PLACE CONCRETE ELEV. DETAIL
SCALE : NTS
"4
T
O
W
ID
E
1'-6"
AS SHOWN. EPOXY PER SPECIFICATIONS
SURFACE OF EXISTING CONCRETE WALK
INSTALL 1'-6" #4 REBAR MIN 2" BELOW
9"
SPECIFICATIONS
CONCRETE WALK. EPOXY PER
SPACING INTO 6' WIDE EXISTING
WALK AND 5 EA. #4 REBAR @ 1'
FOR 4' WIDE EXISTING CONCRETE
INSTALL 3 EA. #4 REBAR @ 1' SPACING
SIDEWALK
NEW 4" THICK
SIDEWALK
NEW 4" THICK
9"
SIDEWALK
EXISTING
1'-6"
SIDEWALK
EXISTING
S O
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US Army Corps
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O N
GENERAL SHEET NOTES
A1
RAIN GARDEN DETAIL
RECOMMENDATIONS.
5. INSTALL DOWNSPOUT DISCHARGE PIPE PER THE MANUFACTURER'S
SPECIFICATIONS. DRAINAGE PIPE TO BE WATERTIGHT.
CORRUGATED EXTERIOR AND SMOOTH INTERIOR, 6" DIAMETER, PER
4. DOWNSPOUT DISCHARGE PIPE SHALL BE DUAL WALL HDPE WITH
OUTLET OF THE DISCHARGE PIPE.
GARDEN FOR MINIMUM DISTANCE OF TWO AND A HALF FEET BEYOND THE
3. DECORATIVE EROSION PROTECTION STONE SHALL EXTEND INTO THE RAIN
DIAMETER, PER SPECIFICATIONS.
"-1" IN 4
2. DECORATIVE ROCK MULCH LAYER SHALL BE CLEAN STONE OF
DOWNSPOUT TO THE DISCHARGE INTO THE RAIN GARDEN.
FEET (2 PERCENT) REQUIRED FROM THE 2
1. MINIMUM SLOPE OF 1 INCH IN 4
SCALE : NO SCALED1
CLEANOUT DETAIL
CLEANOUT WITH THREADED CAP
ADS N-12 6" Ǿ PIPE
ADS N-12 WATERTIGHT 45° ELBOW
4" X 5" DOWNSPOUT
ADS N-12 WATERTIGHT TEE-WYE
TO OUTLET
CONNECTING TO ADS N-12 6" Ǿ PIPE
ADS N-12 WATERTIGHT 90° ELBOW
6" COMPACTED IMPERVIOUS FILL
HDPE PIPE
WITH CORRUGATED
FLAP VALVE COMPATIBLE
ADS N-12 6" Ǿ PIPE
6" DIAMETER PIPE
4" X 5" DOWNSPOUT TO
ADS N-12 PIPE 6" Ǿ
ADAPTER TO ADAPT INSIDE
NYOPLAST DOWNSPOUT
4" BEDDING MATERIAL
D5
UNDERGROUND DRAINAGE SYSTEM OUTLET DETAIL
SCALE : NO SCALE
A6
RAIN GARDEN PLANTING DETAIL
4'2'0"=1'-0"2
1SCALE :
1' 4'2'0"=1'-0"2
1SCALE :
1'
STONE
DECORATIVE
ASTER
SILKY
BLUESTEM
LITTLE
CONE FLOWER
PALE PURPLE
ASTER
CALICO
WEED
BUTTERFLY
BEARD TONGUE
FOX GLOVE
ALEXANDER
GOLDEN
OVERFLOW
C-301
A1
C-301
D1 C-301
F1
16' - 6"
INLET PIPE INLET PIPE
3' OVERFLOW
2'-6" RADIUS AROUND INLET
PROTECTION STONE
DECORATIVE EROSION
IMPERVIOUS FILL
6" COMPACTED
S O
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SHEET ID
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BACKFILL
GRANULAR
COMPACTED
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GENERAL STRUCTURAL NOTES CONCRETE NOTESSTRUCTURAL STEEL NOTES
ADHESIVE ANCHOR NOTES
ADHESIVE ANCHOR NOTES (cont.)
CHANGES.
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CONTRACTOR SHALL NOTIFY IF ANY DISCREPANCIES EXIST PRIOR TO
THE BENCHMARK SHALL BE FIELD- VERIFIED PRIOR TO CONSTRUCTION.
FIELD- VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE8.
