ADDENDUM 2 - BidNet

Addendum 2 5/27/2022

ADDENDUM 2

This Addendum forms a part of the contract documents and modifies the original Bid Documents dated October 18, 2018 as noted below. Acknowledge receipt of this Addendum in the space provided on the bid form. Failure to do so may subject the bidder to disqualification.

GENERAL ITEMS:

ITEM #1 Addendum 1 removed several documents originally uploaded to the bid site. Please refer to the following matrix for additional clarification.

REMOVE: COVERED IN:

Advertisement For Bids See Form 00 11 13 – Advertisement for Bids

General Contract Conditions – 12.14.20 A201 – General Conditions of the Contract for Construction

General Conditions Contractor – Medium Hazard Reference A101 – Owner-Contractor Agreement Stipulated Sum

Active Workzone Safety Specifications Volume #1

Special Condition Equal Opp. Clause Specifications Volume #1

Communication Disclosure Specifications Volume #1

Waiver and Hold Harmless with Attachment Drawing & Specifications Volume 1 & 2

Statement of Intent/Nondiscrimination Specifications Volume #1

Bond Requirement Specifications Volume #1

Affirmative Action Form Specifications Volume #1

DBE Sub-Contract Contact Forms Specifications Volume #1

Contractor Evaluation Specifications Volume #1

SUDAS Drawing & Specifications Volume 1 & 2

Date: May 27, 2022

Project: Davenport Fire Station No. 3

Project number: 21227000

Client: City of Davenport

Project Location: Davenport, Iowa


ITEM #2 Refer to the attached sign-in sheet from the Pre-Bid Conference held on May 17, 2022.

QUESTIONS:

ITEM #3 QUESTION: The question that I would like you to address which I indicated in our phoncon moments ago is pertaining to a mystery column. The drawing sheet numbers involved with the column question are S111, S112 and S113. There is a column located at grids 2.5 and B on sheets S111 and S112. Key note 14 on sheet S112 references splice detail 12/S501 which indicates that an upper HSS5X5X3/8 column starts at the top of an HSS5x5x3/8 that bolts to the foundation and terminates at elevation 14’-0”. However, sheet S113 doesn’t show a column at that grid location. Please advise as to whether or not the splice detail 12/S501 is applicable with a continued column that would supply support to the bottom of the WF16X31 located on sheet S113.

ANSWER: The HSS5x5X3/8 at grid intersection B-2.5 stops at the top of the 2nd floor framing (does not extend to the roof). The keynoted splice and detail has been removed in this addendum.

ITEM #4 QUESTION: I am conducting the material take-off for the subject opportunity and have come across a design difference between the structural and architectural drawings for the number 3 for the east and west walls of the building. The structural drawings depict the surface/face plate of the “3” on the outboard side and the architectural drawings have the surface/face plate of the “3” on the inboard/building side with a 2” lip plate around the perimeter of the number. The structural drawings don’t depict the depth of the number 3 cavity whereas the architectural drawings represent the depth as 4”. Please advise which design is to be pursued for quoting.

ANSWER: Refer to sheet S502 revision noted below.

ITEM #5 QUESTION: On the Davenport Fire station # 3 the specs call out for Kawneer 1600 UT system 2 this system is a 2-sided capture and 1-2 sided SSG. However you say in the same spec some of it is to be 4 sided SSG. This would turn that into a clear wall system. This would make that much more expensive and much more labor intensive. Can you clarify this. Or can you possibly make all the horizontal mullions Captured them we could still use the System 2 and get to a much better cost point.

ANSWER: Refer to specification revision noted below.

ITEM #6 QUESTION: On IGU-6 do you really want Bird Etching: Provide Walker, AviProtek E acid-etch pattern 211 on #1 surface and the 1/16” dots as well?

ANSWER: Etched glass is not required, refer to specification revision noted below.

ITEM #7 QUESTION: Are you wanting manual or motorized roller shades for room 201? A712 RCP shows WT-1 tag similar to Room 202 Motorized but states manual roller shades as well as the 122413 Roller window shade spec. Electrical does not show anything for that room.

ANSWER: Room 201 and Dorm Rooms are manual. Room 202 are motorized. Refer to Alternate 2 for deduct to provide manual in lieu of motorized at Room 202.

ITEM #8 QUESTION: 122413 Roller window shade spec specifies a 1% E-Screen fabric for the motorized shades and a


mosaic blackout for manual shades, Is this correct because the Room schedule A006 states a 1% Basketweave 90. Please specify the fabric for motorized and manual shades?

ANSWER: Mosaic blackout shades are not required. Provide 1% basketweave 90 at all locations.

ITEM #9 QUESTION: For Shades that are not in ceiling pockets, do you want an open roll shade or do you want a front fascia to conceal the roll?

ANSWER: Provide open roll shade.

ITEM #10 QUESTION: Do you require a performance bond from us or will the GC Cover this?

ANSWER: The general contractor is responsible for project bonding.

ITEM #11 QUESTION: Refer to Elevation 1 on Sheet L201 - it dimensions the letters as 10” tall but described as 12” tall on note. Question: Provided 10” letters and disregard 12” note?

ANSWER: Correct, letters are to be 10” tall.

ITEM #12 QUESTION: Could you please clarify what the finish is for the countertop on elevation 7/A602? It is showing PLAM1.A. I am not seeing this on the finish schedule.

ANSWER: There is no PLAM1.A, this should read PLAN1.

ITEM #13 QUESTION: Section 06 41 00, 2.01C4 states that the materials for semi-exposed surfaces are to the Thermoset Decorative panels. The architectural drawings indicate on the elevations that the exterior PLAM and the interior PLAM are to be the same. Can you please clarify this discrepancy?

ANSWER: Exposed surfaces of casework must be finished with the same adjacent material as indicated on the elevations. Areas of casework not exposed to view are to be the thermoset decorative panel.

APPLICABLE TO THE PROJECT SPECIFICATIONS:

ITEM #14 The following is a list of APPROVED products:

A. Section 07 21 00 – Thermal Insulation

1) 2.03.A – Johns Manville, CladStone 60 Water and Fire Block Insulation

B. Section 07 42 13.23 – Aluminum Composite Panels

1) 2.02.A.8 – Alfrex, FR Metal Composite Material – Color must match specified color

C. Section 07 53 00 – Elastomeric Membrane Roofing

1) 2.01.A – Versico Roofing Systems, VersiGard EPDM

D. Section 07 76 00 – Patio Pavers

1) 2.01A – HDG Building Material, Ipe Pavers and Buzon Pedestal System

E. Section 08 36 14 – Four-Fold Door Systems

1) 2.01 – JUS Doors, SWT 2.0

F. Section 08 43 13 – Aluminum-Framed Storefronts and 08 44 13 – Glazed Aluminum Curtain Walls


1) 2.01 – Tubelite, T14000, E14000, E14000 I/O, CW 3700, Therml=Block Medium Stile Doors, 400TU Curtainwall

G. Section 08 36 14 – Four-Fold Door Systems

1) 2.01 – JUS Doors, SWT 2.0

H. Section 09 51 00 – Acoustic Ceilings

1) 2.01.A.2 – USG, 87100 for Armstrong Ultima 1942, 9/16 Beveled Tegular

2) 2.01.A.2. – USG, 89670 Mars Planks for Armstrong Ultima 1437 24 x 72

3) 2.01.A.2 – USG, 88136 for Armstrong Calla Health Zone 2824

4) 2.03.c.1 – USG, Compasso Standard

I. Section 09 54 00 – Seamless Acoustic Ceiling Assemblies

1) 2.01.A – USG Ensemble for Armstrong AcoustiBuilt Seamless

J. Section 10 21 13.17 – Phenolic Toilet Compartments

1) 2.01 – Scranton, Hiny Hiders Solid Plastic

K. Section 22 11 23 - DOMESTIC WATER PUMPS

1) 2.02 - TACO

L. Section 23 21 00 – HYDRONIC PIPING

1) 2.06C - METRAFLEX check valves.

M. Section 23 21 16 – HYDRONIC SPECILITIES

1) 2.02B - METRAFLEX automatic air vents.

2) 206D.3 - GRISWOLD balancing valves

N. Section 23 34 23 – Power Ventilators

1) 2.07.L - Sky Blade Fan Co. Eppler Series

O. Section 23 82 00 – Terminal Heat Transfer Units

1) 2.07.I – Superior Radiant Products, TX Series

2) 2.07I – Advanced Radiant Systems, Model DU

ITEM #15 SECTION 00 31 00 – Available Project Information

A. REISSUE Geotechnical Report entitled Geotechnical Exploration for New Fire Station No. 3, dated April 4, 2022 (REV 1) as attached, to include 100’ boring log and revised seismic site class.

ITEM #16 SECTION 04 26 13 – Masonry Veneer

A. REVISE item 2.01 BRICK UNITS as follows:

A. Facing Brick: ASTM C216 Type FBX, Grade SW

1. Size: Modular, 2-1/4” x 3-5/8” x 7-5/8”


2. Special Shapes: Molded units as required by conditions indicated unless standard units can be sawn to produce equivalent effect.

3. Compressive Strength: Provide units with a minimum average net-area compressive strength of 3000 psi, measured in accordance with ASTM C67.

4. Initial Rate of Absorption: Provide units with less than 25 g per 30 square inch initial rate of absorption. Individual units shall not vary by more than five percent.

5. Specified brick: Glen-Gery Brick, Belgian Gray Wirecut as distributed by King’s Material. Contact King’s Material-Eldridge: John Foley (563) 320-2447.

ITEM #17 SECTION 07 21 00 – Thermal Insulation

A. REMOVE item 2.03.B in its entirety, there are no radiant level 2 floor slabs.

ITEM #18 SECTION 08 44 13 – Glazed Aluminum Curtain Walls

A. REVISE item 2.02.A.2 to read: “Structural sealant glazing (SSG) adhesive where indicated in the drawings.

ITEM #19 SECTION 08 80 00 – Glazing

A. REMOVE item 2.04.F.8.a in its entirety, there is no etched glass.

ITEM #20 SECTION 23 82 00 – Terminal Heat Transfer Units

A. REVISE item 2.07.E to read “4”O.D. stainless steel combustion tube with emissivity black coating.”

ITEM #21 SECTION 26 27 26 – Wiring Devices

A. ADD the following paragraph to 2.03:

N. REC-SIM-620R: NEMA 6-20R Simplex Receptacle:

1. 250-volt, 20 amp, 2-pole, 3-wire grounding type with thermoplastic face.

a. Manufacturers:

1) Hubbell HBL5461

2) Leviton 5461

3) Pass & Seymour 5871

4) Cooper 5461

APPLICABLE TO THE DRAWINGS:

ITEM #22 SHEET S000 – GENERAL NOTES

A. REISSUE this sheet as attached, all changes clouded.

ITEM #23 SHEET S001 – SYMBOL AND ABBREVIATION KEY


ITEM #24 SHEET S002 – SNOW DRIFT PLAN, ABBREVIATION AND SYMBOL



ITEM #25 SHEET S111 – FOUNDATION PLAN


ITEM #26 SHEET S112 – SECOND FLOOR FRAMING


ITEM #27 SHEET S113 – ROOF FRAMING PLAN


ITEM #28 SHEET S200 – ELEVATIONS


ITEM #29 SHEET S301 – FOUNDATION DETAILS


ITEM #30 SHEET S400 – MASONRY DETAILS


ITEM #31 SHEET S401 – MASONRY DETAILS


ITEM #32 SHEET S500 – STEEL DETAILS


ITEM #33 SHEET S501 – STEEL DETAILS


ITEM #34 SHEET S502 – DETAILS


ITEM #35 SHEET A341 – SECTION DETAILS

A. REVISE dimension of aluminum composite metal panel to be 1’-4” in lieu of 1’-6”.

ITEM #36 SHEET A345 – SECTION DETAILS

A. REVISE dimension of steel face plate to be 3” in lieu of 2”.

ITEM #37 SHEET F201 – FIRST FLOOR – FIREPROTECTION


ITEM #38 SHEET F202 – SECOND FLOOR – FIRE PROTECTION


ITEM #39 SHEET F400 – FIRE PROTECTION DETAILS



ITEM #40 SHEET F600 – FIRE PROTECTION SCHEDULES


ITEM #41 SHEET P000 – PLUMBING COVERSHEET


ITEM #42 SHEET P201 – FIRST FLOOR – PLUMBING


ITEM #43 SHEET P300 – ENLARGED PLUMBING PLANS


ITEM #44 SHEET P600 – PLUMBING SCHEDULES


ITEM #45 SHEET P601 – PLUMBING SCHEDULES


ITEM #46 SHEET M211 – FIRST FLOOR - VENTILATION


ITEM #47 SHEET M212 – SECOND FLOOR – VENTILATION


ITEM #48 SHEET M213 – ROOF PLAN – MECHANICAL


ITEM #49 SHEET M300 – ENLARGED MECHANICAL PLANS


ITEM #50 SHEET M400 – MECHANICAL VENTILATION DETAILS


ITEM #51 SHEET M403 – MECHANICAL PIPING DETAILS


ITEM #52 SHEET M600 – MECHANICAL SCHEDULES

A. REISSUE this sheet as attached; all changes clouded.





ITEM #55 SHEET MC201 – FIRST FLOOR – TEMPERATURE CONTROLS



ITEM #56 SHEET E000 – ELECTRICAL COVERSHEET


ITEM #57 SHEET E201 – FIRST FLOOR – LIGHTING

A. REVISE switch in Restroom 106 to be occupancy sensor type.

ITEM #58 SHEET E202 – SECOND FLOOR – LIGHTING

A. REMOVE ceiling mounted occupancy sensor from Restroom 216.

ITEM #59 SHEET E211 – FIRST FLOOR – POWER


ITEM #60 SHEET E212 – SECOND FLOOR – POWER


ITEM #61 SHEET E213 – ROOF – ELECTRICAL


ITEM #62 SHEET E221 – FIRST FLOOR – SYSTEMS

A. ADD ceiling mounted CO detector new water heater in Water 112.

ITEM #63 SHEET E500 – ELECTRICAL RISER DIAGRAM


ITEM #64 SHEET E600 – ELECTRICAL – SCHEDULES

A. ADD “LITHONIA VCVL SERIES” as an approved manufacturer for Type F7.

B. ADD “TECH LIGHTING ELEMENT 3 SERIES” as an approved manufacturer for Type F13.

C. ADD “UL WET LOCATION LISTED.” to description for type F13.

D. REVISE driver type for fixture type F17 to be DMX.

E. REVISE sequence “LE2” to say “UTILITY 221” in lieu of “UTILITY 231”.

ITEM #65 SHEET E601 – ELECTRICAL – SCHEDULES


ITEM #66 SHEET E700 – ELECTRICAL PANEL SCHEDULES


ITEM #67 SHEET E701 – ELECTRICAL PANEL SCHEDULES


END OF ADDENDUM

Geotechnical Exploration for

New Fire Station No. 3

4210 North Brady Street Davenport, Iowa

April 4, 2022 (REV 1) Lab No. 21005985.01

April 4, 2022 (REV 1) OPN Architects 200 Fifth Avenue SE, Suite 201 Cedar Rapids, IA 52401 ATTN: Mr. Landon Burg, AIA P: 319.363.6018

E: [email protected] RE: Geotechnical Exploration for New Fire Station No. 3 4210 North Brady Street Davenport, Iowa

IMEG Project No. 21005985.01 Mr. Burg: The recently completed geotechnical study for planning, design, and future construction

of a New Fire Station near the above address is submitted herewith. The report presents

results of field and laboratory testing of soils and geotechnical recommendations for the

planned construction. We hope the findings and recommendations are helpful with

planning, design, and construction activities. We invite you to call if you require

clarification or further discussion of any items presented herein.

Respectfully Submitted, IMEG, Corp.

I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.

04.04.2022

Signature Date Matthew A. Dotson

License No. 22889

My license renewal date is December 31, 2022

Pages covered by this seal: Geotechnical Report & Appendices A to E

MAD/rma

mailto:[email protected]

GEOTECHNICAL STUDY

New Fire Station No. 3 4210 North Brady Street

Davenport, Iowa

April 4, 2022 (REV 1) Lab No. 21005985.01

Table of Contents

1.0 INTRODUCTION ................................................................................................................... 1

2.0 EXPLORATION AND TESTING PROCEDURES ................................................................ 2

3.0 SUBSURFACE CONDITIONS .............................................................................................. 3

3.1 SOILS DESCRIPTIONS METHODS ................................................................................ 3

3.2 SUMMARY OF SUBSURFACE CONDITIONS .............................................................. 3

3.2.1 INITIAL GEOTECHNICAL EXPLORATION ................................................................. 3

3.2.2 SUPPLEMENTAL GEOTECHNICAL EXPLORATION ................................................ 5

3.3 COMMENTS ON SOIL STRATIGRAPHY ....................................................................... 6

3.4 WATER LEVEL OBSERVATIONS .................................................................................... 6

4.0 ANALYSIS AND RECOMMENDATIONS ........................................................................... 7

4.1 PROJECT INFORMATION ............................................................................................... 7

4.2 GEOTECHNICAL CONSIDERATIONS ............................................................................ 7

4.3 SITE PREPARATION AND DRAINAGE .......................................................................... 9

4.4 CONTROLLED FILL .......................................................................................................... 9

4.5 INTERMEDIATE FOUNDATIONS ................................................................................. 10

4.6 WALLS BELOW GRADE ................................................................................................ 11

4.7 SEISMIC SITE CLASSIFICATION .................................................................................. 13

4.8 GRANULAR REPLACEMENT MATERIAL ................................................................... 13

4.9 INTERIOR SLABS ............................................................................................................ 14

4.10 PAVEMENTS .................................................................................................................. 15

5.0 CLOSING REMARKS .......................................................................................................... 16

5.1 EXCAVATIONS ................................................................................................................. 16

5.2 CONSTRUCTION INSPECTION..................................................................................... 16

5.3 STUDY LIMITATIONS ..................................................................................................... 17

1

GEOTECHNICAL STUDY

New Fire Station No. 3 4210 North Brady Street

Davenport, Iowa

April 4, 2022 (REV 1) Lab No. 21005985.01

1.0 INTRODUCTION

This report presents results of our geotechnical exploration for planning, design, and

future construction of a New Fire Station at the above address in Davenport, Iowa. The

parent report was in general accordance with correspondence between Mr. Landon Burg

(OPN Architects) and Mr. Matt Snyder (IMEG-Rock Island). Notice to proceed was

provided on September 7th and our initial geotechnical exploration services were

executed thereafter.

Initial exploratory work included a review of available subsurface data for the project area,

completion of eleven exploratory borings to depths ranging from ten to about thirty feet

below existing ground surface, testing of soil in the field and laboratory, analyses of

results, development and presentation of geotechnical recommendations based on our

observations and our current understanding of the project.

In addition to the above initial exploratory work, the advancement of one additional boring

to further assess the appropriate seismic site classification for design was desired. The

supplemental boring and revision to this report is in general accordance with

correspondence between Mr. Landon Burg (OPN Architects), Mr. Eric Reinsch (IMEG-

Rock Island), and as authorized by Mr. Clay Merritt (City of Davenport). Authorization to

proceed was provided via email on March 28th and out supplemental boring was

advanced shortly after.

The supplemental exploration included advancement of a single boring to a depth of one-

hundred feet below existing ground surface, testing of soil in the field and laboratory,

analyses of the results, development and presentation of the supplemental geotechnical

recommendations based on our observations and our current understanding of the

project. Appendix A of the report provides a Boring Location Plan showing approximate

locations of initial and supplemental borings performed for this study.

2

2.0 EXPLORATION AND TESTING PROCEDURES

Exploratory borings were advanced with a Deidrich-D50 track-mounted rotary drill rig. At

preselected intervals throughout the boring depths, soil samples were recovered with

two-inch diameter split spoon samplers (SPT) driven by a 140-pound automatic hammer.

Resulting SPT blow counts obtained in the field were recorded and provide an index of

the soil relative density and strength as shown by Table A.

Table A. Consistency and Relative Density by Blow Counts

Cohesive (Clayey) Soils Cohesionless (Sandy) Soils

N-Value

(blows/ft.)

Consistency

Approximate Unconfined

Compressive Strength, psf.

N-Value

(blows/foot)

Relative Density

0 - 2 Very Soft 0 - 500 0 - 4 Very Loose

2 - 4 Soft 500 - 1000 4 - 10 Loose

4 - 8 Medium Stiff 1000 - 2000 10 - 30 Medium Dense

8 - 15 Stiff 2000 - 4000 30 - 50 Dense

15 - 30 Very Stiff 4000 - 8000 50+ Very Dense

30+ Hard 8000+

Recovered soil samples were removed from the sampler, placed in glass soil jars, sealed,

and labeled according to the appropriate boring number and depth of the specimen. Then,

samples were protected and prepared for transport to our laboratory for density

measurement, moisture content determination, and strength testing in unconfined

compression on intact samples. ASTM test methods D2216 and D2166 were closely

followed.

Test results were recorded on the final boring logs of Appendix B. Columns displayed

the penetrometer resistance (Qp) as determined with a hand-held spring penetrometer

in tons per square foot, approximate unconfined compressive strength (UCS), the

moisture content in percent of soil dry weight (%M), dry unit weight of soil in pounds per

cubic foot (DD), and the remolded strength as determined with hand-held pocket

penetrometer in tons per square foot (Qr).

3

3.0 SUBSURFACE CONDITIONS

3.1 SOILS DESCRIPTIONS METHODS

Soil sample grain size, plasticity and consistency were evaluated by visual-manual

methods and the Unified Soil Classification System as outlined in Appendix C. The

resulting descriptions were recorded on the logs in conjunction with soil colors evident

at the time of sample examination. The descriptions were separated by stratification lines

but, in place, the change between them is usually more gradual.

3.2 SUMMARY OF SUBSURFACE CONDITIONS

The site occupies a predominantly glaciated region of Iowa overlain by a varying depth of

wind-deposited loess and existing fill. Past project experience in the area has revealed

that post-depositional modification by erosional processes (i.e., slopewash generally

toward the west) is commonly discovered. Despite current manmade lines and levels,

many sites near this location have been intersected by rather abrupt changes in natural

topography.

3.2.1 INITIAL GEOTECHNICAL EXPLORATION

With respect to borings advanced during this study, the subsurface levels as delineated

on the boring logs are further summarized by the following paragraphs.

Existing FILL - beneath a thin mantle of hot-mix asphalt and crushed stone base at some

locations, existing fill was encountered. The existing fill was comprised of miscellaneous

lean, silty, and fat clays with varying amounts of sand and gravel throughout. In-place

moisture contents within the fill ranged upward from 2.5 to 29.0 percent. SPT N-values

within the fill were on the order of 3 to 19 blows per foot. In general, the existing fill was

non-uniform in composition, consistency, and moisture content. The existing fill

extended to depths of about four to 23.5 feet below existing ground surface.

Lean to Fat Clay (Weathered Loess) - beneath the existing fill and topsoil at some

locations, brown and gray-brown lean and lean to fat clay was discovered. In-place

moisture contents for recovered samples were 21.0 to 26.5 percent. SPT N-values in the

4

lean to fat clay were about four or 5 blows per foot. At many locations, the lean to fat

clay (weathered) loess gradually transition to silty clay and silty clay to clayey silt (loess).

Silty Clay to Clayey Silt (Loess) - beneath the weathered loess, light brown with light gray

and light gray with light brown silty clay to clayey silt was encountered. In-place moisture

contents and soil dry unit weights for recovered samples were 21.0 to 27.3 percent and

96 to 107 pounds per square foot, respectively. SPT N-values in the silty clay to clayey

silt were on the order of 3 to 6 blows per foot. Where present in the borings, the silty

clay to clayey silt (loess) was often underlain by clayey silt to silt (parent loess).

Clayey Silt to Silt (Parent Loess) - in borings B-6 and B-7, silty clay to clayey silt and silt

(parent loess) were discovered near depths of 13.5 and fourteen feet below ground

surface. SPT N-values observed in the parent loess were on the order of five or 6 blows

per foot. In-place moisture contents were 24.2 and 24.8 percent. By depths of about 18.5

feet in borings B-6 and B-7, soils transitioned to lean to fat clay with sand (highly

weathered glacial till).

Lean to Fat Clay with Sand (Highly Weathered Glacial Till) - beneath the existing fill and

wind-deposited loess at many locations, brown-gray to olive-brown lean to fat clay with

sand was encountered. SPT N-values observed within the highly weathered glacial till

ranged upward from 10 to 20 blows per foot. In-place moisture contents varied from 15.7

to 23.3 percent and moisture generally decreased with increasing sand content. Soil dry

unit weights as determined by oven drying were on the order of 103 to 120 pounds per

cubic foot. Unconfined compressive strengths within the highly weathered glacial till

ranged from 1.41 to 3.67 tons per square foot.

Lean to Fat Clay with Sand (Weathered Glacial Till) - beneath the highly weathered glacial

till horizon at some boring locations, light brown and olive-brown sandy lean to fat clay

and lean clay with sand were encountered. SPT N-values within the weathered glacial till

ranged from 7 to 23 blows per foot. In-place moisture contents as determined by oven

drying were 14.1 and 20.6 percent. Unconfined compressive strengths within the

weathered glacial till varied from 0.74 tons per square foot within the sandy lean to fat

clay, to 3.26 tons per square foot within the lean clay with sand horizon.

All borings reached their preselected termination depths. It should also be noted that

although no demolition debris was discovered in the borings, a structure previously

occupied the site and intersects the northwest corner of the proposed building. Please

refer to the Appendix B boring logs for more targeted information.

5

3.2.2 SUPPLEMENTAL GEOTECHNICAL EXPLORATION

With respect to borings advanced for this specific study, a summary of the generalized

subsurface conditions for the respective soil layers is presented in Table B. Please refer

to the individual boring logs for more detailed information.

Table B. Summary of Site Stratigraphy

Layer Description

Depth to Bottom of Layer (feet

bgs)

SPT N-Value (blows per

foot)

Unconfined Compressive Strength (tsf)

Moisture Content (percent)

Dry Density

(pcf)

HMA Surface over Aggregate Base

0.8 N/A N/A N/A N/A

FILL 9.0 11 to 13 N/A 15.7 to 19.5 N/A

Silty to Lean Clay with Roots (Original Ground)

11.5 5 0.34 35.6 86

Silty Clay to Clayey Silt (Loess)

18.5 5 to 6 0.85 to 0.87 28.1 to 28.4 95

Sandy Lean to Fat Clay (Highly Weathered Glacial Till)

28.5 6 to 8 0.66 to 1.64 21.3 to 24.3 100 to 107

Lean to Fat Clay with Sand (Weathered Glacial Till)

53.5 19 to 29 2.12 to 3.19 16.6 to 17.5 113 to 116

Lean to Fat Clay with Sand (Unoxidized Glacial Till)

59.0 40 3.13 22.4 105

Fine to Medium-Grained Sand (Glacial Deposit)

68.5 20 to 21 N/A 15.8 N/A

Sandy Silty Clay (Glacial Deposit)

73.5 86 N/A 10.7 N/A

Sandy Silt (Glacial Deposit)

78.5 85 N/A 21.0 N/A

Fine to Medium-Grained Sand (Glacial Deposit)

93.5 45 to 91 N/A 18.5 to 21.2 N/A

6

Table B (continued…). Summary of Site Stratigraphy

Layer Description

Depth to Bottom of Layer (feet

bgs)

SPT N-Value (blows per

foot)

Unconfined Compressive Strength (tsf)

Moisture Content (percent)

Dry Density

(pcf)

Sandy Silt (Glacial Deposit)

100+ 53 to 57 N/A 20.9 to 24.5 N/A

The Table B subsurface descriptions are summarized to highlight the major subsurface

stratification features and material characteristics within the project borings.

3.3 COMMENTS ON SOIL STRATIGRAPHY

The above subsurface descriptions are summarized to highlight the major subsurface

stratification features and material characteristics. The boring logs included in Appendix

B should be reviewed for specific information at respective boring locations and at depths

within the borings. These records include soil descriptions, stratifications, penetration

resistances and depths of the respective samples and laboratory test data.

The stratifications shown on the boring logs represent the conditions only at the actual

boring locations. Variations often occur and should be expected in between boring

locations. The stratifications represent the approximate boundary between subsurface

materials and the actual transition may be more abrupt or gradual. Water level information

obtained during field operations is also provided on these boring logs and is discussed in

the following section.

3.4 WATER LEVEL OBSERVATIONS

The soil test borings were monitored for water upon completion of drilling and backfilled

shortly after the monitoring period. Resulting depths to groundwater accumulations at

the time of exploration are provided by to the Appendix B boring logs.

The presence of groundwater may depend on the season, year, and surface drainage

patterns. It could vary for reasons not evident at the time of drilling. In our experience,

groundwater often resides around the wind-deposited loess depths in the respective

borings and can also reside in loose fill. At times, especially during high precipitation

events, water levels may become perched above the wind-deposited loess for a time as

7

expedient paths of drainage are not readily available. Similarly, water can become trapped

within low density pockets and zones of loose existing fill.

If more accurate determination of groundwater levels is desired, we recommend that

piezometers be installed so that long-term ground water observations may be obtained.

Water can collect in trench backfill new construction grading fill depending on the backfill

classification and compaction. The effects of water should be carefully considered.

4.0 ANALYSIS AND RECOMMENDATIONS

The subsurface conditions are analyzed in conjunction with the available project

information and the geotechnical recommendations depend on the amount of project

information provided. You are invited to discuss the project with us. This will enable us

to apply available knowledge of soils conditions to actual design problems, convey

impressions and offer suggestions.

4.1 PROJECT INFORMATION

It is our understanding that construction of a new Fire Station with connected parking

bay is planned. The proposed two-story structure will be supported by steel framing with

concrete masonry units comprising the outer shell of the building enclosure. Either

precast or cast-in-place concrete floors are anticipated at the second story. At the time

of this report, expected structural loads for the planned improvements have been

provided. They are:

▪ Maximum floor, wall, and isolated footing loads of 100 pounds per square foot, 6

kips per lineal foot, and 65 kips, respectively.

▪ Maximum grading fill of one foot or less to achieve desired lines and levels.

If any of our assumptions are not in alignment with the final design or construction

documents, please contact us as our recommendations may be affected.

4.2 GEOTECHNICAL CONSIDERATIONS

Past project experience in the area has revealed that post-depositional modification by

erosional processes (i.e., slopewash generally toward the west) is commonly discovered.

8

Despite current manmade lines and levels, many sites near this location have been

intersected by rather abrupt changes in natural topography. This appears to be supported

by the Appendix D - Existing Fill Depths plot.

The project borings discovered existing fill that will extend below exterior sidewalks,

exterior pavements, finished floor slabs, and beneath foundations. Based on a review of

historic imagery, it appears that a building previously occupied the site and was

positioned nearest the northwest corner of the proposed building. With respect to

existing fill discovered in the borings, without uniform compaction strength-loss and non-

uniform subsidence could be expected and may adversely affect the buildings and other

site improvements over time. It is important that all the existing fill was compacted in

controlled lifts at the time of placement.

We do not possess the original grading plan or construction materials test reports

showing the results of compaction tests before and during previous site improvements.

Therefore, it is necessary to base our evaluation on limited data from the current

geotechnical study which seem to indicate that an uncontrolled level of compaction was

provided, and that material quality control was not maintained throughout placement of

all the fill. This is evident around conventional frost footing depths and is further illustrated

by the following table.

Table C. SPT N-value Comparison

Depth Below Ground

Surface (feet)

SPT N-Value (blows per foot) @ Respective Boring No. Pav't

Borings Bldg.

Borings

1 2 3 4 5 6 7 8 9 10 11 Avg. N-value

Avg. N-value

1.0 - 2.0 6 6 11 10 11 8 9 12 7 11 14 8.8 10.2

2.0 - 3.0 6 11 11 15 10 9 7 7 9 16 15 10.6 10.5

3.5 - 5.0 8 14 12 15 12 17 5 12 8 9 9 12.2 10.0

6.5 - 8.0 4 7 7 4 11 9 6 5 5 6 6.6 6.2

8.5 - 10.0 3 5 4 4 8 5 11 4.8 8.0

11.5 - 13.0 11 3 7.0

13.5 - 15.0 11 4 7.5

18.5 - 20.0 12 12.0

In our opinion the existing fill, most notably in the vicinity of borings B-8 to B-11, is not

suitable for direct support of shallow foundation elements. Rather, alternative foundation

support with intermediate foundation elements is recommended. Deep foundation

support could be examined, however, additional borings to greater depths would be

9

necessary. Recommendations concerning site preparation and grading, foundations,

walls below grade, seismic site class, and both interior and exterior floor slabs and

pavements are addressed in the following sections.

All backfill for excavations made should meet the recommendations of Section 4.4

(Controlled Fill). Site preparation should be in general conformance with Section 4.3 of

this report.

4.3 SITE PREPARATION AND DRAINAGE

Following successful removal or surface materials (i.e., topsoil and pavements), a proof

roll test should be performed on the exposed subgrade using suitable equipment such

as a fully loaded tandem-axle dump truck. We recommend the Geotechnical Engineer, or

their representative, observe the subgrade behavior under the applied wheel loads. Any

areas showing excessive deflection or yielding under the proof roll loads should be

removed and replaced or reprocessed as directed.

All grading fill compaction, moisture content, and lift thicknesses should be monitored

and verified by a geotechnical representative throughout execution of construction

activities. This includes utility trench and foundation wall backfill both inside and outside

the new building. Any subgrade damage caused by construction traffic haul patterns or

deterioration due to adverse weather should be repaired to the satisfaction of the

Geotechnical Engineer.

Positive surface water management practices must be established throughout the

duration of construction activities and extended throughout the service life of the planned

improvements. It is imperative that no waters be allowed to accumulate adjacent to or

upon any of the planned improvement areas. This requirement of design must be

satisfied throughout the entirety of construction and should extend throughout the

service life of the planned improvements.

4.4 CONTROLLED FILL

Controlled fill should consist of sand, crushed stone, lean clay, silty clay or clayey silt

having Unified Soil Classifications SM, SW, SP, SC, GM, GW, GC, CL, CL-ML or ML. To

10

inhibit shrinking and swelling, it should have a maximum liquid limit of 45, and its plasticity

index should be 20 or less.

Fill should be free of fat clay and organic soil (Unified Soil Classification CH, OL, OH, MH,

or PT), frozen material, rubble, degradable material, chemical contaminants and stones

that interfere with compaction or compaction testing. In general, at least 70% of the fill

should pass a 3/4-inch sieve, the over-size limit for the ASTM D698 maximum density

test. Fill should be placed on stable, unfrozen surfaces and in nearly horizontal lifts that

have thicknesses that are compatible with the compaction equipment used, but generally

not over eight inches.

All fill should be compacted to at least 95% of its maximum dry density determined by

ASTM D698, Test Method for Laboratory Compaction Characteristics of Soil Using

Standard Effort (12,400 ft-lbf/cu.ft.). Compaction usually requires adjustment of fill

moisture contents to within two or three percentage points of the ASTM D698 optimum

moisture.

4.5 INTERMEDIATE FOUNDATIONS

To provide more predictable performance of foundation elements, the incorporation of

intermediate elements for foundation support could be considered. Ground improvement

systems are proprietary and are designed by speciality engineers who also confirm

whether their system is practicable for the expected conditions and able to support the

design loads given the serviceability requirements. Prior to further exploration of this

option, the structural loads and serviceability requirements should be finalized. The

following intermediate foundation contacts are provided in Table D.

11

Table D. Ground Improvement Contacts

Organization Individual Mailing Address

CNC Foundations

(formerly Helitech CCD)

Mr. Doug Deaton P: 618.213.8850 F: 618.397.3066

CNC Foundations P.O. Box 24067 Belleville, Illinois 62223

E: [email protected]

Ground Improvement Engineering

Mr. Stephen Weyda, P.E. P: 262628.1663 F: 262.628.1664

Ground Improvement Engineering 3950 Woodridge Court Colgate, Wisconsin 53017


Michels

Mr. Brian Koch, P.E. P: 262.814.3022 F: 920.583.3429

Michels 16500 West Rogers Drive New Berlin, WI 53151


Hayward Baker

Mr. Jeff Hill, P.E. P: 314.802.2920 F: 314.802.2930

Hayward Baker 1530 South Second Street St. Louis, Missouri 63104


Subsurface Constructors

Mr. Lyle Simonton, P.E. P: 314.421.2460 F: 314.421.2479

Subsurface Constructors 101 Angelica Street St. Louis, Missouri 63147


4.6 WALLS BELOW GRADE

Any walls constructed to retain soil should be designed to accommodate unbalanced

lateral earth pressures. Estimated lateral earth pressures for cohesive and cohesionless

backfill materials are presented in Table E.






12

Table E. Lateral Earth Pressure Design Parameters

Condition Cohesive Soil

(non-expansive clay) Cohesionless Soil

(granular)

Assumed Backfill Characteristics

Approximate Total Density 130 pcf 120 pcf

Approximate Friction Angle 15° to 20° 30° to 35°

Active Pressure Coefficient, Ka 0.5 0.3

At-Rest Pressure Coefficient, Ko 0.7 0.5

Passive Pressure Coefficient, Kp 2.0 3.3

Estimated Lateral Earth Pressure1 (Equivalent Fluid Pressures)

Active - Drained Active - Undrained2

65 pcf 95 pcf

35 pcf 80 pcf

At-Rest - Drained At-Rest - Undrained2

90 pcf 110 pcf

60 pcf 90 pcf

Passive - Drained Passive - Undrained3

260 pcf 135 pcf

400 pcf 190 pcf

Table Notes: (1) Assumes no safety factor, negligible wall friction, vertical wall, level backfill, zero surcharge load

and ignores soil cohesion.

(2) Combined buoyant backfill unit weight and hydrostatic loading (water = 62.4 pcf).

(3) Excludes hydrostatic loading.

The granular backfill should have a minimum width of 2 feet and be wide enough to

accommodate the back-slope limit line of 2:1 (vertical to horizontal) or flatter. The area

between the required minimum zone of granular material and the actual limits of

excavation may be backfilled with either compacted cohesive or compacted granular soils

meeting the requirements of Section 4.4 of this report.

Active earth pressure design assumes that the wall can rotate and deflect at the top. If

the wall is rigidly fixed, higher lateral earth pressures will develop against the wall and at-

rest pressure parameters should be used for design. Increased earth pressures may also

develop from restricted soil drainage, surcharge loads adjacent to the wall and

compaction of the adjacent backfill. Expansive soils should not be placed within 3 feet of

any retaining walls or used as backfill beneath floor slabs.

Walls retaining fine-grained soils, and subjected to seasonally depressed temperatures,

may experience long-term accumulative movement due to soil creep and freeze-thaw

action. It is desirable to use free draining granular backfill behind walls to minimize this

movement. We recommend that clean granular material be placed directly against the

13

back of the retaining walls and convey water to an acceptable drain system. The drain

system may be constructed using perforated pipe encased in clean granular material and

sloped to a suitable outlet.

4.7 SEISMIC SITE CLASSIFICATION

Based on the soil conditions encountered in the project borings and guidance provided

by the International Building Code, Seismic Site Class “D” should be used for seismic

design of the structure. It should be noted that this area is not considered a high-risk

seismic zone and the general area has experienced minimal seismic events.

4.8 GRANULAR REPLACEMENT MATERIAL

At areas where unfavorable subgrade conditions exist or, perhaps, where existing

demolition backfill is encountered, removal of the existing demolition fill or soft soils and

replacement with compacted granular material is recommended. For the completed

borings, soil moisture contents provided on the boring logs may be directly compared to

the typical optimum moisture contents. Another means of comparison can be based

upon laboratory remolded strengths of the recovered samples. These are designated as

Qr on the boring logs and are reported in units of tons per square foot. Depending on in-

place moisture contents present at the time of construction and disturbance by

construction equipment trafficking, remolded strengths could be a half or third of the

undisturbed strengths.

For cohesive soils, remolded strength values should be near 9000 pounds per square

foot at standard Proctor (ASTM D698) optimum moisture content. As strength declines,

final subgrades begin to pump under construction loads until permanent rutting occurs.

Then, further construction efforts to compact fill on the unstable underlying soils may be

unsuccessful and compaction to 95 percent of standard Proctor cannot be obtained

without disking and drying to greater depths. Figure 1 provides a useful reference

regarding granular stabilizing thickness requirements for subgrade strengths on grade.

14

Figure 1. Minimum Remedial Thickness for Stabilizing Subgrade

During favorable weather, drying by scarification and aeration can be attempted, but the

dried surface layer will still deflect where underlying soils are not sufficiently dry. Then,

granular stabilizing materials may be necessary. For example, under conventional tandem

dump truck wheel loads (18 kip) and with remolded soil strength on the order of 2000

psf, a sixteen-inch thickness of compacted crushed stone (or Controlled FILL) would be

necessary to provide a stable working surface for construction.

Any granular stabilizing material should be established on a geosynthetic (Mirafi 500x or

engineer approved equal) to provide both tensile reinforcement and separation from the

underlying subgrade soils. Suitable cohesive soil compacted to a minimum of 95 percent

of maximum dry density as determined by ASTM D698 would provide a design CBR

value of 3 or a modulus of subgrade reaction value of 100 pounds per cubic inch.

Protection from surface water and frost action is needed to preserve the CBR. This

includes regular preventative maintenance and crack sealing of the completed pavement

system.

4.9 INTERIOR SLABS

We recommend a six-inch minimum thickness of crushed stone be provided beneath all

interior floor slabs. With respect to the garage area, we recommend a twelve-inch

minimum thickness of crushed stone be provided. The crushed stone should be moisture

15

conditioned and compacted to a minimum of 98 percent of maximum dry density as

determined by ASTM D698. This measure would provide a design CBR value of 4 or a

modulus of subgrade reaction value of 125 pounds per cubic inch. Protection from

surface water and frost action is needed to preserve the CBR. This includes regular

preventative maintenance of the completed floor systems.

A vapor barrier should be considered beneath moisture-sensitive floor areas. If any

below-grade floors or pits are planned, subsurface drainage is recommended.

4.10 PAVEMENTS

Either flexible or rigid pavement systems may be considered. Given the presence of non-

uniform existing fill, the Owner and pavement designer should align expectations

regarding future performance of the selected pavement system. The following table

provides recommended pavement thicknesses for lightly loaded, moderately loaded and

heavily loaded pavement areas.

Table F. Recommended Pavement Sections

Traffic Volume Rigid Pavement (PCC) 1 Flexible Pavement (HMA) 2

Lightly Loaded 6 5-inches 3 3-inches 4

Moderately Loaded 6 7-inches 4 4-inches 4

Heavily Loaded 7 9-inches 5 5-inches 5

Table Notes:

(1) Required flexural strength of 550 psi or compressive strength of 4000 psi at 14 days.

(2) Total hot mix asphalt thickness (binder and surface course).

(3) Minimum crushed stone subbase thickness 6-inch (compacted to minimum 98% ASTM

D698).

(4) Minimum crushed stone subbase thickness 9-inches (compacted to minimum 98%

ASTM D698).

(5) Minimum crushed stone subbase thickness 12-inches (compacted to minimum 98%

ASTM D698).

(6) 1 to 2 trucks average daily traffic.

(7) Less than or equal to 25 trucks per day (i.e., entrances, dumpster pads, delivery areas).

(8) All pavement section granular subbase material should be established on a minimum 12-

inch subgrade prepared in accordance with Section 4.4 of this report and compacted to

98% of ASTM D698 (standard Proctor).

16

The above pavement systems will require periodic maintenance consisting of crack

sealing and replacement of isolated areas of distress. An increased thickness of

pavement section may reduce pavement maintenance and may increase the overall

pavement service life. Other considerations that impact service life of the pavement

include surface and subsurface drainage, quality of pavement materials, workmanship

throughout construction, incorporation of appropriate curing methods and duration, and

protection of the prepared subgrade from adverse weather.

5.0 CLOSING REMARKS

5.1 EXCAVATIONS

Excavations may stand with 3- or 4-foot-tall vertical banks for short periods of time but

they should not be considered stable. Banks of deeper excavations are not as reliable

and may slump or flow especially where fill, sand, or groundwater are encountered.

Excavations should be sloped, stepped, braced, or shored to provide protection of

workers and portions of below grade structures under construction. As a minimum,

trenching and excavating should conform to local, state, and federal requirements

including OSHA 29 CFR Part 1926.

5.2 CONSTRUCTION INSPECTION

Due to the possibility of variation in subsurface conditions at locations not observed by

the current geotechnical study, it is recommended that the Geotechnical Engineer

observe all subgrades and excavations to verify suitability of the bearing materials. The

Geotechnical Engineer should confirm that the bearing surfaces are clean, well prepared,

and contain no soft, wet, or otherwise deleterious materials.