THAT MAY EFFECT THE COMPLETION OF THIS WORK.
OFFICER OF ANY DISCREPANCIES OR UNDOCUMENTED CONDITIONS
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING7.
SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS6.
REFERENCED TO THE REFERENCE ELEVATION, NGVD 1929 DATUM.
ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS (X'-X")5.
CONTRACTOR AFTER COMPLETION OF THE PROJECT.
TIE DOWNS. SUCH MATERIAL SHALL REMAIN THE PROPERTY OF THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR
DURING CONSTRUCTION. THIS INCLUDES THE ADDITION OF
THE SAFETY OF THE BUILDING, ITS COMPONENTS AND OCCUPANTS
TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE
IS COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE DRAWINGS
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE4.
WORK IN AREAS THAT WILL BE AFFECTED.
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING
REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT3.
HOLES, HANGERS, AND ANCHORS.
BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,
DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER2.
NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE1.
PLATES
END OF ALL WELDED
WRAP WELD AROUND
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SOLICITATION
WRAPPED PER DETAIL BELOW:
ALL WELDS CONNECTING PLATES TO OTHER PLATES SHALL BE13.
ASSEMBLY.
SURFACES SHALL BE COATED WITH PRIMER PRIOR TO
ALL FAYING SURFACES WITH THE EXCEPTION OF GALVANIZED12.
ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1 UNO.
TESTING AND INSPECTION OF WELDS SHALL BE IN11.
THE REQUIREMENTS OF AWS D1.1.
STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED10.
THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.
SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF
ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED9.
AREAS, ETC. SHALL BE PAINTED/COATED AS SPECIFIED.
ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND8.
APPROVAL.
DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR
DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP
AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS7.
CONTRACT SPECIFICATION, USING E70XX ELECTRODES.
AWS D1.1-06 OR AWS D1.1, IN ACCORDANCE WITH THE
ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF6.
WITH ASTM A153.
GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE5.
DESIGNATED AS BEARING- TYPE CONNECTIONS.
ALL BOLTED CONNECTIONS NOT DETAILED SHALL BE
BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER UNO.4.
SHALL BE BOLTED UNLESS OTHERWISE NOTED.
SPECIFICALLY DETAILED OTHERWISE. FIELD CONNECTIONS
SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS3.
(* Fy BASED ON 0.2% OFFSET STRAIN)
(Fy IS THE MINIMUM YIELD STRENGTH)
ASTM F3125 GRADE A325E. HIGH-STRENGTH BOLTS:
Fy = 58 KSIASTM A449
Fy = 55 KSIASTM F1554 GRADE 55D. ANCHOR RODS:
Fy = 50 KSIASTM A709
Fy = 50 KSIASTM A572
Fy = 36 KSIASTM A36C. SHAPES/PLATES:
Fy = 35 KSIASTM A53 GRADE BB. PIPE:
Fy = 50 KSIASTM A992A. W-SHAPES:
SHALL MEET THE FOLLOWING REQUIREMENTS:
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL2.
FOURTEENTH EDITION.
ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.
CONTRACTING OFFICER.
CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE
INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL
SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE
DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS
PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE7.
OTHERWISE.
STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS, UNLESS NOTED
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.
" UNLESS NOTED OTHERWISE.4
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED5.
PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ACCURATELY POSITIONED AND MAINTAINED SECURELY IN
ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,4.
SURFACES.
GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL
" THICK JOINT FILLER MATERIAL WHERE SLABS ON2
PROVIDE 3.
MESH SPACING.
FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ON FULL
A185 OR ASTM A497. PROVIDE SHEET- TYPE WELDED WIRE
WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM2.
CONTRACTOR SHALL BE IN ACCORDANCE WITH ACI 318.
(ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE
INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE
WITH THE PROVISIONS OF THE AMERICAN CONCRETE
ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE1.
INSTALLATION SHALL BE AT LEAST 50 DEGREES FAHRENHEIT.
CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE ANCHOR7.
INSTALLATION.
STRENGTH OF 2,500PSI AT THE TIME OF ADHESIVE ANCHOR
NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE6.
ASSEMBLIES SHALL CONFORM TO ASTM A615, GRADE 60.
REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS5.
ASSEMBLIES SHALL BE AS NOTED ON THE DRAWINGS.
ALL- THREADED ROD TO BE USED IN ADHESIVE ANCHOR4.
ԏuncr = 1670PSI UNCRACKED CONCRETE BOND STRESS:b.
ԏcr = 805PSI CRACKED CONCRETE BOND STRESS:a.
USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:
VALUES FOR BOND STRESS WERE ASSUMED FOR THE DESIGN
ACI 318-14. FOR ADHESIVE ANCHORS, THE FOLLOWING MINIMUM
ANCHORAGE DESIGN IS IN ACCORDANCE WITH CHAPTER 17 OF3.
DRILLED HOLE.
RECOMMENDED SUPPLIES FOR PROPERLY CLEANING THE
EXTENSION TUBE, A DISPENSING GUN, AND ALL MANUFACTURER
LIMITED TO, THE NEW ADHESIVE, A CLEAN MIXING NOZZLE,
ENTIRE SYSTEM. THE SYSTEM SHALL INCLUDE, BUT IS NOT
THE ADHESIVE ANCHORS SELECTED SHALL BE SUPPLIED AS AN2.
ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.
ACCEPTANCE CRITERIA FOR QUALIFICATION OF POST- INSTALLED
REQUIREMENTS OF THE MOST RECENTLY PUBLISHED ACI 355.4,
ANCHORAGE TO CONCRETE SHALL CONFORM TO THE
THE ADHESIVE ANCHOR SYSTEM USED FOR POST- INSTALLED1.
DESIGN PROFESSIONAL.
SOUND CONCRETE, UNLESS PERMISSED BY THE LICENSED
BENT AFTER BEING ADHESIVELY EMBEDDED IN HARDENED,
REINFORCING BARS OR ALL- THREADED BARS SHALL NOT BE20.
REPLACED AT THE CONTRACTOR'S EXPENSE.
ANDADHESIVE CURE SHALL BE CONSIDERED DAMAGED
CONCRETE SURFACE. ANCHORS DISPLACED BEFORE FULL
ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE
CURES. UNLESS SHOWN OTHERWISE ON THE DRAWINGS,
IN- PLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE
INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED19.
COATINGS.
OIL- FREE, AND FREE OF LOOSE RUST, PAINT, OR OTHER
ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN,18.
THE ADHESIVE DURING CURING.
VERTICALLY OVERHEAD LOCATIONS TO PREVENT LOSS OF
THE SURFACE SHALL BE SEALED AT HORIZONTAL TO
DEPTH. WHERE NECESSARY, SPACES AROUND ANCHORS AT
INSERTION AND ROTATING THE ANCHOR TO THE SPECIFIED
WITHDRAWN AS ADHESIVE IS INJECTED, FOLLOWED BY
BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND
BE DISPENSED THROUGH A TUBE OR CARTRIDGE EXTENSION,
UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE SHALL17.
CLEANING.
THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL
ENGINEER, INSPECTOR, OR OWNER'S REPRESENTATIVE THAT
THE HOLE WAS JUST DRILLED, IF IN THE OPINION OF THE
A DRILLED ANCHOR HOLE SHALL BE RE- CLEANED ASSUMING16.
FROM CONTAMINATION UNTIL THE ADHESIVE IS INSTALLED.
DRILLED AND CLEANED ANCHOR HOLES SHALL BE PROTECTED15.
ADHESIVE INJECTION, AS REQUIRED BY THE MPII.
ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO14.
ROTARY IMPACT HAMMER DRILL OR ROCK DRILL.
ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A13.
VACUUMS, WRENCHES, ETC.
BLOW OUT BULBS, OIL- FREE COMPRESSED AIR, SHOP
LIMITED TO, DRILLS, SETTING TOOLS, CLEAN- OUT BRUSHES,
TO INSTALL THE ADHESIVE ANCHOR INCLUDING, BUT NOT
THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED12.
INSTRUCTIONS (MPII).
WITH THE MANUFACTURER'S PRINTED INSTALLATION
ADHESIVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE
ACCORDANCE WITH THE SPECIFICATIONS. POST- INSTALLED
PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN
ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED11.
MANUFACTURER.
SERVICE TEMPERATURE RANGED RECOMMENDED BY THE
ADHESIVES SHALL BE STORED AND INSTALLED AT THE10.
1'-6" AND MINIMUM STICK- OUT SHALL BE 6".
INFORMATION, THE MINIMUM EMBEDMENT DEPTH SHALL BE
INSTALLED. ABSENT ANYGROUP OF ANCHORS BEING
THE DRAWING OR DETAIL FOR THE PARTICULAR ANCHOR OR
FROM THE CONCRETE SURFACE SHALL BE AS SHOWN ON
EMBEDMENT DEPTH AND ANCHOR PROJECTION (STICK- OUT) 9.