In the interest of completeness and to provide a comprehensive contact list to elevate

report questions and to schedule future construction materials testing services,

applicable IMEG contact information is provided by Table G.

17

Table G. IMEG Contact Information

IMEG Contact Organizational Role Phone Email

Ruth Arnold Proposals & Billing 309.605.0145 [email protected]

Melissa Nye Field Testing Services 309.230.3674 [email protected]

Matt Dotson, P.E. Engineering Questions 563.271.3575 [email protected]

5.3 STUDY LIMITATIONS

The purpose of this study was to provide limited subsurface information for the site. The

borings should assist in prediction of conditions present when executing construction

activities. The borings may not reflect all variations that occur across the site and careful

construction observations will be necessary to identify conditions requiring adjustments

in grading, further excavation, or design. It should also be noted that although no

demolition debris was discovered in the borings, a structure previously occupied the site

and intersects the northwest corner of the proposed building. Remedial funds should be

available to accommodate changes encountered during construction.

This report has been prepared for the exclusive use of our client for specific application

to the project discussed and has been prepared in accordance with generally accepted

geotechnical engineering practices. No other warranty is expressed or implied.

In the event that any changes in the nature, design or location of the project as outlined

in this report are planned, the conclusions and recommendations contained in this report

shall not be considered valid unless the changes are reviewed, and the conclusions of

this report modified in writing by the Geotechnical Engineer.

The borings and report do not assess site environmental conditions or determine

presence of pollutants in the soil, rock, and groundwater. Such work is beyond the scope

of this study.




18

*****

The following figures and appendices are attached and complete this report.

APPENDIX DESCRIPTION

A Boring Location Diagram B Logs for Borings C Soil Description Charts D Existing Fill Depths E Historic Aerial Maps

Appendix A Boring Location Map


April 4, 2022 (REV 1) Lab No. 21005985.01

RE

VIS

ION

S

DA

TE

DE

SC

RIP

TIO

N

No .

26

01

5TH S

TR

EE

T

RO

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IS

LA

ND

, IL

LIN

OIS

6120

1

DA

VE

NP

OR

T F

IRE

STA

TIO

N #

3

4210 N

OR

TH

BR

AD

Y S

TR

EE

T

DA

VE

NP

OR

T, IO

WA

PR

OJE

CT L

OC

ATIO

N M

AP

IMEG Project No.

21005985.01

Drawn By: MAD

Checked By: MAD

Date: 2022.04.01

A-1 Sheet 1 of 2

N

Project Location

RE

VIS

ION

S

DA

TE

DE

SC

RIP

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N

No .

26

01

5TH S

TR

EE

T

RO

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IS

LA

ND

, IL

LIN

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6120

1

DA

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NP

OR

T F

IRE

STA

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N #

3

4210 N

OR

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BR

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NP

OR

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WA

BO

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G L

OC

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N P

LA

N

IMEG Project No.

21005985.01

Drawn By: MAD

Checked By: MAD

Date: 2022.04.01

A-2 Sheet 2 of 2

N

B-3

B-10

B-4

B-1

B-2

B-5

B-11

B-7

B-6 B-8

B-9

B-12

Appendix B

Logs for Borings


April 4, 2022 (REV 1) Lab No. 21005985.01

1

DRILLER

DRILL RIG

BORING NO. / LOCATION

DATE 693.8 FT.

REFUSAL DEPTH FT. ELEV. FT. SEEPAGE:

SAMPLED 10.0 FT. 3.0 M

TOP OF ROCK DEPTH FT. ELEV. FT. COMPLETION:

BEGAN CORING DEPTH FT. ELEV. FT.

FOOTAGE CORED (LF) FT.

BOTTOM OF HOLE DEPTH FT. ELEV. FT.

BORING ADVANCED BY: X.

SAMPLE

FT. ELEV. TYPE N-Value Qp %M DD UCS Qr

4" HMA SURFACE OVER 7" AGGREGATE BASE:

0.50

0.75 0.9

1.00 12.9 4.00 FILL:

Orange-Brown and Brown Sandy Silty Clay

Damp to Moist

1.75

2.00

2.25

Brown and Gray-Brown Lean and Fat Clay

With Gravel by 2.5 feet

3.00 Damp

3.25

3.50

4.25 Gray-Brown and Brown Lean Clay trace Gravel

4.50 Damp

4.75

5.5

5.75

6.0

6.5

6.75

7.0

7.75

8.0

8.25

Light Brown and Brown Silty Clay

9.25 Moist

9.5

9.7510.0

12.6

13.2

11.4

14.9

12.0

1.00

0.50

1.47

6.25 687.55

3.75 690.05

5.00 688.80

3.5 5.0 4

SS2 - 2 - 2

N = 4

1.25 1.801.30

7.50 686.30

8.75 685.05

10.0 683.8END OF BORING

REMARKS:

8.5 10.0 6 0.65 20.7

1.20 16.46.5 8.0 5

2.95

3.00

1.0 2.0 2 SS4 - 2

N = 6

FT. FT. RUN NO.

RESULTSDEPTH FROM TO OR RESULTS

0.5 1.0 1 SS Grab

1.25 692.55

HOLLOW STEM AUGER SOLID STEM AUGER

STRATUM SAMPLE DEPTH SAMPLE FIELD LABORATORY

STRATUM DESCRIPTION

3

3.70

1.20 2.70

691.302.50 2.0 3.0

Davenport, Iowa IMEG-PEORIA

IMEG Project Number: 21005985.01 DEIDRICH D50 TRACK MOUNTED

B-1 DRY ON COMPLETION YES

2021.10.01 SURFACE ELEV.

Davenport Fire Station #3 LOG OF BORING B-1410 North Brady Street SHEET 1 OF

WATER LEVEL DATA (IF APPLICABLE)

NONE

NONE

SS1 - 2 - 1

N = 3

0.95

1.30

1.70

SS3 - 3

N = 6

SS3 - 4 - 4

N = 8

1

DRILLER

DRILL RIG


DATE 697.1 FT.








SAMPLE



0.50 0.7

0.75 14.5 5.00 FILL:

1.00 Gray-Brown Silty and Lean Clay With Fine Root Hairs

Damp to Moist

1.75 Brown Lean and Silty Clay trace Gravel

2.00

2.25 Gray-Brown and Brown

Damp to Moist

3.00

3.25

3.50

4.25 Light Brown with Increasing Gravel Content

4.50 Damp

4.75

5.5

5.75

6.0

6.5

6.75

7.0

Gray-Brown

Damp

7.75

8.0

8.25

9.25 Light Brown With Light Gray Silty Clay

9.5 Damp to Moist

9.7510.0


REMARKS:

0.60 14.5 0.75

7.50 689.55

8.75 688.30

8.5 10.0 6 SS1 - 2 - 3

N = 5

4 - 3 - 4

N = 71.10 12.3 1.28

6.25 690.80

6.5 8.0 5 SS

4 - 5 - 9

N = 142.10 11.8 4.40

3.75 693.30

3.5 5.0 4 SS

5.00 692.05

2.45

694.55

1.85 14.2 3.00

2.0 3.0 3 SS5 - 6

N = 11

1.45 16.0

2.15

1.50 14.6 2.50

1.25 695.80

1.0 2.0 2 SS3 - 4

N = 6

1.00 16.2

STRATUM DESCRIPTION

FT. FT. RUN NO.

0.5 1.0 1 SS Grab

OR RESULTS RESULTS




2.50

2021.10.01 SURFACE ELEV. WATER LEVEL DATA (IF APPLICABLE)

NONE

NONE




DEPTH FROM TO

1

DRILLER

DRILL RIG


DATE 698.5 FT.








SAMPLE


FILL:

0.50 Dark Brown To Brown Silty and Lean Clay With Roots

0.75 Dry

1.00

Gray-Brown Lean and Silty Clay

Dry

1.75 Brown and Red-Brown

2.00 Dry

2.25

Light Brown With Gray Silty Clay and Clayey Silt

Damp

3.00

3.25

3.50

4.25 Light Brown Lean Clay With Sand, Damp

4.50 Damp

4.75

5.5

5.75

6.0

6.5

6.75

7.0

With Crushed Stone

7.75

8.0

8.25

9.25 Dark Gray Lean To Fat Clay With Sand

9.5 Damp

9.7510.0

0.0 1.0 1 SS4 - 5

N = 9

6.9

3.50

3.85

REMARKS:

1.40 11.9 1.29

5.6

7.50 691.04

8.75 689.79

8.5 10.0 6 SS2 - 2 - 2

N = 4

3 - 3 - 4

N = 72.50 9.8 3.40


6.25 692.29

6.5 8.0 5 SS

4 - 5 - 7

N = 122.10 11.4

3.75 694.79

3.5 5.0 4 SS

5.00 693.54

696.04

1.40 10.6 4.00

2.0 3.0 3 SS5 - 6

N = 11

1.85 7.6

1.50 8.2 3.50

1.25 697.29

1.0 2.0 2 SS7 - 4

N = 11

2.00 7.8

FIELD LABORATORY


STRATUM DESCRIPTION

FT. FT. RUN NO.

DEPTH FROM TO OR RESULTS RESULTS


2.50


NONE

NONE





STRATUM SAMPLE DEPTH SAMPLE

1

DRILLER

DRILL RIG


DATE 699.9 FT.








SAMPLE


8" AGGREGATE SURFACE:

0.50 0.7

0.75 6.0 FILL:

1.00 Brown Silty Clay Trace Gravel

Dry

Olive-Brown and Gray-Brown

1.75 Damp to Moist

2.00 Light Brown

2.25 Damp to Moist

Gray-Brown and Brown Silty and Lean Clay trace

Gravel

3.00 Damp to Moist

3.25

3.50

Dark Brown To Dark Gray

4.25 Moist

4.50 4.5

4.75 SILTY TO LEAN CLAY WITH ROOTS (ORIGINAL

GROUND):

Very Dark Brown

5.5 Very Moist

5.75 Stiff

6.0

6.5 6.5

6.75 LEAN CLAY (WEATHERED LOESS):

7.0 Brown to Gray-Brown

Moist

Medium Stiff

7.75

8.0

8.25 8.5

SILTY CLAY (LOESS):

Light Brown and Brown

9.25 Moist

9.5 Medium Stiff

9.7510.0


REMARKS:

0.85 21.8 106 1.09

7.50 692.36

8.75 691.11

8.5 10.0 6 SS2 - 2 - 2

N = 4

2 - 2 - 2

N = 41.25 21.0 107 1.43

6.25 693.61

6.5 8.0 5 SS

5 - 9 - 6

N = 151.85 26.4 97

3.75 696.11

3.5 5.0 4 SS

5.00 694.86

3.85

697.36

2.25 16.4 3.40

2.0 3.0 3 SS7 - 8

N = 15

2.50 10.2

2.75

1.70 13.1 3.00

1.25 698.61

1.0 2.0 2 SS5 - 5

N = 10

1.30 13.6

STRATUM DESCRIPTION

FT. FT. RUN NO.

0.5 1.0 1 SS Grab

OR RESULTS RESULTS




2.50


NONE

NONE




DEPTH FROM TO

1

DRILLER

DRILL RIG


DATE 700.2 FT.








SAMPLE



0.50

0.75

1.00

1.2

FILL:

1.75 Brown-Gray Lean and Fat Clay

2.00 Dry to Damp

2.25 Increasing Gravel Content Near 2 feet

Olive-Brown Sandy Silty Clay

3.00 Damp to Moist

3.25

3.50

Gray-Brown and Brown Lean and Silty Clay trace

4.25 Gravel

4.50 Damp to Moist

4.75

5.5

5.75

6.0

6.5

6.75

7.0 Dark Gray Silty Clay with Gravel

Moist

7.75

8.0

8.25

8.5

SILTY CLAY WITH ROOTS (TOPSOIL):

9.25 Very Dark Brown

9.5 Moist to Very Moist

9.75 Stiff10.0


REMARKS:

1.15 25.5 100 1.30

7.50 692.70

8.75 691.45

8.5 10.0 5 SS3 - 4 - 4

N = 8

4 - 5 - 6

N = 112.50 17.5 2.35

6.25 693.95

6.5 8.0 4 SS

4 - 5 - 7

N = 122.85 16.6 2.60

3.75 696.45

3.5 5.0 3 SS

5.00 695.20

3.50

697.70

2.80 15.8 4.00

2.0 3.0 2 SS5 - 5

N = 10

2.00 7.7

2.80

1.70 10.1 3.00

1.25 698.95

1.0 2.0 1 SS5 - 6

N = 11

1.50 8.6

FIELD LABORATORY


STRATUM DESCRIPTION

FT. FT. RUN NO.



2.50


NONE

NONE





STRATUM SAMPLE DEPTH SAMPLE

2

DRILLER

DRILL RIG


DATE 700.7 FT.








SAMPLE


4.5" HMA SURFACE OVER 6" AGGREGATE BASE:

0.9

1.25 17.3 2.40 FILL:

1.10 17.8 3.00 Brown and Gray-Brown Silty To Lean Clay

1.60 18.8 2.25 Damp To Moist

1.35 16.5 2.90 Dark Gray-Brown and Brown Silty Clay trace Gravel

Damp to Moist

2.40 13.6 2.55 3.00 Red-Brown Sandy Lean and Silty Clay

Damp to Moist

6.5

LEAN CLAY (WEATHERED LOESS):

1.20 26.5 98 0.85 Dark Brown

Moist

Medium Stiff 8.5

SILTY CLAY TO CLAYEY SILT (LOESS):

1.10 23.6 102 1.10 Light Brown With Light Gray

Moist

Medium Stiff

1.40 22.2 105 1.94

13.5

SILT (PARENT LOESS):

1.20 24.8 101 1.24 Light Gray

Moist

Medium Stiff

18.5

LEAN TO FAT CLAY WITH SAND (HIGHLY

3.00 20.7 107 2.31 WEATHERED GLACIAL TILL): Brown-Gray To

Olive-Blown, Moist, Stiff

3 - 4 - 6

N = 10

CONTINUED…

2 - 3 - 4

N = 7

13.5 15.0 7 SS

18.5 20.0 8 SS

8.0 4

REMARKS:

11.5 13.0 6 SS12.5 688.2

1 - 2 - 3

N = 5

15.0

20.0 680.7

685.7

17.5 683.2

693.2

8.5 10.0 5

RUN NO.

5.0 695.7

7.5

10.0 690.7

6.5

SS

SS

4 - 4

N = 8

4 - 5

N = 9

1.0 2.0

2.0 3.0

SS2 - 2 - 2

N = 4

SS1 - 2 - 2

N = 4

1

2

YES

SOLID STEM AUGER

STRATUM SAMPLE DEPTH SAMPLE FIELD

21.0 FEET

NONE

LABORATORY

3.5 5.0 3 SS5 - 7 - 10

N = 17

STRATUM DESCRIPTION

2.5 698.2

FT. FT.

TO OR RESULTS RESULTS

HOLLOW STEM AUGER


DEPTH FROM

Davenport Fire Station #3

B-6 DRY ON COMPLETION

LOG OF BORING B-6410 North Brady Street SHEET 1 OF


IMEG Project Number: 21005985.01 DIEDRICH-D50 TRACK MOUNTED

2

DRILLER

DRILL RIG


DATE 700.7 FT.








SAMPLE



WEATHERED GLACIAL TILL): Brown-Gray To

Olive-Brown

Moist

Stiff

23.5

LEAN CLAY WITH SAND (WEATHERED

1.40 18.0 112 1.63 GLACIAL TILL):

Light Brown With Light Gray

Moist,

Stiff

2.95 14.1 121 2.94 Becoming Very Stiff by 28.5 feet

30.0

35.0 665.7

40.0 660.7

REMARKS:

SS5 - 10 - 11

N = 21

37.5 663.2

END OF BORING

The stratification lines represent the approximate boundary between soil types; however, the actual

transition may be more abrupt or gradual.

NOTE: Borings were backfilled with the available auger

cuttings at completion.

32.5 668.2Qp = spring-calibrated pocket penetrometer reading (tons per square foot)

%M = oven-dried soil moisture content (percent)

30.0 670.7

DD = oven-dried sample dry unit weight (pounds per cubic foot)

UCS = sample laboratory unconfined compressive strength (tons per square foot)

Qr = sample laboratory remolded strength (tons per square foot)

27.5 673.2

28.5 30.0 12

22.5 678.2

23.5 25.0 10 SS4 - 6 - 8

N = 14

25.0 675.7

STRATUM DESCRIPTION

FT. FT. RUN NO.








21.0 FEET

NONE


2

DRILLER

DRILL RIG


DATE 698.5 FT.








SAMPLE



0.7

1.20 16.3 2.30 FILL:

1.65 17.4 2.00 Gray-Brown Lean and Silty Clays

0.75 20.5 1.85 Damp to Moist

1.50 18.1 2.50 Olive-Brown to Green-Brown Lean Clay trace Gravel

Damp to Moist

0.85 17.3 0.85 Brown-Gray Lean and Fat Clay trace Gravel

Moist

1.35 37.4 84 1.30 Very Dark Gray to Dark Brown Silty Clay

8.5

SILTY CLAY WITH ORGANICS (TOPSOIL):

0.50 27.3 96 0.40 Very Dark Brown, Moist, Medium Stiff 9.5

SILTY CLAY (LOESS):

Light Brown with Light Gray

Very Moist

Medium Stiff to Soft

1.20 26.4 98 1.10 Becoming Very Moist by 11.5 feet

14.0

1.50 24.2 102 1.43 CLAYEY SILT TO SILT (PARENT LOESS):

Light Brown with Light Gray

Very Moist

Medium Stiff

18.5


1.80 23.3 103 1.94 WEATHERED GLACIAL TILL): Brown-Gray

Very Moist, Stiff

4 - 5 - 6

N = 11

20.0 678.5CONTINUED…

REMARKS:

17.5 681.0

18.5 20.0 8 SS

13.5 15.0 7 SS2 - 3 - 3

N = 6

15.0 683.5

11.5 13.0 6 SS2 - 3 - 3

N = 612.5 686.0

8.5 10.0 5 SS1 - 1 - 2

N = 3

10.0 688.5

5.0 693.5

6.5 8.0 4 SS7 - 5 - 4

N = 97.5 691.0

3.5 5.0 3 SS2 - 2 - 3

N = 5

2.5 696.0 2.0 3.0 2 SS3 - 4

N = 7

STRATUM DESCRIPTION

FT. FT. RUN NO.

1.0 2.0 1 SS4 - 5

N = 9




16.5 FEET

NONE






2

DRILLER

DRILL RIG


DATE 698.5 FT.








SAMPLE



WEATHERED GLACIAL TILL): Brown-Gray

Very Moist

Stiff

23.5

SANDY LEAN TO FAT CLAY (WEATHERED

1.10 20.6 108 0.74 GLACIAL DRIFT):

Light Brown

Very Moist

Medium Stiff

28.5

LEAN CLAY WITH SAND TRACE PEBBLES

3.25 14.8 120 3.26 (WEATHERED GLACIAL TILL): Olive-Brown

Very Moist, Very Stiff 30.0

35.0 663.5

40.0 658.5

REMARKS:

SS5 - 8 - 12

N = 20

37.5 661.0

END OF BORING







30.0 668.5




27.5 671.0

28.5 30.0 12

22.5 676.0

23.5 25.0 10 SS3 - 3 - 4

N = 7

25.0 673.5

STRATUM DESCRIPTION

FT. FT. RUN NO.








16.5 FEET

NONE


2

DRILLER

DRILL RIG


DATE 697.2 FT.





FOOTAGE CORED (LF) FT. AT 1 DAY:



SAMPLE



1.0

14.1 2.85 FILL:

18.4 3.50 Gray Crushed Stone, Dry

1.30 17.3 2.25 Brown Silty Clay With Gravel, Damp

1.70 19.0 3.00 Very Dark Brown and Gray-Brown Lean Clay

Damp with Very Moist Lumps

1.00 21.5 Gray To Olive-Brown Lean Clay

Damp to Moist

1.60 16.5 Brown To Gray-Brown Silty Clay

Damp to Moist

1.00 15.8 Very Dark Brown Silty To Lean Clay

Damp to Moist

11.5


0.65 23.1 103 Light Brown With Light Gray

Very Moist

Medium Stiff

0.90 27.9 96 0.99

18.5


1.50 20.8 108 1.41 WEATHERED GLACIAL TILL): Light Brown

Very Moist, Stiff

1.0 2.0 1 SS Grab

4 - 5 - 6

N = 11


REMARKS:

17.5 679.7

18.5 20.0 8 SS

13.5 15.0 7 SS2 - 2 - 2

N = 4

15.0 682.2

11.5 13.0 6 SS2 - 2 - 3

N = 512.5 684.7

8.5 10.0 5 SS2 - 3 - 3

N = 6

10.0 687.2

5.0 692.2

6.5 8.0 4 SS4 - 5- 7

N = 127.5 689.7

3.5 5.0 3 SS2 - 3 - 4

N = 7

2.5 694.7 2.0 3.0 2 SS5 - 7

N = 12

STRATUM DESCRIPTION

FT. FT. RUN NO.





6.2 FEET






13.5 FEET

NONE

2

DRILLER

DRILL RIG


DATE 697.2 FT.

REFUSAL DEPTH: FT. ELEV. FT. SEEPAGE:




FOOTAGE CORED (LF) FT. AT 1 DAY:



SAMPLE



WEATHERED GLACIAL TILL):

Light Brown

Very Moist

Stiff

1.95 16.7 116 2.13

28.5


3.00 1.45 121 2.99 (WEATHERED GLACIAL TILL): Light Brown With

Light Gray, Very Moist Very Stiff 30.0

35.0 662.2

40.0 657.2

REMARKS:

SS6 - 10 - 13

N = 23

37.5 659.7

END OF BORING







30.0 667.2




27.5 669.7

28.5 30.0 12

22.5 674.7

23.5 25.0 10 SS5 - 6 - 7

N = 13

25.0 672.2

STRATUM DESCRIPTION

FT. FT. RUN NO.




6.2 FEET





13.5 FEET

NONE


2

DRILLER

DRILL RIG


DATE 698.4 FT.