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GENERAL SHEET NOTES
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DESIGN AND SHOP DRAWINGS SHOWING THE TRUSS
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"16
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DROP GABLE
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US Army Corps
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GENERAL SHEET NOTES
ISOMETRIC - CANOPY BEAM FRAMING PLAN
A5
CANOPY BEAM FRAMING PLAN
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
90°
'-0
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C END OF BEAM TO
GALVANIZED SCREW TYPE CONCRETE ANCHOR.
" X 8" 4
CONCRETE/MASONARY CONNECTION SHALL BE
AND NUT. ALL STEEL TO F3125 GR A325 GALVANIZED
" BOLTS WITH WASHER 4
ALL BOLTED CONNECTIONS ARE 1.
ALCOVE
FACE OF WALL
OUTSIDE FACE FOUNDATION
S -5
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S-504-A1
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CANOPY FOOTING PLAN
CANOPY FOOTING ELEVATION
3'-0" 3'-0"
3'-0"
14'-0"
17'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
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1'-9"
15'-8"
#4 @ 12" OC EW. 3" CLR
" X 6" LEVELING BOLTS4
D7
ISOMETRIC - CANOPY FOOTING REBAR PLACEMENT
A6
CANOPY FOOTING REBAR PLACEMENT
SCALE : 3/4"=1'-0" 0 1' 2' 3'
0 1' 2' 4'SCALE : 1/2"=1'-0"
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SCALE : 3/4"=1'-0" 0 1' 2' 3' N. T. S.
" METAL DECK2
20 GAUGE 1
CANTILEVERED JOIST
CFS TRUSSES
SECTION - BREEZWAY TRUSS
ISOMETRIC - TRUSS TO SILL PLATE CONNECTION
E1
SECTION - BLOCKING FOR MASONRY SECTION
E5
SECTION - BLOCKING FOR WOOD SECTION
" METAL DECK2
20 GAUGE 1
" METAL DECK2
20 GAUGE 1
#10 SCREW @ 4" O.C.
#10 SCREW @ 4" O.C.
#10 SCREW @ 4" O.C.
#10 SCREW @ 4" O.C.
CFS JOIST
" SQUARE WASHER4
4" X
EXISTING TRUSSES
SILL PLATE
2" X 6" TREATED
EXISTING MASONRY
COLD FORMED STEEL JOIST
@ 4" O.C.
10D 0.131 DIA. NAIL
ON PONY WALL
DFL DOUBLE TOP PLATE
EXISTING TRUSS
EXISTING DOUBLE TOP PLATE
TIE DOWN
HURRICANE
J
W
IS
O C
FROM SIDE TO SIDE
TO INSURE THE TRUSSES SIT LEVEL
NOTE: FIELD VERIFY HEIGHT OF PONY WALL
GENERAL SHEET NOTES
EXISTING ROOF.
SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION OF 1.
DOUBLE TOP PLATE
WALL TO EXISTING
ATTACH FROM PONY
BACKED DRYWALL
SURE BOARD STEEL
" X 6" WEDGE ANCHOR @ 24" O.C.8
6" 6"
S O
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N N
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P L
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-502-D1
S-502-D3
S-502-D3
A N
S I
D
D
G N
S P
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S Y
T
IM
E a u to u s e rn a m e
D
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V
S-501
R N
IC
K
.S
SOLICITATION
/0
/0
R
M O
T T
M B
R Y
N E
R
2'1'0SCALE : 1"=1'-0"
11'-4"
"4
"8
C A
N O
P Y
F R
A M
IN
G
D E
T A
IL
S
S-501-A1
2'1'0SCALE : 1"=1'-0"C1
S-501-C1
2'1'0SCALE : 1"=1'-0"E1
S-501-E1
2'1'0SCALE : 1"=1'-0"F1
S-501-F1
GENERAL SHEET NOTES
W16x31
" Ø TYP OF 316
" Ø TYP OF 316
" Ø TYP OF 616
" Ø TYP OF 616
"4
J
W
IS
O C
11"
" Ø TYP OF 416
" Ø TYP OF 416
"4
"8
3"
"4
13'-11
3"
"8
"4
2'-4
BEVEL
45°
BEVEL
45°
"2
21'-6
"8
"8
20'-1
"8
"8
"2
11" "2
"4
"4
"4
REQUIREMENTS.
SEE ARCHITECTURAL DRAWINGS FOR STEEL PAINT 3.
ALL PLATE STEEL IS TO BE ASTM A572 GRADE 50.2.
STEEL.
ALL BEAMS AND COLUMNS ARE TO BE ASTM A992 GR. 50 1.
W16x31
W16x31
W16x31
2'-0" 2'-0" 1'-0" 1'-0" 2'-0" 2'-0"
CL
1'-4" 8 SPACES AT 2'-0" = 16'-0"
" Ø TYP OF 144
" Ø TYP OF 184
" Ø TYP OF 204
3" 1'-4"
9 SPACES AT 2'-0" = 18'-0"
S O
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N O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T
C O
D E
SHEET ID
A
B
C
D
E
F
S-502-D5
S-502-F5
S-502-D1
S-502-F5
A N
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SOLICITATION
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2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 1"=1'-0"A1
S-502-A1
S-502-A7
S-502-D1
D3 S-502-D3
D5 S-502-D5
F1 S-502-F1
F4 S-502-F4
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
" Ø TYP OF 416
" Ø TYP OF 416
" Ø TYP OF 316
" Ø TYP OF 316
" Ø TYP OF 216
" PL4
" PL4
" PL8
" PL4
"2
1'-2"
11"
"2
1 11"
1'-2"
"16
"16
13'-1
"16
"8
1'-1 9" 11 SPACES AT 1.0' OC = 11'-0"
" Ø TYP OF 1316
C A
N O
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F5 S-502-F5
" PL8
" PL8
"8
" Ø TYP OF 316
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
GENERAL SHEET NOTES
ALL PLATE STEEL IS TO BE ASTM A572 GRADE 50.2.
STEEL.
ALL BEAMS AND COLUMNS ARE TO BE ASTM A992 GR. 50 1.
"4
"4
"4
C15x33
45° CHAMFER
"16
4"
"4
1'-6
"16
"16
"4
HSS4x4x
"4
"4
S O
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P L
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C T N
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S-502-F1
S-502-F4
S-501-F1
S-501-A1 S-502-A7
S-502-A1
A N
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IC
S P
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S-503
R
N
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SOLICITATION
/0
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R
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2'1'0SCALE : 1"=1'-0"A8
GABLE END OVERHANG DETAIL
N O
P Y F
R A
M
IN
G D
E T
A
IL
S
J
W
IS
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GALVANIZED SCREW TYPE CONCRETE ANCHOR.
" X 8" 4
CONCRETE/MASONARY CONNECTION SHALL BE
AND NUT. ALL STEEL TO F3125 GR A325 GALVANIZED
" BOLTS WITH WASHER 4
ALL BOLTED CONNECTIONS ARE 3.
ALL PLATE STEEL IS TO BE ASTM A36 GR. 50 STEEL.2.
STEEL.
ALL BEAMS AND COLUMNS ARE TO BE ASTM A992 GR. 50 1.
"4
"8
HHS8x8x
3" 3""
3" 3""
"4
OUTLOOKERS
BETWEEN
BLOCKING
(W/O WEB HOLES)
1000S162-33
FASCIA TRACK,
DROP GABLE END TRUSS
ROOF RAFTER
ANGLE
CLIP
OUTLOOK RAFTERS
1000S162-33 (W/O WEB HOLES)
2'-0" 2'-0" MIN
E4
DETAIL - CANOPY BEAM FRAMING PLAN
SCALE : 3/8"=1'-0" 0 2' 4' 6'A4
DETAIL - CANOPY BEAM FRAMING PLAN
BRACKET
TO OUTSIDE EDGE OF S-501-A1
" END OF S-501-F1 BEAM4
2'-4
INSIDE OF ALCOVE
FACE OF WALL
ALCOVE
ALCOVE
"2
7'-4
END BEAM TO FACE OF WALL
INSIDE OF ALCOVE
FACE OF WALL
SCALE : 3/8"=1'-0" 0 2' 4' 6'
2'1'0SCALE : 1"=1'-0"A1
S O
L
IC
IT
A T
IO
N N
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A M
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C A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S I
D
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IC
S P
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2'1'0SCALE : 1"=1'-0"A1
S-504-A1
"16
12'-
"16
5'-"16
5'-
R '-2
T Y P
S O
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IC
IT
A T
IO
N N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
S I
D
E
IC
S P
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SOLICITATION
D E
M O
L
IT
IO
N W
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ARCHITECTURAL DEMOLITION FLOOR PLAN
0 4' 16'8'SCALE : 1/8"=1'-0"
SHEET KEY NOTES
JAN. / STOR.