SAMPLE


4.5" HMA SURFACE OVER 7" AGGREGATE BASE:

1.0

1.30 16.4 2.60 FILL:

1.15 14.8 3.00 Brown and Gray-Brown Silty and Lean Clay trace

1.20 13.1 2.75 Gravel

1.45 12.9 3.50 Dry to Damp

1.25 19.0 1.16 Gray-Brown To Olive Brown

Moist

0.70 20.3 0.61 Dark Gray and Gray-Brown Silty and Lean Clay

Moist

8.5

SILTY CLAY WITH ROOTS (TOPSOIL):

0.75 29.0 Very Dark Brown, Moist 9.5

LEAN CLAY (WEATHERED LOESS):

Brown and Gray-Brown

Moist

Medium Stiff to Stiff 11.5


0.70 24.3 101 0.68 Light Brown With Light Gray

Medium Very Moist

Medium Stiff

0.50 26.8 97 0.77 Becoming Predominantly Gray with Depth

18.5

LEAN TO FAT CLAY WITH SAND TRACE PEBBLES

3.10 18.1 113 2.35 (HIGHLY WEATHERED GLACIAL TILL): Light Brown

With Red-Brown, Moist, Stiff

3 - 5 - 7

N = 12


REMARKS:

17.5 680.9

18.5 20.0 8 SS

13.5 15.0 7 SS1 - 1 - 2

N = 3

15.0 683.4

11.5 13.0 6 SS2 - 2 - 3

N = 512.5 685.9

8.5 10.0 5 SS2 - 2 - 3

N = 5

10.0 688.4

5.0 693.4

6.5 8.0 4 SS1 - 2 - 3

N = 57.5 690.9

3.5 5.0 3 SS2 - 3 - 5

N = 8

2.5 695.9 2.0 3.0 2 SS4 - 5

N = 9

STRATUM DESCRIPTION

FT. FT. RUN NO.

1.0 2.0 1 SS3 - 4

N = 7




12.0 FEET

NONE






2

DRILLER

DRILL RIG


DATE 698.4 FT.








SAMPLE


LEAN TO FAT CLAY WITH SAND TRACE

PEBBLES (HIGHLY WEATHERED GLACIAL TILL):

Light Brown With Red-Brown

Moist

Stiff

23.5


3.75 14.7 122 3.52 (WEATHERED GLACIAL TILL):

Olive-Brown With Gray

Moist

Very Stiff

Brown With Gray Lean Clay With Sand and Trace

Pebbles

3.00 14.6 121 2.83 Moist

Stiff 30.0

35.0 663.4

40.0 658.4

REMARKS:

SS5 - 8 - 10

N = 18

37.5 660.9

END OF BORING







30.0 668.4




27.5 670.9

28.5 30.0 12

22.5 675.9

23.5 25.0 10 SS6 - 8 - 12

N = 20

25.0 673.4

STRATUM DESCRIPTION

FT. FT. RUN NO.








12.0 FEET

NONE


2

DRILLER

DRILL RIG


DATE 698.6 FT.








SAMPLE


8.5 FILL:

7.6 Light Brown Silty Clay with Gravel

7.7 Dry

1.90 8.2 3.00

3.00 8.4 4.00 Light Brown With Light Gray Silty Clay and Clayey Silt

2.40 9.5 3.80 Dry to Damp

1.30 18.9 2.00 Light Brown Lean To Fat Clay With Sand

Moist

0.80 12.4 1.12 Olive-Brown Sandy Silty Clay

Damp

0.65 17.3 0.91 Brown-Gray Lean to Fat Clay

Moist

1.50 19.3 Light Brown Silty Clay with Fine Sand

Moist

1.65 19.8 Gray-Brown and Dark Brown Lean to Fat Clay

Moist

18.5

SILTY TO LEAN CLAY WITH ROOTS (TOPSOIL

20.6 107 OR PALEOSOL): Very Dark Gray 19.5

HIGHLY WEATHERED GLACIAL TILL:

0.0 1.5 1 SS3 - 5 - 6

N = 11

1.5 3.0 2

5 - 7 - 7

N = 14

13.5 15.0 7 SS4 - 5 - 6

N = 11

8.5 10.0 5 SS1 - 2 - 3

N = 5


REMARKS:

17.5 681.1

18.5 20.0 8 SS

15.0 683.6

11.5 13.0 6 SS3 - 4 - 7

N = 1112.5 686.1

10.0 688.6

5.0 693.6

6.5 8.0 4 SS2 - 2 - 3

N = 57.5 691.1

3.5 5.0 3 SS3 - 4 - 5

N = 9

10 - 9 - 7

N = 162.5 696.1SS

STRATUM DESCRIPTION

FT. FT. RUN NO.










NONE

NONE

2

DRILLER

DRILL RIG


DATE 698.6 FT.








SAMPLE



(HIGHLY WEATHERED GLACIAL TILL):

Olive-Brown

Moist

Stiff

1.85 17.6 114 1.47

3.40 15.7 117 3.67

30.0

35.0 663.6

40.0 658.6

REMARKS:

SS5 - 7 - 9

N = 15

37.5 661.1

END OF BORING







30.0 668.6




27.5 671.1

28.5 30.0 12

22.5 676.1

23.5 25.0 10 SS5 - 6 - 7

N = 13

25.0 673.6

STRATUM DESCRIPTION

FT. FT. RUN NO.








NONE

NONE


2

DRILLER

DRILL RIG


DATE 698.3 FT.








SAMPLE


7.1 FILL:

8.4 Brown Lean and Silty Clay With Gravel

2.00 12.4 2.75 Gray With Brown

2.30 14.0 3.25 Damp

1.85 15.1 2.90 Very Dark Gray Silty Clay

2.20 14.9 3.15 Damp

1.20 17.0 Gray Lean Clay and Clayey Silt

Moist

0.90 14.7 Dark Brown and Gray-Brown Silty Clay

Damp to Moist

1.65 12.0 2.10 Light Brown with Light Gray Sandy Silty Clay

Damp to Moist

1.00 17.4 1.51 Olive-Brown Sandy Lean to Fat Clay

Medium Moist

0.70 22.7 Green-Brown Lean Clay with Dark Brown Mottles

Moist with Very Moist Pockets

Dark Gray and Dark Brown-Gray Lean Clay

1.70 18.9 110 Moist4 - 6 - 6

N = 12


REMARKS:

17.5 680.8

18.5 20.0 8 SS

2 - 1 - 2

N = 312.5 685.8

13.5 15.0 7 SS2 - 2 - 2

N = 4

15.0 683.3

11.5 13.0 6 SS

690.8

8.5 10.0 5 SS4 - 5 - 6

N = 11

5.0 693.3

6.5 8.0 4 SS2 - 3 - 3

N = 67.5

10.0 688.3

2.5 695.8

3.5 5.0 3 SS3 - 4 - 5

N = 9

1.5 3.0 2 SS6 - 7 - 8

N = 15

STRATUM DESCRIPTION

FT. FT. RUN NO.

0.0 1.5 1 SS5 - 7 - 7

N = 14




NONE

NONE






2

DRILLER

DRILL RIG


DATE 698.3 FT.

REFUSAL DEPTH: FT. ELEV. FT. SEEPAGE:







SAMPLE


FILL:

Dark Gray and Dark Brown-Gray Lean Clay

Moist

23.5

LEAN CLAY (TOPSOIL OR PALEOSOL):

1.20 30.6 92 1.03 Very Dark Brown with Fine Root Hairs

Very Moist 25.0


(HIGHLY WEATHERED GLACIAL TILL):

Light Brown With Gray

Moist

Stiff

1.65 15.6 118 2.15

30.0

35.0 663.3

40.0 658.3

REMARKS:

SS4 - 5 - 6

N = 11

37.5 660.8

END OF BORING







30.0 668.3




27.5 670.8

28.5 30.0 12

22.5 675.8

23.5 25.0 10 SS4 - 4 - 4

N = 8

25.0 673.3

STRATUM DESCRIPTION

FT. FT. RUN NO.








NONE

NONE


5

DRILLER

DRILL RIG


DATE 697.8 FT.

REFUSAL FT. ELEV. FT. SEEPAGE:

SAMPLED 100.0 FT.

TOP OF ROCK FT. ELEV. FT. COMPLETION:

BEGAN CORING FT. ELEV. FT.

FOOTAGE CORED LF AT 1-DAY:

BOTTOM OF HOLE DEPTH 100.0 FT. ELEV. 597.8 FT.

BORING ADVANCED BY X X.

SAMPLE


4-INCH HMA SURFACE OVER 7-INCH

AGGREGATE BASE: 0.8

FILL:

Brown-Gray and Olive-Brown Silty Clay and Clayey Silt

17.0 *Top 2 or 3 feet Partially Frozen*

19.5 Brown-Gray and Dark Brown Lean and Silty Clay

Moist

15.7 Light Brown-Gray Silty Clay and Clayey Silt

9.0

0.60 35.6 86 0.34 SILTY TO LEAN CLAY WITH ROOTS

(ORIGINAL GROUND):

Very Dark Brown-Gray, Very Moist

Soft and Porous Structure 11.5


1.00 28.4 95 0.87 Light Brown with Light Gray

Very Moist

Medium Stiff

0.70 28.1 95 0.85

18.5

SANDY LEAN TO FAT CLAY (HIGHLY

1.10 24.3 100 1.64 WEATHERED GLACIAL TILL):

Orange-Brown trace Gravel, Very Moist, Medium Stiff



11.0 FEET

NONE

9.6 FEET


IMEG Project Number: 21005985.01 DIEDRICH - D50 TRACK MOUNTED



HOLLOW STEM AUGER 140 LB. AUTO HAMMER


STRATUM DESCRIPTION

FT. FT. RUN NO.

2.5 695.3

3.5 5.0 2 SS4 - 5 - 6

N = 11

1.5 3.0 1 SS4 - 5 - 6

N = 11

690.3

8.5 10.0 4 SS1 - 2 - 3

N = 5

5.0 692.8

6.5 8.0 3 SS4 - 6 - 7

N = 137.5

10.0 687.8

17.5 680.3

18.5 20.0 7 SS

1 - 2 - 4

N = 612.5 685.3

13.5 15.0 6 SS2 - 2 - 3

N = 5

15.0 682.8

11.5 13.0 5 SS

3 - 4 - 4

N = 8


REMARKS:

5

DRILLER

DRILL RIG


DATE 697.8 FT.


SAMPLED 100.0 FT.






SAMPLE


SANDY LEAN TO FAT CLAY (HIGHLY

WEATHERED GLACIAL TILL):

0.90 Orange-Brown trace Gravel

Very Moist

1.10 Medium Stiff

0.80 21.3 107 0.66 Changing to Brown-Gray

*Increased Drilling Resistance Below 27 feet*

28.5

LEAN TO FAT CLAY WITH SAND (WEATHERED

2.40 17.5 113 2.12 GLACIAL TILL):

Brown-Gray to Olive-Brown trace Pebbles

Very Moist

Very Stiff

3.00 16.3 115

2.90 17.0 115 2.55 Gray-Brown and Olive-Brown


9.6 FEET





11.0 FEET

NONE



DEPTH FROM TO OR RESULTS STRATUM DESCRIPTION

FT. FT. RUN NO.

RESULTS

22.5 675.3

23.5 25.0 8 SS2 - 2 - 4

N = 6

30.0 667.8

25.0 672.8

27.5 670.3

28.5 30.0 9 SS7 - 8 - 12

N = 20

32.5 665.3

33.5 35.0 108 - 12 - 17

N = 29

35.0 662.8

37.5 660.3

SS


REMARKS:

38.5 40.0 11 SS6 - 9 - 12

N = 21

5

DRILLER

DRILL RIG


DATE 697.8 FT.


SAMPLED 100.0 FT.






SAMPLE


LEAN TO FAT CLAY WITH SAND (WEATHERED

GLACIAL TILL):

0.90 Gray-Gray to Olive-Brown trace Pebbles

Very Moist

1.10 Very Stiff

2.75 16.6 116 3.19

3.35 16.9 115 2.62

53.5

LEAN TO FAT CLAY WITH SAND (UNOXIDIZED

3.3 22.4 105 3.13 GLACIAL TILL):

Gray-Brown with Gravel

Moist

Very Stiff to Hard

59.0

17.4 FINE TO MEDIUM-GRAINED SAND (GLACIAL

DEPOSIT): Light Brown, Wet, Medium Dense


9.6 FEET





11.0 FEET

NONE




FT. FT. RUN NO.

RESULTS

42.5 655.3

43.5 45.0 12 SS5 - 8 - 11

N = 19

50.0 647.8

45.0 652.8

47.5 650.3

48.5 50.0 13 SS5 - 9 - 12

N = 21

52.5 645.3

53.5 55.0 1410 - 15 - 25

N = 40

55.0 642.8

57.5 640.3

SS


REMARKS:

58.5 60.0 15 SS9 - 9 - 11

N = 20

5

DRILLER

DRILL RIG


DATE 697.8 FT.


SAMPLED 100.0 FT.






SAMPLE


FINE TO MEDIUM-GRAINED SAND (GLACIAL

DEPOSIT):

0.90 Light Brown

Wet

1.10 Medium Dense

15.8 Becoming Gray-Brown by 63.5 feet

68.5

SANDY SILTY CLAY (GLACIAL DEPOSIT):

6.00 10.7 Gray with Limestone Fragments and Pieces

Wet

Hard

73.5

SANDY SILT (GLACIAL DEPOSIT):

21.0 Light Gray

Wet

Very Dense

78.5


21.2 DEPOSIT):

Gray-Brown, Wet, Very Dense


9.6 FEET





11.0 FEET

NONE




FT. FT. RUN NO.

RESULTS

62.5 635.3

63.5 65.0 16 SS8 - 10 - 11

N = 21

70.0 627.8

65.0 632.8

67.5 630.3

68.5 70.0 17 SS20 - 39 - 47

N = 86

72.5 625.3

73.5 75.0 1836 - 40 - 45

N = 85

75.0 622.8

77.5 620.3

SS


REMARKS:

78.5 80.0 19 SS27 - 39 - 52

N = 91

5

DRILLER

DRILL RIG


DATE 697.8 FT.


SAMPLED 100.0 FT.






SAMPLE



DEPOSIT):

0.90 Gray-Brown

Wet

1.10 Very Dense

20.1

18.5 With Light Brown Silty Sand Seams and Levels

93.5

SANDY SILT (GLACIAL DEPOSIT):

20.9 Light Gray with Very Fine Sand

Wet

Very Dense

24.5

100.0


9.6 FEET





11.0 FEET

NONE




FT. FT. RUN NO.

RESULTS

82.5 615.3

83.5 85.0 20 SS17 - 21 - 37

N = 58

90.0 607.8

85.0 612.8

87.5 610.3

88.5 90.0 21 SS18 - 20 - 25

N = 45

92.5 605.3

93.5 95.0 2220 - 24 - 29

N = 53

95.0 602.8

97.5 600.3

SS


REMARKS:

98.5 100.0 23 SS16 - 22 - 35

N = 57

Appendix C

Soil Description Charts


April 4, 2022 (REV 1) Lab No. 21005985.01

C-1

Soils Descriptions Soils descriptions are based on the Unified Soil Classification System and ASTM D2488 (visual-manual procedure) unless otherwise indicated. Coarse-grained soils (sands and larger) have more than 50% of dry weight retained on a #200 sieve. They are described as boulders, cobbles, gravel or sand. Fine-grained soils have less than 50% of their dry weight retained on a #200 sieve. They are described as clays or silts depending on their liquid and plastic limits. There can be some sand content in the clays and can be some silt or clay content in the sands. Adjectives are used to further describe these materials. For example:

Lean clay with sand is a clay of low plasticity, thus lean, having 15% to 29% sand grains mixed into it. Sandy lean clay is a clay of low plasticity having 30% to 50% sand grains mixed into it.

Relative Properties of Sand or Gravel in

Clay Relative Amount of Fines Passing

#200 Sieve in Sand or Gravel Descriptive Term Percent of Dry

Weight Descriptive Term Percent of Dry

Weight Trace Sand* Less than 15 Trace Clay* Less than 5 With Sand* 15 to 30 With Clay 5 to 12

Sandy 30 to 50 Clayey 12 to 50 *or Gravel, Gravelly *or Silt, Silty

Grain-Size Terminology Description of Fine-Grained Soils

Descriptive Term

Diameter (inches)

For Liquid Limits Less Than 50 PI > 7 Lean Clay

Boulders > 12 4 < PI < 7 Silty Clay

Cobbles 3 to 12 PI < 4* Silt Gravel #4 Sieve to 3 For Liquid Limits of 50 and Higher Sand #200 to #4 Sieve Plots on or Above A-

Line Fat Clay

Silt or Clay < #200 Sieve Plots Below A-Line Elastic Silt *or below A-Line

Definitions

Liquid Limit (LL) Moisture content where soil changes from plastic to liquid state as determined by ASTM D4318

Plastic Limit (PL) Moisture content where soil changes from plastic to semi-solid state as determined by ASTM D4318

Plasticity Index (PI) Numerical difference between liquid limit and plastic limit (PI = LL - PL)

C-2

Consistency of Cohesive (Clayey) Soils

Description UCS (psf) Nblows/foot CBR* Appearance

Very Soft 0 to 500 0 to 2 0.0 to 0.4 Extruded through fingers when squeezed

Soft 500 to 1000 2 to 4 0.4 to 0.8 Molded by very light finger pressure

Medium 1000 to 2000 4 to 8 0.8 to 1.6 Molded by light finger pressure

Stiff 2000 to 4000 8 to 15 1.6 to 3.2 Readily indented by thumb

Very Stiff 4000 to 8000 15 to 30 3.2 to 6.4 Readily indented by thumbnail

Hard 8000+ 30+ 6.4+ Hard to indent by thumbnail

*California Bearing Ratio (CBR) = subgrade support value for paving expressed as a percent of value for standard crushed stone

Relative Density of Cohesionless (Sand)

Soils Grain-Size Terminology

Description Nblows/foot

Friction Angle

(degrees)

Descriptive Term

Diameter (inches)

Very Loose 0 to 4 26 to 30 Boulders > 12

Loose 4 to 10 28 to 34 Cobbles 3 to 12

Medium 10 to 30 30 to 40 Gravel #4 Sieve to 3

Dense 30 to 50 33 to 45 Sand #200 to #4 Sieve

Very Dense 50+ 50+ Silt or Clay < #200 Sieve

Note: Lower limits are for fine, clean sand and should be reduced by up to 5 degrees for silty sands. The upper limits are for coarse clean sands.

C-3

Comments on Soil Color Descriptions

Dark Gray, Blue, or Green Constant submergence with a total absence of available oxygen

Gray with Concretions Saturation with water of limited oxygen supply

Red-Brown, Yellow-Brown, and Olive-Brown

Abundant supply of oxygen under good condition of drainage

Red-Brown, Yellow-Brown, and Olive-Brown with Gray Mottles

Abundant supply of oxygen under poor drainage conditions (occasional to frequent saturation)

C-4

UNIFIED SOIL CLASSIFICATION SYSTEM

Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A

Soil Classification

Group Symbol

Group Name B

Coarse-Grained Soils Gravels Clean Gravels Cu ≥ 4 and Cc ≤ 3 E GW

Well-graded gravel F

More than 50% retained on No. 200 sieve

More than 50% of coarse fraction retained on No. 4 sieve

Less than 5% finesC Cu < 4 and/or 1 > Cc > 3 E GP

Poorly graded gravel F

Gravels with Fines Fines classify as ML or MH GM Silty gravel F, G, H

More than 12% finesC Fines classify as CL or MH GC Clayey gravel F, G, H

Sands Clean Sands Cu ≤ 4 and 1 ≤ Cc ≤ 3 E SW Well-graded sand I

50% or more of coarse fraction passes No. 4 sieve

Less than 5% finesD Cu < 6 and/or 1 > Cc > 3 E SP

Poorly graded sand I

Sands with Fines Fines classify as ML or MH SM Silty sand G, H, I

More than 12% finesD Fines classify as CL or CH SC Clayey sand G, H, I

Fine-Grained Soils Silts and Clays inorganic PI > 7 and plots on or above "A" line J CL Lean clay K, L, M

50% or more passes the No. 200 sieve

Liquid limits less than 50 PI < 4 and plots below "A" line J ML Silt K, L, M

organic Liquid limit - oven dried < 0.75 OL

Organic clay K, L, M, N

Liquid limit - not dried Organic silt K, L, M, O

Silts and Clays inorganic PI plots on or above "A" line J CH Fat clay K, L, M

Liquid limit 50 or PI plots below "A" line J MH Elastic silt K, L, M

more organic Liquid limit - oven dried < 0.75 OH

Organic clay K, L, M, P

Liquid limit - not dried Organic silt K, L, M, Q

Highly Organic Soils Primarily organic matter, dark in color, and organic odor PT Peat

C-5

Table Notes:

A Based on the material passing the 3-in. (75 mm) sieve. H If fines are organic, add "with organic fines" to group name. B If field sample contained cobbles or boulders, or both, add "with I If soil contains ≥ 15% gravel, add "with gravel" to group name.

cobbles" or "boulders", or "both" to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded K If soil contains 15 to 29% plus No. 200, add "with sand" or "with

gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly gravel", whichever is predominant.

graded gravel with silt, GP-GC poorly graded gravel with clay. L If soil contains ≥ 30% plus No. 200 predominantly sand, add "sandy" D Sands with 5 to 12 % fines require dual symbols: SW-SM well-graded to group name. sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded M If soil contains ≥ 30% plus No. 200 predominantly gravel, add

sand with silt, SP-SC poorly graded sand with clay. "gravelly" to group name.

E Cu = D60 / D10 CC = (D30)2 N PI ≥ 4 and plots on or above "A" line.

D10 x D60 O PI < 4 or plots below "A" line. F If soil contains ≥ 15% sand, add "with sand" to group name. P PI plots on or above "A" line. G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. Q PI plots below "A" line.

Appendix D Existing Fill Depths


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10’+

18.5’

4.5’

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23.5’

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6.5’ 11.5’

8.5’

Depths of Existing Fill Provided. See Soil Boring Logs for Additional Information.