MENS
DISPLAY AREA
WOMENS
MECH. / STORAGE
THEATRE ROOM
115 CONFERENCE
CORRIDOR
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
ROOM
MECHANICAL
N
MEN
112 111
70'-8"
"4
36'-3
RECEPTION
OFFICE /
OFFICE
B
C O
R A
L V
INFORMATION ON EXISTING BUILDING SYSTEMS.
SEE REFERENCE DRAWINGS FOR ADDITIONAL 2.
VERIFIED ON SITE.
ALL DIMENSIONS ARE APPROXIMATE AND MUST BE 1.
R
M O
T T
C .T
IL
L B
E R
G /0
/0
R
N
IC
K E
L
1992 BUILDING ADDITIONORIGINAL BUILDING
1 1
J
W
IS
O C
K I
A1/A-504
NEW LOUVER AND EXHAUST FAN DUCTWORK, SEE DETAIL
PROVIDE OPENING IN WALL FOR INSTALLATION OF 5.
FOR REINSTALLATION.
INSTALL ACCESS HATCH IN ROOF DECK ABOVE. SAVE
REMOVE CEILING TILE AND GRID AS NEEDED TO 4.
AND EXHAUST FAN FOR REINSTALLATION.
CEILING THROUGHOUT ROOM. SAVE LIGHT, DIFFUSER,
DEMOLISH SUSPENDED ACOUSTICAL TILE AND GRID 3.
DEMOLISH SKYLIGHTS AND ASSOCIATED FRAMING.2.
DEMOLISH DOWNSPOUT. 1.
S O
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IC
IT
A T
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N N
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P L
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C O
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C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
ROOM
ELECT.
STAIR
WOMEN
HC
S I
D
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IC
S P
D F \3
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A L V -C
A D
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P S O
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W A
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A S
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A D
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IV
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IN
G
0 4' 16'8'SCALE : 1/8"=1'-0"
GENERAL SHEET NOTES
SHEET KEY NOTES
N
70'-8"
"4
36'-3
B
C O
R A
L V
1992 BUILDING ADDITIONORIGINAL BUILDING
5 5
/0
/0
A-102
R
M O
T T
C T
IL
L B
E R
G
R
N
IC
K E
L
J
W
IS
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L A
N
D E
M O
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N R
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A
IR
ARCHITECTURAL DEMOLITION & REPAIR ROOF PLAN
SOLICITATION
SEE ALSO GENERAL NOTES ON G-003.4.
OPENINGS LARGER THAN 2".
ESTIMATE 10 OPENINGS SMALLER THAN 2" AND 6
THE EXISTING AND SEALED. FOR BIDDING PURPOSES,
HAVE OPENINGS FILLED WITH ROOF DECKING MATCHING
SEALANT. OPENINGS LARGER THAN 2" DIAMETER MUST
AND SIMILAR, MUST BE FILLED WITH FIRE-RATED
REMOVED CONDUITS, FORMER PIPE PENETRATIONS,
REMOVAL OF ROOFING MATERIALS, SUCH AS FORMERLY
ANY OPENINGS FOUND IN THE ROOF DECKS AFTER 3.
INFORMATION ON EXISTING BUILDING SYSTEMS.
SEE REFERENCE DRAWINGS FOR ADDITIONAL 2.
VERIFIED ON SITE.
ALL DIMENSIONS ARE APPROXIMATE AND MUST BE 1.
E1
A-501
E3
A-501
DEMOLISH PLYWOOD SOFFIT WITHIN ALCOVE.18.
IN THE DECK WITH FIRE-RATED SEALANT.
ALSO ELECTRICAL DRAWINGS. SEAL REMAINING OPENING
DEMOLISH CONDUIT TO BELOW ROOF DECK, SEE 17.
INTUMESCENT PILLOWS.
SCUPPER. FILL OPENING REMAINING IN MASONRY WITH
REMOVE ROOFING MATERIALS AND FLASHING IN 16.
JOINTS FILLED WITH FIRE-RATED SEALANT.
DECK OVER REMAINING ROOF DRAIN OPENING WITH
DEMOLISH ROOF DRAIN. PROVIDE SHEET METAL 15.