9.0’

Appendix E Historic Aerial Maps


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1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH:IBC 2015ICC 500 2022ASCE/SEI 7-10ACI 318-14ACI 530-13AISC 360-10AWS D1.1NDS-15 AND SDPWS-15TMS 402/602-16

2. RISK CATEGORY IV3. SEISMIC:

SEISMIC DESIGN CATEGORY CIMPORTANCE FACTOR 1.5SOIL CLASSIFICATION PERGEOTECHNICAL REPORT DSS 0.107 gS1 0.062 gSds 0.178 gSd1 0.145 gSEISMIC FORCE RESISTING SYSTEM INTERMEDIATE REINFORCED MASONRY SHEAR

WALLSR 3.5Cd 2.25ΩO 2.5ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCEBASE SHEAR, STRENGTH LEVEL V = CS x W = 0.0634 x W KIPS, EAST-WEST

AND NORTH-SOUTH4. WIND:

BASIC WIND SPEED 120 MPH (MAIN BUILDING) 250 MPH (HARDENED SHELTER)

IMPORTANCE FACTOR 1.15EXPOSURE CLASS B (MAIN BUILDING)

C (HARDENED SHELTER)MWFRS DESIGN PRESSURE 25 PSFNET ROOF UPLIFT PRESSURE 7 PSF [LC: 0.9DL + 1.0WL]C&C DESIGN PRESSURE BY COMPONENT

5. ICC 500 SHELTER WIND DESIGN LOADS:WIND LOAD CODE ASCE 7 DIRECTIONAL PROCEDUREWIND ZONE AND WIND SPEED 250 MPH (3 SEC GUST)ATMOSPHERIC PRESSURE CHANGE (APC) ± 0.55DESIGN PARTIALLY ENCLOSED BUILDINGINTERNAL PRESSURE COEFFICIENT, GCpiDIRECTIONALLY FACTOR, Kd 1.0IMPORTANCE FACTOR 1.0TOPOGRAPHIC EFFECTS, Kzt 1.0WALL IMPACT LOAD 15 LB MISSILE (NOMINAL 2x4) TRAVELLING

HORIZONTALLY AT 100 MPH ANDIMPACTING THE SURFACE AT 90°

ROOF IMPACT LOAD 15 LB MISSILE (NOMINAL 2x4) TRAVELLINGHORIZONTALLY AT 100 MPH ORVERTICALLY AT 67 MPH AND IMPACTINGTHE SURFACE AT 90°

SHELTER C&C DESIGN PRESSURE SEE 1/S001

6. LIVE LOADS:TYPICAL FLOOR 100 PSF (REDUCIBLE)APPARATUS BAY FLOOR 250 PSF (UNREDUCIBLE)MECHANICAL 125 PSF (UNREDUCIBLE)CORRIDORS, STAIR & PUBLIC AREAS 100 PSF (UNREDUCIBLE)HANDRAILS MAX OF SIMULTANEOUS VERT AND HORIZ

THRUST 50 PLF APPLIED AT THE TOP OF THERAILING OR 200 LBS IN ANY DIRECTION

7. SNOW:GROUND SNOW 20 PSFSNOW EXPOSURE FACTOR 1.2THERMAL FACTOR 1.0IMPORTANCE FACTOR 1.2FLAT-ROOF SNOW 24 PSFDESIGN SNOW 30 PSFRAIN-ON-SNOW SURCHARGE 5 PSFDRIFTING SNOW SEE ON S002

8. ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED STRUCTURE IS PROVIDED BY MASONRY WALLS IN EACH ORTHOGONAL DIRECTION. REFER TO PLANS FOR LOCATIONS. THE CONCRETE ON METAL DECK, METAL DECK AND OR WOOD DECK SERVE AS HORIZONTAL DIAPHRAGMS DISTRIBUTING THE LATERAL WIND AND SEISMIC FORCES TO THE VERTICAL LATERAL ELEMENTS WHICH IN TURN CARRY THE LOAD TO THE BUILDING FOUNDATIONS.

DESIGN CRITERIA AND LOADS

1. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER, NOR THE PRESENCE OF THE ENGINEER OR THEIR EMPLOYEES AND SUBCONSULTANTS AT THE CONSTRUCTION SITE, SHALL RELIEVE THE CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND THEIR PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE JOBSITE SAFETY. THE ENGINEER AND THE ENGINEER’S CONSULTANTS SHALL BE MADE ADDITIONAL INSUREDS UNDER THE CONTRACTOR’S GENERAL LIABILITY INSURANCE POLICY.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOBSITE PRIOR TO CONSTRUCTION, START OF SHOP DRAWINGS, START OF CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.

4. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW WORK.

5. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL SO CONSTRUCT THE WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DESIGN.

6. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO DETERMINE FINAL DIMENSION WITH ARCHITECT.

8. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

9. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OR APPROVAL OF THE ABOVE ITEMS AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES FOR THE ABOVE.

10. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS, CONDITIONS, PITS, TRENCHES, PADS, DEPRESSIONS, ROOF/FLOOR OPENINGS, STAIRS, SLEEVES, ITEMS TO BE EMBEDDED OR ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS.

11. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR DUCTS, PIPE, INSERTS AND OTHER PENETRATIONS WHEN SHOWN ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

12. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

GENERAL

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT DATED OCTOBER 20, 2021 BY IMEG CORP. REPORT IS ON FILE WITH THE ARCHITECT.

2. SOIL PROPERTIES PER THE GEOTECHNICAL REPORT:ALLOWABLE NET SOIL BEARING PRESSURE:

FOOTINGS 4000 PSF (AGGREGATE PIERS) FROST DEPTH 3'-6" FT (HEATED)

4'-0" FT (UNHEATED)EQUIVALENT FLUID PRESSUREACTIVE PRESSURE 35 PSF/FT, DRAINEDAT REST PRESSURE 60 PSF/FT, DRAINEDPASSIVE PRESSURE 400 PSF/FT OF DEPTH

3. AGGREGATE PIER GROUND IMPROVEMENT REQUIRED BELOW ALL FOOTINGS AND THICKENED SLABS. SEE SPECIFICATIONS AND GEOTECHNICAL REPORT.

4. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED SPECIFIED COMPRESSIVE STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL WALLS BELOW GRADE FROM LATERAL LOADS UNTIL SUPPORTING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED 7-DAY STRENGTH MINIMUM. BACKFILLING IS NOT PERMITTED FOR FOUNDATION WALLS UNTIL THE WALL IS ADEQUATELY BRACED TO RESIST LATERAL LOADS. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OR SHORING AND/OR SHEETING.

5. THE MOISTURE CONTENT OF ONSITE CLAYEY SOILS AT THE TIME OF COMPACTION SHALL BE BETWEEN 2-3% ABOVE OPTIMUM MOISTURE CONTENT.

6. ANY IMPORT FILL SOIL REQUIRED SHALL HAVE A LOW POTENTIAL FOR EXPANSION AND SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD PRIOR TO IMPORTING.

7. ALL SITE WORK SHALL BE PERFORMED UNDER THE INSPECTION OF THE SPECIAL INSPECTION AGENCY. VARIATIONS IN SITE CONDITIONS AND THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE ARCHITECT/STRUCTURAL ENGINEER FOR CLARIFICATIONS PRIOR TO PROCEEDING.

8. WHERE DEEP EXCAVATION IS REQUIRED, AND THE NECESSARY SPACE IS AVAILABLE, TEMPORARY UNSURCHARGED EXCAVATIONS MAY BE SLOPED BACK IN LIEU OF SHORING. EXCAVATIONS SHALL NOT BE STEEPER THAN 1 VERTICAL TO 1 HORIZONTAL PER SECTION 5.1 OF THE GEOTECHNICAL REPORT. THE TOP OF EXCAVATIONS SHALL BE PROTECTED BY BARRICADES, ETC., TO PREVENT SURCHARGING AND BERMED TO PREVENT WATER RUN-OFF FROM ENTERING AND ERODING THE EXCAVATION. ADJACENT TO EXISTING BUILDINGS OR IMPROVEMENT, THE EXCAVATION SHALL BE RESTRICTED TO 1.5:1 (HORIZONTAL TO VERTICAL) DOWNWARD FROM THE TOE OF THE EXISTING FOOTING, ETC. UNLESS SPECIAL PROCEDURES ARE IMPLEMENTED AND APPROVED BY THE ARCHITECT.

EARTHWORK

REINFORCING STEEL1. CONCRETE REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL

CONFORMING TO THE FOLLOWING STANDARDS:DEFORMED BARS ASTM A615, GR60 Fy = 60 KSIWELDED WIRE REINFORCING ASTM A1064 Fy = 65 KSISTEEL WIRE ASTM A1064 Fy = 60 KSI

2. MINIMUM CONCRETE COVER SHALL BE PROVIDED AS FOLLOWS TO THE OUTERMOST REINFORCING BARS:

CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND 3"EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#6 BARS OR LARGER 2"#5 BARS OR SMALLER 1 1/2"

NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUNDSLABS, JOISTS AND WALLS WITH #11 BARS OR SMALLER 3/4"BEAMS, COLUMNS, PEDESTALS AND TENSION TIES 1 1/2"

3. BAR SPLICES SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. ALL SPLICES SHALL BE CLASS 'B' AS DEFINED IN ACI 318. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTH (IN INCHES) AS FOLLOWS:

LAP LENGTHS ASSUME CLEAR SPACING BETWEEN BARS OF 2 BAR DIAMETERS, AND A MINIMUM COVER OF 1 BAR DIAMETER. FOR DEVELOPMENT LENGTHS, DIVIDE BY 1.3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 1'-0" OF FRESH CONCRETE BELOW.

BAR SIZE

#3

OTHER

22

TOP

28

3000 PSI CONCRETE

OTHER

19

TOP

25

4000 PSI CONCRETE

#4 29 38 25 33

#5 36 47 31 41

#6 43 56 37 49

#7 63 81 54 71

CAST-IN-PLACE CONCRETE1. CONCRETE STRENGTHS SHALL CONFORM TO:

2. DRYPACK SHALL BE 1:3-1/2 PORTLAND CEMENT TO SAND WITH A MINIMUM 28-DAY STRENGTH OF 7000 PSI.

3. SLAB ON GRADE CONSTRUCTION:LOCATE SAW CUT CONTROL JOINTS AS INDICATED IN THE ARCHITECTURAL DRAWINGS. JOINTS SHALL BE ALONG COLUMN LINES WITH INTERMEDIATE JOINTS SPACED PER THE TABLE BELOW, UON. SLAB PANELS SHALL HAVE A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5:1. PROVIDE ADDITIONAL CONTROL JOINTS AT ALL RE-ENTRANT CORNERS.

INTENDED USE28-DAY STRENGTH

(PSI)MAX W/C

RATIOA/E SLUMP

FOOTINGS

FOUNDATIONS

SLAB-ON-GRADE

UNLESS NOTED OTHERWISE

3000

4000

4000

4000

0.45

0.5

0.45

0.45

N/A

5-8%

N/A

5-8%

1"-4"

4"-6"

1"-4"

1"-4"

4. CROSS REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO ASSURE PROPER DIMENSIONS AND PLACEMENT OF ALL ANCHOR BOLTS, INSERTS, NOTCHES, EDGES OF WALLS/GRADE BEAMS AND PIERS.

5. UON, ALL FOOTINGS SHALL BE CENTERED UNDER WALLS, PIERS OR COLUMNS.6. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN STRUCTURAL CONCRETE

WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT.7. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR SIZE, LOCATION AND

HEIGHT OF MECHANICAL EQUIPMENT PADS ON CONCRETE SLAB ON STEEL DECK AND SLAB-ON-GRADE.

THICKNESS (IN)

4

MAX JOINT SPACING (FT)

12

5 13

6 15

8 18

MASONRY1. MINIMUM 28-DAY COMPRESSIVE STRENGTHS FOR MASONRY CONSTRUCTION

SHALL BE:DESIGN ASSEMBLY STRENGTH, f'm 2000 PSIINDIVIDUAL CONCRETE MASONRY UNITS 2800 PSIMORTAR 1800 PSIGROUT 2000 PSI

2. MASONRY MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS:CONCRETE MASONRY UNITS (CMU) ASTM C90, GRADE N-1MORTAR ASTM C270, TYPE SGROUT ASTM C476REINFORCING STEEL ASTM A615, GR 60PLATE AND BENT BAR ANCHORS ASTM A36SHEET METAL ANCHORS AND TIES ASTM A1008WIRE MESH TIES ASTM A1064WIRE TIES AND ANCHORS ASTM A951ANCHOR BOLTS ASTM A307, GRADE A

3. BAR SPLICES SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS. IF SPLICE LENGTH IS NOT GIVEN ON THE DRAWINGS, PROVIDE LAP LENGTHS (IN INCHES) AS FOLLOWS EXCEPT BARS LARGER THAN #9 SHALL BE MECHANICALLY SPLICED:ASD (IBC 2015):

4. GROUT SOLID ALL JAMBS FULL HEIGHT IN LOAD BEARING MASONRY WALLS TO UNDERSIDE OF LINTEL. EXTEND GROUTED JAMB FROM FACE OF MASONRY OPENING AT LEAST EQUAL TO THE BEARING LENGTH OF THE LINTEL BEYOND THE OPENING PLUS 8 INCHES.

5. PROVIDE A MINIMUM OF 1 INCH GROUT BETWEEN MAIN REINFORCING AND/OR BOLTS AND MASONRY UNIT FACE. VERTICAL REINFORCEMENT SHALL BE CENTERED IN WALL, UON.

6. COORDINATE ANY UNIDENTIFIED PIPE OR DUCT PASSING THROUGH STRUCTURAL MASONRY WALLS, UNLESS NOTED OR DETAILED SPECIFICALLY.

LINTELS1. PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRY

CONSTRUCTION.2. PENETRATIONS NOT IDENTIFIED ON THE DOCUMENTS ARE TO BE TREATED IN A

MANNER SIMILAR TO THE IDENTIFIED LOCATIONS. LINTELS OCCURRING IN EXISTING BEARING WALLS ARE TO BE SIZED ACCORDING TO SIMILAR CONDITIONS AND SPANS IN THE NEW CONSTRUCTION. LINTELS ARE NOT REQUIRED OVER OPENINGS 12” WIDE OR LESS AND AT LEAST 1 COURSE BELOW THE TOP OF WALL.

3. LINTELS IN NON-BEARING MASONRY CAN BE SIZED PER THE FOLLOWING:

* ALL ANGLES THAT ARE BACK-TO-BACK SHALL BE WELDED TOP AND BOTTOM 3" AT 12" OC MINIMUM.

4. BOTTOM PLATE SIZE SHALL BE A MINIMUM OF 3/8” THICK AND A WIDTH OF 3/4” LESS THAN THE FIELD VERIFIED WALL THICKNESS, UON. THE PLATE SHALL BE THE FULL LENGTH OF THE LINTEL MEMBER.

5. ALL LINTELS SHALL HAVE A MINIMUM OF 8” END BEARING AND DO NOT REQUIRE BEARING PLATES, UON.

6. ALL LINTELS IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT-DIP GALVANIZED, UON.

7. REFER TO ARCHITECTURAL DRAWINGS FOR INSULATION, THROUGH-WALL FLASHING, AND WEEP HOLES.

STEEL1. STRUCTURAL STEEL SHALL CONFORM TO ASTM STANDARDS AS NOTED BELOW:

WIDE FLANGE SHAPES ASTM A992 Fy = 50 KSIOTHER ROLLED SHAPES ASTM A36 Fy = 36 KSIHSS SECTIONS, SQ/RECT ASTM A500, GR C Fy = 50 KSIBASE AND CONNECTION PLATES ASTM A36 Fy = 36 KSIANCHOR RODS ASTM F1554, GR 36 Fy = 36 KSIHEAVY HEX NUTS ASTM A563WASHERS ASTM F436HEADED STUDS ASTM A108, TYPE BELECTRODES FOR ARC WELDING AWS 5.1, E70XX

2. USE TENSION-CONTROL, “TWIST-OFF”, BOLTS FOR ALL HIGH STRENGTH BOLTS REQUIRING FULL TENSION AS INDICATED ON THE DRAWINGS.

3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM F3125, GRADE A325N, UON. FOR ALL DRAG STRUT BOLTS, HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM. F3125, GRADE A325 TC.

4. STANDARD BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UON.

5. BOLTS IN SLOTTED HOLES SHALL BE LOCATED IN THE CENTER OF THE HOLE AFTER FIELD ASSEMBLY IS COMPLETE, UNLESS DETAILED OTHERWISE.

6. WELD LENGTHS INDICATED ON THE DRAWINGS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360, SECTION J2.4.

SPAN, L

0'-0" < L < 2'-0"

STEEL OPTION (FOR EACH 4" OF MASONRY

WIDTH)*

5/16" PLATE

MASONRY BOND BEAM OPTIONS

8" BLOCK 10" BLOCK

8" DEEP WITH (1) #4

8" DEEP WITH (1) #5

2'-0" < L < 4'-0" L3 1/2x3 1/2x1/48" DEEP WITH

(1) #48" DEEP WITH

(1) #5

4'-0" < L < 6'-0" L4x3 1/2x5/16 (LLV)12" DEEP WITH

(1) #512" DEEP WITH

(2) #5


(2) #512" DEEP WITH

(2) #5


(2) #516" DEEP WITH

(2) #5

MINIMUM LAP SPLICE LENGTH

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

8" CMU

12

13

20

38

52

70

NP

10" CMU

12

12

16

29

40

61

78

12" CMU

12

12

13

24

33

50

64

f'm = 2000 PSI

8. FIELD CONNECTIONS SHALL BE WELDED OR BOLTED. SHOP CONNECTIONS SHALL BE WELDED, UON. WELDS INDICATED WITH A SHOP WELD SYMBOL MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. LOCATIONS OF ALL FIELD WELDS SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. WELDS SHALL BE DESIGNED TO BE FULLY EQUIVALENT IN STRENGTH TO BOLTED CONNECTIONS DETAILED TO MINIMIZE BENDING IN THE CONNECTION.

9. HEADED STUDS:A. STUDS SHALL BE AUTOMATICALLY END WELDED IN ACCORDANCE WITH THE

MANUFACTURER’S RECOMMENDATIONS IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE PLATE. THERE SHOULD BE NO POROSITY OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD SHALL DECREASE IN LENGTH DURING WELDING APPROXIMATELY 1/8” FOR 5/8”ø AND SMALLER AND 3/16” FOR LARGER THAN 5/8”ø. WELDING SHALL BE DONE ONLY BY QUALIFIED WELDERS APPROVED BY THE INSPECTION AGENCY.

10. REFER TO DRAWINGS FOR DETAIL OF DECK OPENINGS. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, ETC. FOR EXACT SIZE, LOCATION, AND COUNT OF REQUIRED OPENINGS.

11. CUTS, HOLES, OPENINGS, ETC., REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS. BURNING OF HOLES AND CUTS IN THE FIELD SHALL NOT BE ALLOWED, EXCEPT BY WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER. NO HOLES SHALL BE CUT IN STRUCTURAL STEEL BY OTHER TRADES UNLESS SHOWN ON STRUCTURAL DRAWINGS OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.

STEEL JOISTS1. ATTACH STEEL JOIST TO SUPPORT AS FOLLOWS:

WHERE WELDS OR BOLTS ARE INDICATED, WELD/BOLT TO BE INSTALLED ON BOTH SIDES OF JOIST SEAT.

2. FLOOR JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF L/360, UON.

3. PROVIDE BRIDGING PER SJI SPECIFICATIONS. DESIGN AND PROVIDE UPLIFT BRIDGING TO WITHSTAND A NET UPLIFT PRESSURE AS INDICATED WITHIN THE DESIGN CRITERIA AND LOADS NOTES. WHERE BRIDGING INTERFERES WITH MECHANICAL OR OTHER TRADE INSTALLATIONS, THE FABRICATOR SHALL REMOVE THE BRIDGING AFTER THE STEEL DECK IS IN PLACE AND REPLACE AS DIRECTED BY THE JOIST MANUFACTURER.

4. ERECTOR SHALL FOLLOW MANUFACTURER’S AND STEEL JOIST INSTITUTE’S GUIDELINES FOR ERECTION STABILITY AND HANDLING.

5. WHERE STEEL COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, JOISTS AT COLUMN LINES SHALL BE FIELD BOLTED.

6. NO CONCENTRATED LOAD OR CONNECTION SHALL BE APPLIED TO THE JOISTS WITHOUT WRITTEN APPROVAL FROM THE JOIST MANUFACTURER, UON.

STEEL DECK1. DECK SIZE AND GAUGE INDICATED ON THE DRAWINGS ARE BASED ON THE

FOLLOWING:A. VULCRAFT 2015 CATALOG FOR GRAVITY DESIGN LOADS AND UNSHORED

CONSTRUCTION SPANS.B. STEEL DECK INSTITUTE (SDI) DIAPHRAGM DESIGN MANUAL 3RD EDITION FOR

DIAPHRAGM LOADS.2. STEEL DECK GALVANIZING SHALL CONFORM TO ASTM A653 WITH A MINIMUM

COATING OF G60.3. PAINTED STEEL ROOF DECK SHALL CONFORM TO ASTM A1008, GRADE C.4. ALL DECK SHALL MEET THE MINIMUM TYPE AND GAUGE INDICATED ON THE

DRAWINGS, AND AS FOLLOWS:

5. UNLESS NOTED OTHERWISE, DECK SHALL BE FASTENED WITH 5/8"ø PUDDLE WELDS AT 12” OC AT ALL SUPPORTS AND EDGES. SIDE LAPS SHALL BE FASTENED WITH #10 TEK SCREWS, MINIMUM ONE AT EACH MIDSPAN. OPENING EDGES SHALL RECEIVE THE SAME WELDING AS REQUIRED AT DECK ENDS. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS EXPERIENCED IN COLD-FORMED STEEL DECK WORK.

6. DO NOT PLACE PIPES, DUCTS, REGLETS OR CHASES IN COMPOSITE FLOOR SYSTEMS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

7. DO NOT EXCEED 25 LBS PER HANGER AND A MINIMUM SPACING OF 2’-0” ON CENTER WHEN ATTACHING TO STEEL ROOF DECK. THIS 25 LBS LOAD AND 2’-0”SPACING INCLUDES ADJACENT MECHANICAL, ELECTRICAL, AND ARCHITECTURAL ITEMS HANGING FROM THE DECK. IF THE HANGER RESTRICTIONS CANNOT BE ACHIEVED, SUPPLEMENTAL FRAMING SUPPORTED OFF STEEL FRAMING WILL NEED TO BE ADDED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION AND WEIGHT OF ALL THE ELEMENTS BEING HUNG.

8. CORRUGATED FORM DECK GAUGES SHOWN ON THE DRAWINGS ARE INTENDED TO SUPPORT THE WEIGHT OF THE WET CONCRETE PLUS A CONSTRUCTION LIVE LOAD OF 20 PSF WITHOUT INTERMEDIATE SHORING BASED ON A THREE SPAN CONTINUOUS CONDITION. DECK MANUFACTURER SHALL EVALUATE OTHER SPAN CONDITIONS FOR DEFLECTION WHICH SHALL NOT EXCEED L/180 NOR 1/8 INCH UNDER THE UNIFORMLY DISTRIBUTED CONCRETE DEAD LOAD AND NOTE AREAS WHICH WILL REQUIRE SHORING TO CONTROL DEFLECTION AND/OR MEET ALLOWABLE STRESSES.

JOISTTYPE/SERIES

FILLET WELD SIZE

WELD LENGTH (IN)

BOLT DIAMETER (IN)

BOLTMATERIAL STEEL MASONRY

DETAILS WITH WELD INFORMATION

DETAILS WITH BOLT INFORMATION

MINIMUM ENDBEARING (IN)

TYPE

1.5" B (ROOF)

GAUGE

22

lx

0.155

Sx

0.186

Fy

33

20 0.201 0.234 33

18 0.289 0.318 33

16 0.373 0.408 33

2" VLI

22 0.314 0.244 50

20 0.403 0.326 50

18 0.558 0.485 50

16 0.704 0.653 40

K 1/8 2 1/2 A307 2 1/2 4

THERMAL BREAK MATERIAL1. STRUCTURAL THERMAL BREAK MATERIAL, BUSHINGS AND WASHERS SHALL

CONFORM TO THE FOLLOWING MINIMUM STANDARDS:BASIS OF DESIGN FABREEKACOMPRESSIVE STRENGTH ASTM D638 38,900 PSICOMPRESSIVE MODULUS ASTM D695 291,194 PSI FOR 1/2”

519,531 PSI FOR 1”SHEAR STRENGTH ASTM D732 15,000 PSITHERMAL CONDUCTIVITY ASTM C518 1.8 BTU IN/HR SF °FCOEFFICIENT OF THERMAL EXPANSION ASTM E831 2.2 10E-6 IN/IN/°FTHERMAL RESISTANCE (R-VALUE) ASTM C518 0.95 HR SF °F/BTU

13. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, EACH BIDDER SHALL VISIT THE PREMISES AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS, TEMPORARY CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE BID SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK WITHIN THE EXISTING CONDITIONS.

14. SHOP DRAWINGS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE ARCHITECT. EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW BY THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR AND REVIEW BY THE ARCHITECT SHALL NOT BEGIN UNTIL THIS IS COMPLETE. WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE ARCHITECT/STRUCTURAL ENGINEER.

15. SHOP DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/STRUCTURAL ENGINEER FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE ARCHITECT/STRUCTURAL ENGINEER ON THE SHOP DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS.

16. ELEVATIONS ARE BASED ON THE FIRST FLOOR ELEVATION OF ( 0'-0" ) WHICH IS EQUIVALENT TO CIVIL ELEVATION ( 703.00 ).

GENERAL

Owner

All reports, plans, specifications, computer files, field data,

notes and other documents and instruments prepared by

OPN Architects, Inc. as instruments of service shall remain

the property of OPN Architects, Inc. OPN Architects, Inc.

shall retain all common law, statutory and other reserved

rights, including the copyright thereto.

© 2022 OPN Architects, Inc.

IMEG

(309) 788-0673

623 26th Ave

Rock Island, IL 61201

A

200 5th Ave. SE, Suite 201

Cedar Rapids, IA 52401

P: 319-363-6018

F: 319-363-7349

www.opnarchitects.com

19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S000

GENERAL NOTES

Davenport Fire Station No 3

21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2022 IMEG CORP.

623 26TH AVENUEQUAD CITIES, IL 61201309.788.0673 FAX: 309.786.5967www.imegcorp.com

21005985.00

Revision Description Date

A2 ADDENDUM #2 05/27/2022

A2

A2

STRUCTURAL SYMBOL LIST

##K

##K

BEAM CAMBER

HEADED STUD ANCHORS ON BEAM[##]

c=X"

CONNECTION REACTION (1.2DL + 1.6 LL) IN KIPS.

GENERAL SYMBOLS:

SYMBOL DESCRIPTION DETAIL REFERENCE

TOP OF STRUCTURAL FRAMING ABOVE ELEVATION (+0'-0")

(+16'-3")

TOP OF STRUCTURAL FOUNDATION BELOW ELEVATION (+0'-0")

(-2'-0")

S STEP IN FOOTING

FOUNDATION SYMBOLS:


STEEL SYMBOLS:


BEAM SPLICE

NON-FRAME KICKER BRACE

CANTILEVER

N/A

N/A

N/A

N/A

SEE TYPICAL STEEL DETAILS

STEEL DECK (DIRECTION)

2/S501

2/S500

1/S100

STRUCTURAL ABBREVIATION KEY

KIPS PER SQUARE FOOTKIPS PER SQUARE INCHLENGTHPOUNDSLIVE LOADLONG LEG HORIZONTALLONG LEG VERTICALLONGITUDINALLONG SIDE HORIZONTALLONG SIDE VERTICALLIGHTWEIGHTMAXIMUMMECHANICALMANUFACTURERMINIMUMNOT IN CONTRACTNOT TO SCALEON CENTEROPPOSITE HANDOPENINGORIENTED STRAND BOARDPOUNDS PER CUBIC FOOTPENTHOUSEPARTIAL JOINT PENETRATION WELDPLATEPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOST-TENSION, -ED, -INGRADIUSREINFORCING, -MENT, -EDREQUIREDROOF TOP UNITSLIP CRITICALSCHEDULESIMILARSNOW LOADSHEET METAL SCREWSPACE(S)SPECIFICATION(S)SQUARESTIFFENERSTEELSYMMETRICALTOP AND BOTTOMTOP OFPRE-TENSIONED BOLTTEMPERATUREBEAM FLANGE THICKNESSTHICKTRANSVERSETYPICALUNLESS OTHERWISE NOTEDVERTICALVERIFY WITH ARCHITECTURAL DRAWINGSVERIFY IN FIELDWITHWORK POINTWEIGHTWELDED WIRE REINFORCING

ABBR: DESCRIPTION: ABBR: DESCRIPTION:

KSFKSILLBSLLLLHLLVLONG.LSHLSVLT WTMAXMECHMANUFMINNICNTSOCOHOPNGOSBPCFP.H.PJPPLPLFPSFPSIPTRREINFREQDRTUSCSCHEDSIMSLS.M.S.SPSPECSSQSTIFFSTLSYMT&BT.O.TCTEMPtfTHKTRANSTYPUONVERT

VIFVWAW/WPWTWWR

NUMBER OR POUNDSATDEGREEDIAMETEREXISTINGANCHOR BOLTARCHITECT, -URE, -URALBOTTOM OFBEAM FLANGE WIDTHBRACE FRAMEBEAMBOUNDARY NAILINGBOTTOMBETWEENCOLD FORM STEEL FRAMINGCENTER OF GRAVITY OF THE TENDONCOMPLETE JOINT PENETRATION WELDCLEARCENTERLINECONCRETE MASONRY UNITCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCOORDINATIONDIAMETERDEAD LOADDETAILDRAWINGDOWELEACHEACH FACEEFFECTIVEELEVATIONELECTRICALEMBEDMENTEDGE NAILINGEDGE OF DECKEDGE OF SLABEQUALEQUIPMENTETCETERAEACH WAYEXPANSIONEXTERIORCONCRETE COMPRESSIVE STRENGTHFOUNDATIONFIELD NAILINGFOOTFOOTINGYIELD STRESSGAGE OR GAUGEGALVANIZEDHORIZONTALHEADED STUD ANCHORHIGH STRENGTH BOLTJOINTKILOPOUND (1,000 POUNDS)

#@°Ø(E)A.B.ARCHB.O.bfBFBMB.N.BOTTBTWNCFSFCGSCJPCLRCLCMUCOLCONCCONNCONSTCONTCOORDDIADLDETDWGDWLEAEFEFFELELECEMBEDE.N.EODEOSEQEQUIPETCEWEXPEXTf 'cFDNF.N.FTFTGFyGAGALVHORIZHSAHSBJTK, KIP

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

1VIEW NAME1/8" = 1'-0"

1

S300

SIM

INDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE PROJECT 0'-0"

INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE KEY:

NEW WORK (DARK SOLID LINE/LINE WEIGHT WILL VARY)

NEW WORK BELOW OR BEYOND VIEW(DARK DASH LINE)

EXISTING TO BE REMOVED(DARK DASH LINE)

EXISTING WORK TO REMAIN (HALFTONED SOLID LINE/LINE WEIGHT WILL VARY)

NON STRUCTURAL(HALFTONED LIGHT SOLID LINE)

GRID OR CENTERLINE

MATERIAL LEGEND:

CONCRETE - CAST-IN-PLACE

CONCRETE - EXISTING

EARTH

GRAVEL OR GRANULAR FILL

GROUT OR DRYPACK OR SAND

MASONRY

METAL / COLD-FORM STUD

PRECAST CONCRETE

STEEL

COLUMN DESIGNATION

BASE PLATE MARK

SF#(+X'-X")P# (+X'-X")

FOOTING MARK (TOP ELEVATION)

PIER MARK (TOP ELEVATION)

1

NO R

HT

WXxX

BPX

WOOD DECKING1. STRUCTURAL GLUED-LAMINATED TONGUE AND GROOVE (T&G) DECKING SHALL BE

"LOCK-DECK" LAMINATED DECKING AS MANUFACTURED BY GEORGIA-PACIFIC, BOISE CASCADE, DISDERO LUMBER COMPANY OF CLACKAMAS OR APPROVED EQUIVALENT. EQUIVALENT T&G DECKING SHALL BE OF SAME LUMBER, SIMILAR PROFILE, FINISH AND SHALL MEET OR EXCEED THE LOCK-DECK SPECIFIED IN SECTION, SHEAR, FLEXURE AND DEFLECTION PROPERTIES.

2. TONGUE AND GROOVE DECKING SHALL BE DOUGLAS FIR/LARCH, SUPREME GRADE, NOMINAL SIZES AS SPECIFIED, STANDARD-VEE, SMOOTH SANDED SURFACE WITH FINISH PER ARCHITECT'S REQUIREMENTS. DECKING SHALL BE OF FOLLOWING MATERIAL AND PROPERTIES:

5x6 NOMINAL SIZE: 3 21/32" x 5 1/4" ACTUALMODULUS OF ELASTICITY (E): 1,800,000 PSIEXTREME FIBER IN BENDING (Fb): 2,640 PSISHEAR PARALLEL TO GRAIN (Fv): 165 PSI

3x6 NOMINAL SIZE: 2 3/16" x 5 1/4" ACTUAL MODULUS OF ELASTICITY (E): 1,800,000 PSI EXTREME FIBRE IN BENDING (Fb): 2,640 PSI SHEAR PARALLEL TO GRAIN (Fy): 165 PSI

3. TONGUE AND GROOVE DECKING SHALL BE INSTALLED RANDOM LENGTH CONTINUOUS. THE DECK MUST BE CONTINUOUS OVER THREE OR MORE SPANS OF APPROXIMATELY EQUAL LENGTH, WITH EACH PIECE OF DECK OVER AT LEAST ONE SUPPORT. PLACE DECKING TO DISPERSE END-JOINTS AS RANDOMLY AS POSSIBLE. END JOINT NAILS WITHIN 12" MAX EACH SIDE. THE DISTANCE BETWEEN END-JOINTS IN ADJACENT ROWS OFF DECKING IS AT LEAST TWO FEET. THE DISTANCE BETWEEN END-JOINTS IN ROWS OF DECKING SEPARATED BY ONLY ONE ROW IS AT LEAST ONE FOOT.

4. END SPANS SHALL BE PLANNED AND PLACED. TO ENSURE THAT END SPANS PERFORM AS INTENDED, PROVIDE A CANTILEVERED OVERHAND, FREE OF END-JOINTS, EQUAL TO 20% OF THE END SPAN. TOENAILED SPACED 30" ALONG EACH COURSE OFFSET 15" IN ADJOINING COURSES. DECKING SHALL BE END-MATCHED AND TOENAILED WITHIN ONE FOOT OF ALL ENDS AND ATTACHED AS FOLLOWS: 8d @ 30" OC FOR 3" NOMINAL 16d @ 30" OC FOR 5" NOMINAL'

5. ATTACH ADJACENT INDIVIDUAL T&G DECK MEMBERS TO ADJACENT DECK MEMBERS WITH 20d FOR 3" NOMINAL AND 50d FOR 5" NOMINAL.

6. STRUCTURAL FRAMING LUMBER FOR NAILER/PLATES SHALL BE CLEARLY MARKED AND OF A QUALITY TO MEET THE FOLLOWING MINIMUM GRADE AND FINISH REQUIREMENTS.

DOURGLAS FIR-LARCH (DFL) No. 2 GRADE UNDER WCLIB OR WWPA GRADING REQUIREMENTS.SURFACE PREPARATION AND FINISH PER ARCHITECT'S REQUIREMENTS IF EXPOSED TO VIEW IN FINAL CONDITION.

7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SEPARATED AT INTERFACE WITH A LAYER OR ROOFING SNOW AND ICE SHIELD.

8. PLYWOOD ROOF SHEATING TONGUE AND GROOVE DECKING OVERLAY SHALL BE 5/8" THICK APA (40/20) SPAN RATED PLYWOOD SHEATING. PLYWOOD SHEATING TO BE ORIENTED SUCH THAT LONG DIRECTION OF SHEETS SPANS PERPENDICULAR TO T&G DECKING. UNLESS INDICATED, ATTACH INDIVIDUAL PLYWOOD SHEETS TO TONGUE AND GROOVE DECKING WITH 8d COMMON NAILS AT 6" OC AROUND SHEET PERIMETER AND MAXIMUM 12" OC IN ROWS THAT RUN SHORT DIRECTION OF SHEET SPACED MAXIMUM 24" OC IN LONG DIRECTION OF SHEET. STAGGER NAILING AT SHEET EDGES 3" WITH ABUTTING SHEET.

9. NAILS FOR SHEATING ATTACHMENT SHALL BE DRIVEN SUCH THAT THE NAIL HEAD SLIGHTLY DIMPLES, WITHOUT PENETRATING, THE SURFACE OF THE SHEATING AND ARE NOT PROJECTING THROUGH OR VISIBLE FROM UNDERSIDE OF T&G DECKING BELOW.

STRUCTURAL TESTS AND INSPECTION1. UNLESS NOTED, MATERIALS SHALL CONFORM AND TESTS AND INSPECTIONS

SHALL BE PERFORMED BY THE INSPECTION AGENCY AND/OR THE JOB INSPECTOR WHO IS APPROVED BY OSHPD, THE ARCHITECT AND THE STRUCTURAL ENGINEER. CONTINUOUS AND PERIODIC TESTING AND INSPECTION SHALL CONFORM TO IBC CHAPTER 17 AND TO TITLE 24, AND AS FOLLOWS:

DEEP FOUNDATIONS 1704A.8, 1704A.9CONCRETE - STATE CHAPTER 19

MATERIALS:a) PORTLAND CEMENT TESTS 2102A.2.4, 5, 6b) CONCRETE AGGREGATES 2102A.2 2c) SHOTCRETE AGGREGATES 2102A.2 8, 2103A.3d) REINFORCING BARS 2102A.2 9, 2103A.4e) BATCH PLANT INSPECTION 2102A.2 1, 2103A.4.3f) WAIVER OF BATCH PLANT

INSPECTION AND TESTS 2102A.2 10g) ADMIXTURES 1903A.6

CONCRETE QUALITY:a) PROPORTIONS OF CONCRETE 1905A.1, 1905A.2, 1905A.3,

1905A.4, 1905A.5b) STRENGTH TESTS OF CONCRETE 1905A.6c) SHOTCRETE CORES 1928A.11d) COMPOSITE CONSTRUCTION CORES 1928A.8e) INSULATING CONCRETE TESTS DSA IR 27-1

CONCRETE INSPECTION:a) JOB SITE INSPECTION 1905A.7b) BATCH PLAN OR WEIGHMASTER

INSPECTION 1928A.4c) SHOTCRETE INSPECTION 1928A.10d) REINFORCING BAR WELDING

INSPECTION 1928A.12MASONRY - STATE CHAPTER 21

MATERIALS:a) MASONRY UNITS 2102A.2 4, 5, 6b) PORTLAND CEMENT 2102A.2 2c) MORTAR 2102A.2 8, 2103A.3d) GROUT 2102A.2 9, 2103A.4e) AGGREGATES 2102A.2 1, 2103A.4.3f) REINFORCING BARS 2102A.2 10

MASONRY QUALITY:a) PORTLAND CEMENT TESTS 1903A.2, 1928(A)b) MORTAR & GROUT TESTS 2105A.3.4 2c) MASONRY PRISM TESTS 2105A.3.2, 2105A.3.3, 2105A.3.4d) MASONRY CORE TESTS 2105A.3.1e) REINFORCING BAR TESTS 1928A.2

MASONRY INSPECTION:a) REINFORCED MASONRY 2105A.7b) REINFORCING BAR WELDING 1928A.12

STEEL - STATE CHAPTER 22MATERIALS:

a) STRUCTURAL STEEL, COLD FORMEDSTEEL 2202A.1, 2203A, 2204A, 2206A

b) MATERIAL IDENTIFICATION 2202A.2c) STEEL DECK 2204A.2

INSPECTION AND TESTS OF STRUCTURAL STEEL:a) TESTS OF STRUCTURAL & COLD

FORMED STEEL 2212A.1b) TESTS OF HIGH STRENGTH BOLTS,

NUTS AND WASHERS 2212A.2c) TESTS OF HEADED STUDS 2212A.3d) SHOP FABRICATION INSPECTION 2212A.4e) WELDING INSPECTION 2212A.5f) NELSON STUD WELDING 2212A.3, 2212A.5g) HIGH STRENGTH BOLT INSPECTION 2212A.6h) NON-DESTRUCTIVE WELD TESTING 1703

EXCAVATIONS, FOUNDATIONS & RETAINING WALLS - STATE CHAPTER 18EARTH FILL COMPACTION 1801A.1INSPECTION OF PILE EXCAVATION 1809A.7

2. CONTINUOUS INSPECTION REQUIRED FOR: MASONRY BLOCK LAYING AND GROUTING, ALL FIELD AND SHOP WELDING EXCEPT MINOR OR TACK WELDING, COMPLETE PENETRATION GROOVE WELDS, HIGH STRENGTH BOLT INSTALLATIONS, AND STEEL DECK WELDING.

ICC QUALITY ASSURANCE PLAN1. THE FOLLOWING INFORMATION PERTAINS TO THE SHELTER SPACE ONLY.2. THE MAIN WIND FORCE-RESISTING SYSTEM CONSISTS OF PRECAST CONCRETE

PLANKS WITH COMPOSITE TOPPING WHICH TRANSFERS HORIZONTAL WIND LOAD TO REINFORCED MASONRY SHEAR WALLS. THE LATERAL LOADS ARE TRANSFERRED TO THE SOILS BY SHALLOW CONCRETE FOOTINGS.

3. TESTING AND INSPECTION FOR SHELTER ELEMENTS WILL BE THE SAME AS FOR THE REST OF THE BUILDING. FOLLOW THE TESTING AND INSPECTION INFORMATION FOR ALL MATERIALS AND CONNECTIONS AS LISTED IN THE SPECIFICATIONS.

4. SPECIAL INSPECTIONS SHALL BE PERIODIC OR CONTINUOUS AS LISTED FOR EACH MATERIAL AND CONNECTION. SIGNED REPORTS SHALL BE SUBMITTED TO THE OWNER, CONTRACTOR, ARCHITECT, AND ENGINEER.

5. REFER TO ARCHITECTURAL AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS.

6. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A COMPONENT OF THE SHELTER STRUCTURE SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE AUTHORITY HAVING JURISDICTION, THE RESPONSIBLE DESIGN PROFESSIONAL, AND OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT SHALL CONTAIN:A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS

CONTAINED IN THE QUALITY ASSURANCE PLAN.B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN

CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF REPORTS.

D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S001

SYMBOL AND ABBREVIATION

KEY


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

VIEW – FOR REFERENCE ONLY3D


0 1 2 3

PROJECT #



21005985.00


A2 ADDENDUM #2 05/27/2022

A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

10'-0"

8'-0"

6'-9

"6

'-9

"6

'-9

"

10'-6"

0 PSF 28 PSF

0 PSF 28 PSF

0 PSF

43 PSF

0 PSF 28 PSF

28 PSF0 PSF 0 PSF

0 PSF

0 PSF20 PSF

20 PSF

20 PSF

0 PSF

30 PSF

29 PSF

29 PSF

0 PSF

0 PSF

20 PSF

0 PSF39 PSF

0 PSF43 PSF

0 PSF

31 PSF

6'-9

"

4'-0"

4'-0

"

7'-0"

7'-0

"

29 PSF

7'-5"21 PSF

45 PSF

NOTE:

1. SNOW DRIFT MAGNITUDES ARE IN ADDITION TO FLAT-ROOF SNOW.

2.5

ZONE 1

WIND LOAD COMPONENTS AND CLADDING MAX (±) (PSF)EFFECTIVE AREA (SF) 25

ZONE 2

ZONE 3

50 >100

+102 -197

-224

-224

+102

+102

-201

-253

-294

+106

+106

+106

>10

+116 -211

-320

-456

ZONE 4

ZONE 5

EFFECTIVE AREA (SF) 50 200 >500>10

+197

+197

-209

-246

+110

+110

+110

-205

-282

-364

+182

+182

-194

-216

+169

+169

-181

-190

+161

+161

-173

-173

+116

+116

2

3 2

3

1

2

33 2

TY

P

4'-0

"

4'-0"

4'-0

"

4'-0"

4'-0

"4

'-0

"

4'-0"

5 5 5

TYP

4'-0"

4 4 5

14

'-0

"

PLAN VIEW

SOUTH ELEVATION

NOTES:

1. TABLE PROVIDES UNFACTORED WIND FORCES (1.0WL).2. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS EQUALS +0.55.3. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE

PRESSURES ACTING AWAY FROM A PROJECTED SURFACE.4. ADDITIONAL SHELTER INFORMATION.

A. SHELTER IS A COMMUNITY TORNADO SHELTER.B. WIND DESIGN CONFORMS TO THE PROVISIONS OF THE ICC-500 STANDARD FOR THE DESIGN AND CONSTRUCTION OF

STORM SHELTERS.C. REFER TO S/000 FOR ADDITIONAL GEOGRAPHICAL STRUCTURAL FACTORS.