SEALANT.
REMAINING OPENING IN THE DECK WITH FIRE-RATED
DEMOLISH PIPE TO BELOW ROOF DECK. SEAL 14.
VENT PIPE AND ROOF DECK WITH FIRE-RATED SEALANT.
VENT PIPE TO REMAIN. SEAL ANNULAR SPACE BETWEEN
DEMOLISH FLASHING, BOOTS, AND SIMILAR AROUND 13.
WITH FIRE-RATED SEALANT.
DECK OVER REMAINING OPENING. JOINTS TO BE FILLED
METAL COVERS, FLASHING, ETC. PROVIDE SHEET METAL
DEMOLISH ROOF CURBS AND ASSOCIATED SHEET 12.
TO BE FILLED WITH FIRE-RATED SEALANT.
SHEET METAL DECK OVER REMAINING OPENING. JOINTS
ASSOCIATED FLASHING TO BELOW ROOF DECK. PROVIDE
DEMOLISH BRICK CHIMNEY, CAP, FLUE, AND 11.
SEALANT.
DRAIN OPENING WITH JOINTS FILLED WITH FIRE-RATED
PROVIDE SHEET METAL DECK OVER REMAINING ROOF
IN MASONRY WALL WITH INTUMESCENT PILLOWS.
WALL. CAP AND SEAL REMAINING PIPE. SEAL OPENING
PIPING ABOVE CEILING AND THROUGH THE MASONRY
DEMOLISH ROOF DRAIN AND INTERIOR DOWNSPOUT 10.
REMAINING OPENING IN ROOF DECK.
PIPING. PROVIDE 3/4" PLYWOOD SHEATHING TO INFILL
DEMOLISH ROOF DRAIN AND INTERIOR DOWNSPOUT 9.
PLYWOOD SHEETS.
NEW 3/4" PLYWOOD SHEATHING AT AREA OF REMOVED
PLYWOOD DECK WITH REMAINING OPENINGS. PROVIDE
COVERS, FLASHING, ETC. REMOVE FULL SHEETS OF
DEMOLISH ROOF CURBS AND ASSOCIATED SHEET METAL 8.
INCLUDING ALL ASSOCIATED FLASHING AND BLOCKING.
DEMOLISH EPDM ROOFING ABOVE THE ROOF DECK 7.
SPECIFICATIONS FOR DETAILS.
POSITIVE FOR ASBESTOS. SEE DETAIL E3/A-501 AND
BLOCKING. MASTIC ON SOME BLOCKING HAS TESTED
ROOF DECK, INCLUDING ALL ASSOCIATED FLASHING AND
DEMOLISH EPDM ROOFING AND INSULATION ABOVE THE 6.
PLYWOOD SHEET.
NEW 3/4" PLYWOOD SHEATHING AT AREA OF REMOVED
PLYWOOD DECK WITH REMAINING OPENING. PROVIDE
CURBS AND FLASHING. REMOVE FULL SHEET OF
DEMOLISH ROOF VENTILATOR AND ALL ASSOCIATED 5.
SHEATHING AT AREA OF REMOVED PLYWOOD SHEETS.
REMAINING OPENING. PROVIDE NEW 3/4" PLYWOOD
REMOVE FULL SHEETS OF PLYWOOD DECK WITH
DEMOLISH SKYLIGHTS AND ASSOCIATED FRAMING. 4.
DEMOLISH CANOPY.3.
DETAIL E3 / A-501.
PARAPET OF THE ORIGINAL SECTION OF BUILDING. SEE
COPING AND TWO LAYERS BRICK AROUND ENTIRE
DEMOLISH MANSARD ROOF CONSTRUCTION, CONCRETE 2.
SHEETS.
BACKED DRYWALL IS INSTALLED. SEE STRUCTURAL
THE ROOF TRUSSES AS REQUIRED UNTIL THE STEEL
DETAIL E1/ A-501. PROVIDE TEMPORARY SUPPORT FOR
ENTIRE PARAPET OF THE 1992 BUILDING ADDITION. SEE
DEMOLISH MANSARD ROOF CONSTRUCTION AROUND 1.
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GENERAL SHEET NOTES
SHEET KEY NOTES
JAN. / STOR.
MENS
DISPLAY AREA
WOMENS
MECH. / STORAGE
THEATRE ROOM
115 CONFERENCE
CORRIDOR
OFFICE
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MECHANICAL
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OFFICE
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INFORMATION ON EXISTING BUILDING SYSTEMS.