5. ALL OPENINGS IN WALL AND ROOF SHALL BE PROTECTED - SEE DETAILS ON AND COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

5 5

TYP

4'-0"

4

14

'-0

"

NORTH ELEVATION

5 54

12

'-6

"

EAST ELEVATION

5 4

TYP

4'-0"

14

'-0

"

WEST ELEVATION

5 5

TYP

4'-0"

12

'-6

"

4

14

'-0

"

1 2 3

B

C

D

1 2 31 2 3

BCD

BCD

EL (SEE PLAN)

T.O. SLAB

NO

TE

1

MECH DUCT SEE MECH

5/16" STEEL PLATES. WELD ALL CORNERS WITH 3/16" FILLET WELD

SLAB ON STEEL DECK - SEE PLAN

L4x4x5/16 x ANGLE FRAME AROUND OPENING - SEE 5/S500 FOR TYPICAL DETAILING

1/43 SIDES

NO

TE

1

SECTION-A

1/4" CAP PLATE ON END NOT REQUIRED TO BE OPEN FOR DUCT

NOTES:

1.

2.3.

COORDINATE PLATE SIZE WITH MECHANICAL CONTRACTOR FOR DUCT CLEARANCE.PROVIDE THIS LENGTH OF STEEL PLATE PAST THE EDGE OF OPENING NEEDS TO MATCH THE LENGTH OF PLATE DETERMINED FROM NOTE 1.DESIGN EACH EMBED FOR 1 KIP DOWNWARD FORCE.

2' - 0" MAX

A

NOTE 2SLAB ON STEEL DECK SEE PLAN

3/4"Ø x 0'-4" HEADED WELDED STUD AT 12" OC

3/16 2@12

2'-6"

2'-6"

A2

A2

A2 A2

A2

2'-0"

A2

GA

P

NON-ICC-500 SPACE ICC-500 SPACE

FULLY GROUTED MASONRY WALL - SEE PLAN

PLUMBING PIPES AND CONDUIT -SEE PLAN MECHANICAL OR ELECTRICAL, IT MUST BEND AT 90° IN EITHER HORIZONTAL OR VERTICAL DIRECTION IN THE SHELTER SPACE

(4) 1/2"Ø HILTI KWIK BOLT 3 EXPANSION ANCHORS WITH 4 3/4" EMBEDMENT

VERTICAL SECTION PLAN SECTION

GAP

3"

3"

1' -

0"

MA

X

1/4" BENT PLATE

NON-ICC-500 SPACE ICC-500 SPACE

NOTES:

1.

2.

3.

THIS DETAIL APPLIES TO PLUMBING, PIPES AND CONDUITS LARGER THAN 2" THAT PENETRATE THE WALLS OF THE SHELTER SPACE.GAP FROM WALL TO PLATE IS SET BY MECHANICAL OR ELECTRICAL. THAT DIMENSION MATCHES THE VERTICAL GAP DIMENSIONS.MINIMUM DISTANCE FROM OPENING EDGE TO ANCHOR IS 5".

SEE PLAN SEE PLAN

CONTINUOUS 3/8" PLATE x 7" WIDE AROUND OPENING. COORDINATE PLATE LOCATION IN WALL WITH WINDOW, DOOR AND LOUVER INSTALLER AND PLATE WIDTH WITH WINDOW, DOOR OR LOUVER FRAMES

WINDOW OR DOOR FRAME OR MECHANICAL LOUVER

NOTE:

1. THIS DETAIL APPLIES TO WINDOWS, DOORS AND LOUVERS THAT PENETRATE THE WALLS OF THE SHELTER SPACE.

FULLY GROUTED CMU WALL

(2) #7 EACH CELL

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S002

SNOW DRIFT PLAN,

ABBREVIATION AND SYMBOL


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

NO R

HT

3/32" = 1'-0"

SNOW DRIFT PLAN1

1/8" = 1'-0"

LOAD PLAN (SHELTER COMPONENTS AND CLADDING)2


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

ROOF OPENING DETAIL3

3/4" = 1'-0"

WALL OPENING PROTECTION DETAIL4

3/4" = 1'-0"

WALL OPENING DETAIL5


A2 ADDENDUM #2 05/27/2022

A2

A2A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

STOOP

167'-9"

10'-0"

77

'-10

"

7'-4

"1

5'-8

"1

0'-3 3

/4"

13

'-4 3

/4"

13

'-0 3

/4"

25

'-5

"

CF2.0

CF2.0

CF2.0

CF

2.0

CF2.0

CF3.0

CF

3.0

CF2.0

CF

2.0

CF2.0

CF2.0

CF

2.0

CF2.0

CF

2.0

CF

2.0

CF1.5

CF

3.0

CF3.0

CF

3.0

CF3.0

CF

3.0

CF

2.0

CF

2.0

CF1.5

CF3.0

CF

2.0

SF5.0

SF4.0

SF4.0

SF5.7 SF5.7 SF5.7

HSS5x

5x1/

2

BP1

HSS12

x6x3

/8

BP3

HSS12x6x3/8BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3 HSS12

x6x3

/8

BP3

HSS12x6x3/8BP3

HSS12x6x3/8BP3

HSS12

x6x3

/8

BP3

HSS12x6x3/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

HSS12

x6x3

/8

BP3

10'-0"

8" CONCRETESLAB-ON-GRADE


WITH 6x6 -W2.1xW2.1 WWR

T.O. SLAB EL 0'-0"

SF5.1

HSS5x

5x1/

4

BP1

CF2.0CF1.5

1'-5

"

P4

1

S301

20'-0"0'-3"

WALL1'-4" CONC

12

'-0

"W

AL

L1

'-4"

CO

NC

WA

LL

0'-8"

CO

NC

WALL1'-4" CONC

52

'-2

"

WA

LL

1'-4"

CO

NC

2'-2

"W

AL

L

1'-4"

CO

NC

1'-7"

WALL1'-4" CONC

CF

2.0

P2

WA

LL

1'-4"

CO

NC

0'-5 1/2"

HSS5x

5x1/

4

BP1

SF4.0

SF4.0

HSS5x

5x1/

4

BP1

P4

1'-3 1

/2"

WA

LL

0'-8"

CO

NC

CF

2.0

HSS5x

5x1/

2

BP3

HSS5x

5x1/

2

BP2

STOOP

HSS5x5x3/8

BP2 SIM

1 1 1111

SF5.7

EL (-4'-0")

T.O PIT SLAB

(-3'-6")

( -3

'-6

" )

( -3

'-6

" )

CF2.0

WA

LL

0'-9"

CO

NC

WA

LL

0'-9"

CO

NC

WA

LL

, T

YP

0'-9"

CO

NC

WA

LL

, T

YP

1'-4"

CO

NC

WALL1'-4" CONC

WALL1'-4" CONC

5" SLAB 8" SLAB

0'-8 1

/2"

26'-0"

MW2

MW

2

MW

2

MW2

7

S300

9

S300

TYP

8

S300

TYP

TYP

STOOP

1

S302

TYP AT CURTAIN WALL

STOOP

ST

OO

P

(-3'-6")


WITH 6x6 -W2.1xW2.1 WWR

T.O. SLAB EL 0'-0"

2

S301

(-3'-6")

P4

1

S301

WALL0'-8 1/4" CONC

2'-4 1/2"

28'-1 3/4" 15'-8" 3'-8"

3'-8" 6'-4" 3'-8"

0'-8"

P5

(-3'-6")

CF2.0

WALL0'-8" CONC

WA

LL

0'-8"

CO

NC

3

TYP

8

7

5

5

7

SF5.7

SF5.7

SF5.7

SF5.7

S

S

S

S

4

5

7

15'-3"

3'-9"

LE

DG

E

0'-8

" B

RIC

K

1'-9" 1'-9" 1'-9"1'-9"1'-9"

1'-9"

1'-9"

1

S301

1

S302

5" SLAB8" SLAB

8

4

S302

4

S302

S

6

S200

5

WA

LL

0'-9"

CO

NC

WA

LL

0'-9"

CO

NC

0'-7

"1

1'-5

"

0'-0 1/2"

12

'-2

"

WA

LL

1'-4"

CO

NC

WA

LL

1'-4"

CO

NC

WA

LL

1'-0"

CO

NC

WALL1'-0" CONC

WA

LL

1'-0"

CO

NC

WA

LL

1'-0"

CO

NC

WALL1'-0" CONC

6'-3 3

/4"

6'-0"

4'-0"

WA

LL

0'-8"

CO

NC

0'-3 3

/4"

1'-0 1

/2"

CF3.0(-3'-6")

WALL0'-8" CONC

MW2 MW2

2'-4 3

/4"

WA

LL

0'-8"

CO

NC

WALL0'-8" CONC

2'-4"

0'-2 1

/2"

WA

LL

0'-8"

CO

NC

MW2

2'-1

"

7'-5 3/4"

13

'-6

"

2'-6 1/2"

STOOP

7

S301

TYP

S(

-8'-0

" )

( -6

'-0

" )

2'-0

"

WA

LL

0'-9"

CO

NC

5'-8" 3'-8" 6'-4"

5

S302

( -3

'-6

" )

( -5

'-0

" )

( -3

'-6

" )

( -5

'-0

" )

3

S301

WA

LL

1'-4"

CO

NC

WALL1'-4" CONC

15

'-1

1 3

/4"3'-3"

0'-3"

16

'-0 1

/2"

(-3'-6")

P3

(-3'-6")

SF5.0P3

(-3'-6")

MW3

MW3

P3

P1

P1

P1

P1

P2P2

P2

1

S301

1

S301

TYP AT CMU

ST

OO

P

MW3 MW3 MW3

MW3

1

S301

MW

3

1

S301

STOOP

TYP

1

S301

2

MW3

MW

3

MW

3

WALL0'-9" CONC

EL (0'-0")

T.O. WALL

6

S300

6

S300

MW

3

7

MW

3

EL (-0'-8")

T.O. WALL @ DOORS

TYP@DOOR

MW

3

CF

1.5

TYP@DOOR

9

2.5

10'-2 1/2" 12'-10 1/2" 28'-1 3/4" 39'-7" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6"9'-5 1/2"

A2

A2A2

L1, ML1

LINTEL SCHEDULE

MARK

8" DEEP BOND BEAM WITH (2) #5

MEMBER SIZE

7/S400

REFERENCE DETAIL

NOTE:

1. BEARING LENGTH EACH END = 8", UON.

L2, ML28" DEEP BOND BEAM WITH (2) #5

+ 1/4" BENT PLATE (GALV)6/S400

L3 12" DEEP BOND BEAM WITH (2) #5 7/S400

L4 16" DEEP BOND BEAM WITH (2) #5 7/S400

L516" DEEP BOND BEAM WITH (2) #5

+ 9/16" BENT PLATE (GALV)6/S400

L6 W16x36 + 1/4" PLATE 15/S401CMU WALL REINFORCING SCHEDULE

MW1

MARK

#5 @ 48" OC

MW2

TYP @ 16" OC

HORIZONTAL REINFORCEMENT

NOTES:

1. TYP HORIZ REINF PER SPECIFICATIONS AND IS INTENDED TO BE A 'DUROWALL - TRUSS TYPE' OR EQUIVALENT.

2. REINFORCED CORES ARE ALWAYS GROUTED.3. SEE S400 FOR TYP CMU DETAILING.4. MW1 TYPICAL WALL CONFIGURATION, UON IN PLAN.

8"

WALLTHICKNESS

VERTICAL REINFORCEMENTMW#

FULLY GROUTED WITH #7 IN EACH CELL

8" TYP @ 16" OC

MW3 #7 @ 16" OC8" TYP @ 16" OC

FOUNDATION WALL REINFORCING SCHEDULEWALL

THICKNESSEXTERIOR

FACEINTERIOR

FACE

HORIZONTAL

EXTERIORFACE

INTERIORFACE

VERTICAL REMARKS

#5 @ 18" OC

#5 @ 12" OC

NOTES:

1. CENTERED IN WALL THICKNESS.

-

#5 @ 12" OC

0" TO 10"

1'-0" TO 1'-4"

#5 @ 18" OC

#5 @ 18" OC

-

#5 @ 18" OC

SEE NOTE 1

-

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S111

FOUNDATION PLAN


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

NO R

HT

1/8" = 1'-0"

FOUNDATION PLAN1

NOTES:

1. TOP OF FOOTING EXTERIOR EL (-3'-6"), UON. TOP OFINTERIOR FOOTING EL (-1'-4"), UON. SEE THIS SHEETFOR SCHEDULES

2. TOP OF CURB/WALL EL (+0'-0"), UON3. SEE 1,2 AND 3 ON S300 FOR TYPICAL

SLAB ON GRADE CONSTRUCTION DETAILS.4. P# INDICATES CONCRETE PIER. REFER TO S303 FOR

DETAILS. TOP OF PIER ELEVATION (-0'-8"), UON.5. PROVIDE THICKENED SLAB UNDER ALL

NON-STRUCTURAL MASONRY WALLS - SEE 6/S301 FOR DETAIL AND ARCHITECTURAL PLANS FOREXTENT AND LOCATIONS.

6. FOR PIPING AND CONDUIT THROUGH FOUNDATIONS.SEE 2/S302.

7. SEE 2/S301 FOR TYPICAL STOOP DETAIL.8. SEE 1/S500 FOR COLUMN BASE PLATES.9. MW# INDICATES MASONRY WALL REFER TO THIS SHEET

FOR WALL SCHEDULE. MW1 IS TYPICAL WALL, UON.10. AGGREGATE PIER GROUND IMPROVEMENT REQUIRED

BELOW ALL FOOTINGS AND THICKENED SLABS. SEE SPECIFICATIONS.

11. HATCH INDICATES HARDENED STORM SHELTER MEETING THE STRUCTURAL DESIGN

PARAMETERS OF ICC 500. DOORS SHALL BE STORM RATED AND OPENINGS ARE TO BE PROTECTED USING THE TYPICAL DETAILS SHOWN ON S002.

12. INDICATES SLEEVE UTILITIES THROUGH FOUNDATION PER 2/S302. REFER TO PLUMBING AND CIVIL FOR ELEVATIONS AND LOCATIONS NOT SHOWN.

13. SEE 6/S302 FOR THICKENED SLAB AT STAIR STRINGER INFORMATION.

CONTINUOUS FOOTING SCHEDULE

MARK WIDTH THICKNESS

REINFORCING

LONG DIRECTION SHORT DIRECTION

CF1.5 1'-6" 1'-0" (2) #5 CONT ALTERNATIVE DOWELS



SPREAD FOOTING SCHEDULE

MARK LENGTH WIDTH THICKNESS

REINFORCING

LONG DIRECTION SHORT DIRECTION

SF4.0 4'-0" 4'-0" 1'-0" (4) #5 (4) #5

SF5.0 5'-0" 5'-0" 1'-0" (5) #5 (5) #5

SF5.1 5'-0" 5'-0" 1'-6" (5) #5 (5) #5

SF5.7 5'-0" 7'-0" 1'-0" (7) #5 (5) #5

KEYNOTES:

1. TRENCH DRAIN. COORDINATE LOCATION AND SIZE WITH PLUMBING AND ARCHITECTURAL DRAWINGS. REFER TO 5/S301 FOR TRENCH DRAIN DETAIL.

2. ELEVATOR SUMP PIT - SEE 4/S301.3. (2) #4x5'-0" CENTERED IN SLAB AND ABOUT REENTRANT

CORNER.4. CONCRETE SLAB IS TO HAVE MICRO FIBER

REINFORCING (DOSAGE: 6 LBS/CUBIC YARD CONCRETE). PROVIDE PENETRATING LIQUID FLOOR TREATMENT ON EXPOSED SLAB - COORDINATE TYPE WITH SLAB FINISH. SLOPE APPARATUS BAY SLAB TO DRAINS AS INDICATED IN THE ARCHITECTURAL DRAWINGS. TOP OF SLAB IS 0'-0" WHERE IT INTERFACES WITH ADJACENT SPACES.

5. 5" CONCRETE SLAB ON GRADE WITH MICRO FIBER REINFORCING (DOSAGE: 6 LBS PER CUBIC YARD CONCRETE). PROVIDE PENETRATING LIQUID FLOOR TREATMENT ON EXPOSED SLAB - COORDINATE TYPE WITH SLAB FINISH.

6. (2) #4x5'-0" CENTERED IN SLAB AND ABOUT EACH CORNER OF THE TRENCH DRAIN TO CONTROL CRACKS.

7. SEE 3/S302 FOR INTERIOR FOOTING TO EXTERIOR FOOTING STEP.

8. TRANSITION SLAB THICKNESS AT 1:3 RISE:RUN RATIO.9. AGGREGATE PIER SUPPLIER TO PROVIDE UPLIFT

ANCHORS FROM AGGREGATE PIERS TO SPREAD FOOTING THAT RESIST A TOTAL LOAD OF 36,000 LBS (SERVICE).

#


0 1 2 3

PROJECT #



21005985.00


A2 ADDENDUM #2 05/27/2022

A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

167'-9"

10'-0"

77

'-10

"

15

'-8

"1

0'-3 3

/4"

13

'-4 3

/4"

13

'-0 3

/4"

25

'-5

"

W14x30 [2]

9 E

Q S

P =

47

'-4

"

L6

L4

L4

L6

OPEN

OPEN

OPEN

W21x44 [1

]

W18x46 [2]

W12x19

W27x84 [2]W27x102 [2]

W14x43 [1

]

W14x43 [1

]

W14x43 [1

]

W14x43 [1

]

W12x19 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W21x62 [2]

W14x30 [2]

W16x31 [1

]

W12x19 [1

]

W12x19 [1

]

W12x19 [1

]

W12x19 [1

]

W12x14 [1

]

W12x14 [1

]

L2

L1

L6

L4

L1

L5

OPEN

W14x30

W10x45

W14x30 [1]

W14x301

2

3

1

HSS5x

5x1/

4

1

L5

L3

OPEN

W12x19 [1

]

W12x19 [1

]

W12x19 [1

]

W12x19 [1

]

W14x30 [1

]

W12x19 [1

]

W14x43 [1

]

W14x43 [1

]

W14x43 [1

]

W12x14 [1

]

W14x30

W14x30

EO

S

0'-4

"3

'-8

"

8'-7

3/4

"

2 E

Q S

P =

3 E

Q S

P =

15'-6 3

/4"

3 E

Q S

P =

16'-7 3

/4"

W14x30 [1]

W14x30 [1]

HSS6x6x1/2

EOS0'-9 3/4"

9'-1 7/8"

2 EQ SP =

10'-2 7/16"

2 EQ SP =

9'-7 3/16"

2 EQ SP =

W14x30

W14x30

HSS5x

5x1/

4

W21x68

4'-8"0'-2 3/4"

L5L5L5

4

S400

EL ( 10'-0")

T.O. SLAB

W21x68 W21x68 0'-9

"

L1

18'-0 1/2"

EOS0'-4"

10

S500

9

S400

EO

D

0'-2

"

S200

5

W12x19 [1]

W12x19 [1]

W12x19 [1]

W12x19 [1]

W12x19 [1]

W12x19 [1]

W12x19 [1]

W12x19 [1]

7

56555 66

56555 66

L4

8'-3 5/8" 5'-10 1/4"

W14x30 [1

]

W12x19 [1

]

4

4

S401

8

8

8

S401

5

S401

6

S401

7

S401

W10x45

4

1'-1

1/2

" E

OS

L6

L6

5'-4

"1

3'-1

1 1

/2"

14

'-0 3

/4"

4'-6

"

W14x30

W14x3014

S401

13

S401

4'-0"

5

S400

16

S401

9

3

S501 EO

S0

'-9 1

/4"

L1

HS

S6x4x1/4

(LS

V)

(+9

'-6 3

/8")

EO

S

0'-7 1

/4"

4

S400

3

S400

9'-1

"

HSS5x5x1/4

13 11

TYP

1" E

XP JOIN

T

1" E

XP JOIN

T

TYP

12

3

S501

10

EOS0'-3 1/2"

EO

S

0'-3 3

/4"

2

S501

OPEN

2

S501

W14x43 [1

]

4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 5'-6 1/2"

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

W14x30 [1

]

5'-8" 5'-10"

____S114

2

8

S200

1

S501

HSS4x

4x1/

4

HSS4x

4x1/

4

3'-10

"6

'-8 1

/4"

1'-8 1

/2"

S502

1

6

S114

16

15

16

4

S400

0'-0 1/2"

181717

17

17

11

SIM

10

10

1'-6 1

/2"

EO

D

0'-4 1

/2"

4'-6

"

EO

D

0'-4 1

/2"

12

S400

4

S400

SIM

14

18

TYP

14

19

TYP

2.5

12'-10 1/2" 28'-1 3/4" 39'-7" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6"10'-2 1/2" 9'-5 1/2"

A2

A2 A2

A2

A2

A2

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S112

SECOND FLOOR FRAMING

PLAN


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

NO R

HT

1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN1

NOTES:

1. SEE S500 FOR TYPICAL COMPOSITE SLAB CONSTRUCTION DETAILS.

2. SEE 6/S500 AND 6/S501 FOR TYPICAL SHEAR CONNECTION.

3. L# INDICATES LINTEL IN STRUCTURAL MASONRY WALL -SEE S111 FOR SCHEDULE.

4. FOR LINTEL IN NON-STRUCTURAL WALLS. SEE GENERAL NOTES FOR SCHEDULE.

5. [#] INDICATES NUMBER OF 3/4" Ø x 4" (FINAL INSTALL LENGTH) HEADED STUDS PER FOOT ALONG BEAM LENGTH.

6. PROVIDE ANGLE FRAMING AROUND FLOOR OPENINGS PER 5/S500.

7. SEE ARCHITECTURAL AND FOUNDATION DRAWINGS FOR DIMENSIONS NOT GIVEN HERE.


0 1 2 3

PROJECT #



21005985.00

11. #4x4'-0" AT 12" OC OVER THE CMU WALL BELOW. CENTER ABOUT WALL AND PLACE WITH 1" CLEAR FROM TOP OF SLAB.

12. #4x4'-0" AT REENTRANT CORNER AND (2) #4x4'-0" ABOUT THE FREE END OF THE WALL.

13. LINTEL IS SIZE TO SPAN FULL WIDTH OF HOISTWAY FOR ELEVATOR INSTALL. COORDINATE LINTEL ELEVATION WITH SELECTED ELEVATOR.