SEE REFERENCE DRAWINGS FOR ADDITIONAL 2.
VERIFIED ON SITE.
ALL DIMENSIONS ARE APPROXIMATE AND MUST BE 1.
ARCHITECTURAL NEW WORK FLOOR PLAN
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ORIGINAL BUILDING 1992 BUILDING ADDITION
70'-8"
A7
A-502
TYP. TRIM AT ALL 1992 BUILDING ADDITION EXTERIOR WALLS
TYP. TRIM AT ALL ORIGINAL BUILDING EXTERIOR WALLS
A-502
A5
A1/A-504 AND A1/A-505.
WOOD INFILL WITHIN THE STEEL BEAMS. SEE DETAIL
PROVIDE STAINED AND SEALED WESTERN RED CEDAR 9.
INDUSTRIAL ENAMEL PAINT.
PRIME AND PAINT STEEL COLUMN WITH TWO COATS 8.
INDUSTRIAL ENAMEL PAINT.
PRIME AND PAINT STEEL BEAMS WITH TWO COATS 7.
CONNECTION TO EXISTING EXHAUST FAN.
PROVIDE NEW WALL LOUVER AND DUCTWORK 6.
INSTALLATION OF ACCESS HATCH.
REINSTALL CEILING TILE AND GRID REMOVED FOR 5.
WALKWAY COLUMNS. SEE DETAILS, SHEET A-503.
PROVIDE CMU WITH STONE VENEER AROUND NEW 4.
F1, D1, AND D3 ON A-505.
INDICATE LOCATION OF ACCESS HATCH. SEE DETAILS
ON GRID OF SUSPENDED ACOUSTICAL CEILING BELOW TO
VERIFY EXACT LOCATION WITH C.O.R. PROVIDE STICKER
ROOF TRUSSES AND ADDITIONAL FRAMING REQUIRED.
HATCH IN STEEL DECKING ON TOP OF EXISTING STEEL
PROVIDE 22" X 30" FIRE-RATED ATTIC ACCESS 3.
ACCESS HATCH. SEE D7/A-505.
ACOUSTICAL CEILING BELOW TO INDICATE LOCATION OF
PROVIDE A STICKER ON THE GRID OF SUSPENDED
CEILING. VERIFY EXACT LOCATION WITH C.O.R.
WOOD ROOF JOISTS AND ACCESS THROUGH GYP BOARD
HATCH IN THE PLYWOOD DECKING OF THE EXISTING
PROVIDE 22" X 30" FIRE-RATED ATTIC ACCESS 2.
EXHAUST GRILL IN THEIR ORIGINAL LOCATIONS.
EXISTING CEILING. REINSTALL LIGHT, DIFFUSER, AND
GRID THROUGHOUT ROOM AT THE SAME HEIGHT AS THE
PROVIDE NEW 2'X2' ACOUSTICAL CEILING TILE AND 1.
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GENERAL SHEET NOTES
SHEET KEY NOTES
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D5
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4 4
ARCHITECTURAL NEW ROOF PLAN
LEGEND
DS
DS DS DS
DS
DS
DS
DS
DS
DSDSDS
DS
EXTERIOR BUILDING WALL BELOW
TYP. - INDICATES OUTSIDE FACE OF
SYSTEM AND NEW DRAIN PIPES.
1. SEE CIVIL SHEETS FOR UNDERGROUND STORM SEWER
SHEET METAL DOWNSPOUT
4" X 5" PREFINISHED OPEN FACEDS
W
IS
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K I
C
A -5
THAT DOES NOT EXTEND PAST ADJACENT ROOFS.
PROVIDE UNVENTED SOFFIT UNDER WALKWAY ROOF 10.
CONTINUE SOFFIT INTO ALCOVES. 9.
OVERSIZED GUTTER SECTION.
6" HIGH SPLASH GUARD SECURED TO FRONT OF
GUTTER SECTION WITHIN CORNER BELOW VALLEYS W/
PROVIDE PRE-FINISHED ALUMINUM OVERSIZED 8.
STANDING SEAMS. VERIFY EXACT LOCATION IN FIELD.
504. OFFSET EXTENTIONS AS REQUIRED TO AVOID
THROUGH NEW STANDING SEAM ROOF, SEE DETAIL E1/A-
EXTEND THE EXISTING PIPE VENT OR FLUE UP 7.
BELOW.
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