14. ICC-500 RATED LOUVER - SEE MECHANICAL. NO PROTECTION PLATE REQUIRED. PROVIDE 'L2' BOND BEAM LINTEL OVER OPENING.

15. STEEL BEAM BEARS ON CMU WALL - SEE 8/S401 SIM.16. STEEL BEAM BEARING ON WALL IS A COLLECTOR - SEE

13/S400 FOR CONNECTION TO CMU.17. SEE 8/S500 FOR POST BEARING ON SLAB INFORMATION.18. OPENING FOR DUCTS THROUGH LID OF STORM

SHELTER. PROVIDE PROTECTION OF OPENINGS WITH PLATES - SEE 3/S002.

19. OPENING FOR DUCTS THROUGH THE WALL OF THE STORM SHELTER. PROVIDE AN 'L2' BOND BEAM LINTEL ABOVE OPENINGS. DUCTS ARE TO BE SPACED TO PROVIDE A MINIMUM OF 12" BETWEEN OPENINGS FOR REINFROCING AND GROUTING OF CMU CELLS. PROVIDE PROTECTION OF OPENINGS WITH PLATES - SEE 6/S002.

KEYNOTES:

1. 3 1/2" NORMAL WEIGHT CONCRETE SLAB ON 1 1/2" (18GA) COMPOSITE STEEL DECK, 2 SPAN MINIMUM. 5" TOTAL THICKNESS, REINFORCE SLAB WITH 6x6 - W2.1xW2.1 WWR. DECK BEARING ELEVATION (+13'-7"), UON.

2. 4 1/2" NORMAL WEIGHT CONCRETE SLAB ON 2" (18 GA) COMPOSITE STEEL DECK, 2 SPAN MINIMUM. 6" TOTAL THICKNESS, REINFORCE SLAB WITH #4 @ 12" OC CENTERED IN SLAB (EACH WAY). DECK BEARING EL (+13'-6").

3. 4 1/2" NORMAL WEIGHT CONCRETE SLAB ON 2" (18 GA) COMPOSITE STEEL DECK, 2 SPAN MINIMUM. 6" TOTAL THICKNESS, REINFORCE SLAB WITH #4 CENTERED IN SLAB @ 12" OC. DECK BEARING EL (+12'-0 1/2").

4. 1/4" CONTINUOUS BENT PLATE WITH 4" HORIZONTAL ALONG THE CMU WALLS. PROVIDE 16" DEEP BOND BEAM WITH (2) #5 CONT BETWEEN BEAM POCKETS. FASTEN BENT PLATE TO CMU WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS AT 12" OC WITH 4" EMBED - SEE 4/400.

5. HSS12x4x3/8 (LSH) EL (+14'-4"). WELD HSS MEMBERS TO COLUMNS WITH 1/4" FILLET WELD AROUND.

6. HSS12x4x3/8 (LSH) EL (+14'-4"). WELD HSS MEMBERS TO COLUMNS WITH 1/4" FILLET WELD AROUND. SEE 8/S200 AT SOUTH DOORS.

7. HSS12x6x3/8 (LSH) EL (+14'-6"). WELD HSS MEMBERS TO COLUMN WITH 1/4" FILLET WELD AROUND. SEE 12/S400 FOR CONNECTION TO MASONRY WALL.

8. HSS6x6x3/8 CANOPY BEAM.9. SEE 7/S501 FOR COLUMN SPLICE AND BASE

INFORMATION.10. 3/16"x4"x1'-4" (VWA) BENT PLATE ALONG EXTERIOR EDGE

OF PLATFORM WELDED TO EDGE OF DECK ANGLE WITH 1/4" FILLET WELD (4" MINIMUM). SEE ARCH FOR MORE INFORMATION.

#


A2 ADDENDUM #2 05/27/2022

A2

A2

A2

A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

167'-9"

10'-0" 19'-8" 12'-10 1/2" 28'-1 3/4" 39'-7" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6" 14'-6" 3'-6"

77

'-10

"

15

'-8

"1

0'-3 3

/4"

0'-6 1

/4"

12

'-1

0 1

/2"

13

'-0 3

/4"

0'-3 1

/2"

25

'-1 1

/2"

W10x12

W14x30W18x60

HSS5x5x1/4

HSS5x5x1/4

HSS5x

5x1/

4

HSS5x

5x1/

4

HSS5x

5x1/

4

HSS16x8x1/4 (LSV)

L3

L6

2

2 2 2

HSS5x

5x1/

4

C.9

A.10

HSS5x

5x1/

4

HSS5x5x1/4

4

11

L1

L1

EL ( 30'-6 5/8")

DECK BEARING

EL ( 24'-0 7/8")

DECK BEARING

L6

3

5

W12x14

W12x14

W12x14

W12x35

W18x86

W16x31 W16x31 W12x14

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

W12x26

HSS5x5x1/4

HSS5x

5x1/

4

W12x14

W12x14

W12x14

W12x14

W12x14

W16x31

1'-6 1/4"

2'-7 3/4"

6'-0" 4'-0" 6'-0" 4'-0" 5'-6" 4'-6" 6'-0" 4'-0"

4'-10 3/4" 2 EQ SP = 10'-0" 5 EQ SP = 25'-0" 6'-0 1/4"

18K

6 W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

10'-0"

S200

1

ML2

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

W12x14

L3

W14x61

L1

HSS5x

5x1/

4

HSS5x

5x1/

4

HSS5x

5x1/

4

OPEN

W12x26

S200

5

7 777 666

8 888

9

S500

9

S500

9

S500

10'-0"

L6

W8x24

10

11

13

RTU-24700 LB

RTU-14600 LB

12

12

9

____S114

1

5

S400

16

S401

W12x45

(+30'-0")

1515

15

15

15

15

15

15

15

15

17 17 17

TYP

5

S400

5

S400

5

S400

10

S400

4

S501

EO

D

6'-4

"7

7'-10

"

EO

D

4'-10

"

18K

6

18K

6

18K

6

18K

6

18K

6

18K

6

18K

6

18K

6

4

S114

16

S401

6

S200

L4

L6

1

S401

L3

L1

4'-0

"7

EQ

SP

= 3

9'-4

"4

'-0

"

W12x14

3

S114

1'-9"1'-9"

EO

D

0'-8

"

20

20

20

20

10'-0"

19

18

18

19

14

HSS4x4x1/4

11

S401

19

S114

5

26

26

23

21

25

8

S400

26 26 26 26

15

15

15

15

15

15

15

15

15

3

S4019

S501

23

25

24

24

(+33'-11 1/4")

16

3

S200

EOD3'-7 1/2"

EOD

3'-9"

EOD3'-7 1/2"

4

S200

22

UPPER ROOF AND SCREEN WALL PLAN

21

EOD0'-10"

20

20

EO

D

1'-4 1

/2"

8

S200

26

262626

1'-0 1/4"

27

HS

S4x4x1/4

1'-0

"

S502

1

33 3333

5

S400

29

17

S401

17

S401

28

7

S500

3'-5 3/4"

5'-2"

2

S401

3

S502ALT #3

3

S502ALT #3

(+3

3'-4

")29

30

31 31 31

32

31 31 31

32

31 31 31

32

31 31 31

32

A2 A2

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S113

ROOF FRAMING PLAN


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

NO R

HT

1/8" = 1'-0"

ROOF FRAMING PLAN1

NOTES:

1. SEE 6/S500 AND 6/S501 FOR TYPICAL SHEAR CONNECTION.

2. L# INDICATES LINTEL IN STRUCTURAL MASONRY WALL -SEE S111 FOR SCHEDULE.

3. FOR LINTEL IN NON-STRUCTURAL WALLS. SEE GENERAL NOTES FOR SCHEDULE.

4. PROVIDE ANGLE FRAMING AROUND OPENING AND UNDER BASE OF UNITS. PER 5/S500.

5. SEE ARCHITECTURAL AND FOUNDATION DRAWINGS FOR DIMENSIONS NOT GIVEN HERE.

6. GENERAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR IN SELECTED UNITS TO HAVE OPENINGS TO BE LOCATED BETWEEN FRAMING. FRAMING WAS DESIGN BASED ON EQUIPMENT SHOWN ON PLAN. NOTIFY STRUCTURAL ENGINEER IF ACTUAL EQUIPMENT BAY LOCATIONS AND WEIGHT VARY FROM WHAT IS SHOWN.

7. SEE 5/S501 FOR ATTACHEMENTS TO OPEN WEB BAR JOISTS.


0 1 2 3

PROJECT #



21005985.00

KEYNOTES:

1. 1 1/2" TYPE B (20GA) STEEL DECK, 2 SPAN MINIMUM. FASTENING = 36/4 (3) WITH HILTI X-ENP19 PAF AND #10 SIDELAP SCREWS. DECK BEARING EL (+28'-8") UON.

2. STEEL TRUSS. SEE S401.3. 1 1/2" TYPE B (20GA) STEEL DECK, 2 SPAN MINIMUM.

FASTENING = 36/4 (3) WITH HILTI X-ENP19 PAF AND #10 SIDELAP SCREWS. DECK BEARING EL (+18'-10")

4. 3" TONGUE AND GROOVE DOUGLAS FIR LARCH WOOD DECKING (ACTUAL THICKNESS 2 3/16") WITH 5/8" OSB SHEATING WOOD DECKING TO BE INSTALLED IN CONTINUOUS LAYOUT PATTERN. SEE S000 FOR MORE INFORMATION. DECK BEARING EL (+28'-8").ALTERNATE #3: 1 1/2" TYPE B (20GA) STEEL DECK, 2 SPAN MINIMUM. FASTENING = 36/4 (3) WITH HILTI X-ENP19 PAF AND #10 SIDELAP SCREW.

5. 5" TONGUE AND GROOVE DOUGLAS FIR LARCH WOOD DECKING (ACTUAL THICKNESS 3 21/32") IN RANDOM LENGTH CONTINUOUS CONFIGURATION. SEE S000 FOR MORE INFORMATION.

6. HSS6x6x1/2 WITH L4x4x3/8 ON BOTTOM WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS AT 16" OC WITH 4" EMBED. TOP OF TUBE EL (+20-0"). FIELD WELD TO COLUMNS WITH 1/4" FILLET WELD AROUND (CONTINUOUS WELD).

7. HSS6x6x1/2 WELD TO COLUMNS WITH 1/4" FILLET WELD AROUND FOR TRUSS BEARING.TOP OF STEEL EL (+20'-0").

8. HSS6x6x1/2 EL (+29'-2"), TOP OF STEEL FOR TRUSS BEARING. WELD HSS MEMBERS TO COLUMNS WITH 1/4" FILLET WELD AROUND.

9. BENT PLATE ALONG CMU WALL FOR BRICK SUPPORT -SEE 8/S400.

10. W8x24 HOIST BEAM. COORDINATE LOCATION AND ELEVATION WITH SELECTED ELEVATOR. SEE PLAN FOR TYPICAL BEAM BEARING.

11. CERTAIN ELEVATORS REQUIRE HSS5x5 SAFETY BEAM ALONG THE FRONT OF THE ELEVATOR. PROVIDE TYPICAL BEARING. COORDINATE NEED AND LOCATION WITH SELECTED ELEVATOR.

#

12. SIMPSON HDU4-SDS2.5 HOLDOWN HORIZONTAL WITH 5/8" Ø THREADED ROD (8" EMBED WITH HILTI HIT HY200) INTO CMU WALL AND FASTENED TO SIMPSON CMST COIL STRAP (16 GA) LAP TO THE WOOD DECKING. FOR 10'-0" AND FASTENED WITH 10d NAILS (EVERY HOLE).

13. HSS6x6x3/8 EL (+23'-5 3/8"). SEE 10/S401 FOR MORE INFORMATION.

14. HSS8x6x3/8 (LSV) EL (+24'-0"). SEE 9/S401 FOR MORE INFORMATION.ALTERNATE #3: NO WOOD NAILER ON MEMBERS. STEEL MEMBERS WILL BE AT DECK BEARING.

15. PROVIDE NAILER ON TOP OF STEEL BEAMS AND JOISTS FOR WOOD DECK BEARING. SEE 11/S501 FOR MORE INFORMATION.

16. 1/8" x 6" STRAP (Fy=36 KSI) ON TOP OF WOOD DECKING. FASTENED DIRECT TO WOOD DECK WITH (2) 1/4" SIMPSON SDS SCREWS @ 24" OC ALONG STRP AND (8) 1/4" SIMPSON SDS SCREWS (3" SPACING) AT EAST ENDS (2" EMBEDMENT). STRAPS ARE TO BE PULLED TIGHT AT INSTALL.

17. HSS8x6x3/8 (LSV) EL (+29'-7") AND HSS6x6x3/8 EL (+34'-0" ).18. WOOD NAILER AND STEEL TUBE ON TOP OF STEEL BEAM

FOR WOOD AND STEEL DECK BEARING. SEE 4/S501.19. 1/4" BENT PLATE FOR BRICK SUPPORT OFF TUBES

WITHIN PARAPET. SEE PLAN FOR VARIOUS CONNECTION DETAILS AND ARCHITECTURAL FOR MORE INFORMATION.

20. HSS8x4x5/16 (LSV) EL (+29'-7"). WELD TO SUPPORT TUBE WITH 1/4" FILLET WELD ALL AROUND.

21. PROVIDE LENTON WELDED COUPLER TO INTERIOR FACE OF TUBE WITH #7x5'-0" INTO A 8" BOND BEAM WITH (2) #5 IN THE PERPENDICULAR CMU WALL.

22. PROVIDE HSS6x6x1/4 ) ON BOTTOM OF HSS IN THE WEST WALL (WELD ALL AROUND WITH 1/4" FILLET WELD) FOR NORTH HSS TO CONNECT TO AT THE SPECIFIED LOWER ELEVATION. WELD NORTH TUBE TO LOWER PROJECTING TUBE WITH 4" OF 1/4" FILLET WELD EACH SIDE IN THE FIELD.

23. EDGE OF DECK ANGLE ALONG NORTH AND SOUTH WALL IS TO BE COPED TO FASTEN TO THE ANGLE FOR DECK BEARING ALONG THE NORT-SOUTH WALL. WELD BENT PLATE TO ANGLE WITH 3" 1/4" FILLET WELD ON HORIZONTAL LEG.

24. HSS5x5x3/8 CENTERED ABOUT THE FLUSH WITH INTERIOR FACE OF SCREEN WALL CMU ON EAST AND WEST WALLS THAT EXTENDS TO STEEL FRAMING IN THE CMU WALL ABOVE.

25. PROVIDE 8" OF BEARING ONTO CMU WALL. ADJUST BEARING PLATE LENGTH TO BE 1" BEYOND END OF BEAM.

26. SEE S114 FOR POST CONNECTION AT BEAM BEARING. 27. EXTEND BEAM BEARING PASS DUCT OPENING.

COORDINATE WITH MECHANICAL CONTRACTOR IF REQUIRED LENGTH DIFFERS. SEE 10/S501.

28. PL 1/4" x 10" x CONT OVER HSS TUBE. FLARE-BEVEL WELD PLATE TO HSS BEAM. SEE ARCH FOR MORE INFORMATION.

29. ALTERNATE #4: EXTEND HSS INTO CMU (8'-0 MIN) AND PROVIDE 3/4" Ø x 4" HEADED WELDED STUDS @ 16" OC INTO FULLLY GROUTED CMU (ALIGN WITH WALL REINFORCING).

30. PROVIDE 3/16" BENT PLATE WITH 1/4" FILLET WELD TO BACK PLATE. REFER TO ARCHTIECTURAL DRAWINGS FOR MORE INFORMATION ON SHAPE.

31. 1" Ø TIE RODS (ASTM A36) BETWEEN TOP AND BOTTOM CHORDS OF TRUSS ('X' CONFIGURATION) WITH #3 CLEVIS AND 1" Ø A325 BOLT TO PL1/2"x4"X0'-6" TALL PLATE AT TRUSS CHORDS. WELD PLATES WITH FULL HEIGHT 1/4" FILLET WELD EACH SIDE OF PLATE. PROVIDE TURNBUCKLE AND TENSION RODS. THESE RODS ARE FOR UPLIFT AND GENERAL STABILITY. CONTRACTOR TO PROVIDE ERECTION BRACING AS REQUIRED.

32. L4x4x3/8x4'-0" VERTICAL WITH (3) 5/8" Ø HILTI KWIK BOLT 3 ANCHORS @ 14" OC IN VERTICAL LONG SLOTTED HOLES WITH 4" EMBEDMENT WITH L4x4x3/8 FIELD WELDED TO ANGLE ALONG WALL AND TOP AND BOTTOM CHORDS (ALIGN WITH TOP AND BOTTOM OF RESPECTIVE MEMBERS) WITH 1/4" FILLET WELD.

33. 1/2" BENT PLATE OVER JOIST BEARING ON BEAM WITH (4) 1" Ø A325 BOLTS. SEE 3/S114 SIM.


A2 ADDENDUM #2 05/27/2022

0'-3

"

TOP OR BOTTOM CHORD MEMBER - SEE 1/S200

VERTICAL MEMBER SEE 1/S200DIAGONAL MEMBER

SEE 1/S200, TYP

CJPWORKPOINT

A2

AF

SEE PLAN

STEEL BEAM SEE PLAN

STEEL BEAM SEE PLAN

STEEL COLUMN SEE PLAN

3' -9

"

HSS4x4x3/8HSS4x4x3/8

HSS4x4x3/8




HSS4x4x1/2

HSS8x6x1/2 (LSH)W/ NAILER

HSS8x6x1/2 (LSH)HSS4x4x3/8 , TYP

HSS12x8x1/2 (LSV)

HSS12x8x1/2 (LSV)

____S200

3

EL (SEE PLAN)

T.O. STEEL ____S200

4

____S200

2

OU

TS

IDE

TO

O

UT

SID

E

7'-8 1/2"

TYP

7'-9 1/2"

TYP

NOTES:1. TRUSS IS TO BE CAMBERED 1 1/2" AT CENTER OF CLEAR SPAN. 2. SHOP SPLICE TRUSS CHORD MEMBERS WITH COMPLETE JOINT PENETRATION GROOVE

WELD LOCATED A MININUM 1'-6" FROM WEB INTERSECTION. GRIND WELDS SMOOTH.

A2

A2

E D C B AF

OPEN

OPEN

OPEN

OPEN OPEN

OPEN

STEEL LINTEL SEE PLAN



MASONRY LINTEL SEE PLAN



SEE 1/S400

NOTES:1. TYPICAL WALL REINFORCEMENT NOT SHOWN FOR CLARITY.2. STEEL TUBES ARE PLACED NEAR OR AT TOP OF WALL FOR LATERAL BRACING OF THE WALL IN THE

FINAL INSTALLED STATE. CONTRACTOR TO PROVIDE/DESIGN ALL TEMPORARY BRACING OF WALL FOR CONSTRUCTION. DO NOT BRACE TO STEEL OR DECK.

SEE 1/S400 (2) #5 (2) #5(2) #5

HSS WIND GIRT-SEE PLAN

HSS WIND GIRT-SEE PLAN(NOTE 2)

SUSPENDED LINTEL

14

S401

BOND BEAMS ARE TO STAIR STEP WITH WOOD DECK AND BRICK RELEIF BENT PLATE

WOOD DECK SEE PLAN

OPEN

(NOTE 2)

BRICK VENEERSEE ARCH

WOOD DECK - SEE PLAN16" BOND BEAM WITH (2) #5 CONT

1/4" BENT PLATE x CONT WITH VERTICALLY SLOTTED HOLES AND 5/8"Ø HILTI KWIK BOLT 3 AT 16" OC (4" EMBED) VERTICALLY LONG SLOTTED HOLES

WOOD NAILER (FULL WIDTH OF TOP CHORD/ANGLE)SEE 11/S501, TYP

TOP CHORD AT TRUSSSEE 1/S502

1/2" BENT PLATE WITH 5/8"Ø HILTI KWIK BOLT 3 @ 12" OC WITH 4" EMBEDMENT - SEE ARCHITECTURAL PLAN FOR GEOMETRY OF STEPPED PLATES (3 ANCHORS MIN)

0'-4"

VERTICAL WALL REINFORCING THROUGH BOND BEAMS

SEE ARCH

0'-0 1/2"

THAT STAIR STEPS WITH BENT PLATE. PROVIDE LAPPING DOWELS BETWEEN STEPS

STRAP - SEE PLAN

0'-4

"

PL1/4" x 8" x 2'-0" WITH (3) 5/8" Ø THREADED RODS (8" SPACING) INTO ANGLE BELOW NAILER AT INTERSECTING STRAPS ON WOOD DECK

0'-4

"

GA 4

STRAP TOPLATE

NOTE:1. INSTALL BENT PLATE IN GROUTED CELLS IN STEPPED

CONFIGURATIONS AS SHOWN IN ARCHITECTURAL SET.

-

WOOD DECK - SEE PLAN

1 3/4" x 5 1/2" LVL OVER THE WOOD DECK AT OVERHANG WITH (2) 1/4" SCREWS THROUGH LVL INTO WOOD DECK AT 12" OC

WOOD NAILER

1/2" THREAD ROD AT 12" OC WELDED TO CENTER OF HSS

EOD - SEE PLAN

(2) PL3/4"x1'-2" x 1'-4" WITH (6) 3/4" Ø A325 BOLTS WITH 1/2" THERMAL SHIM BETWEEN

HSS12x8x1/2(LSV)

HSS8x6x1/2 VERTICAL

STEEL BEAM SEE PLAN

5/16 9

EACH SIDE OFPLATE

STEEL COLUMN WITH 1/4" CAP PLATESEE PLAN (BEYOND)

5/16typ

EL (SEE PLAN)

T.O. STEEL

0'-11"

0'-1 1

/2"

0'-3

"

EQ

EQ

5/16

5/16 1/2" CAP PLATE. SET CAP PLATE 1/2" ABOVE OUTRIGGER

MIN

1'-2"

MIN

0'-9

"

CL BRACE

(2) 3/4" Ø ERECTION BOLTS

HSS MEMBER - SEE 1/S200

3/8

3/8

HSS MEMBER - SEE 1/S200

GUSSET PL3/4"

____S200

7SIM: OPP

0'-6"

0'-3

"

A2

EL (SEE PLAN)

T.O. STEEL

WOOD DECK SEE PLAN

1 3/4" x 5 1/2" LVL OVER THE WOOD DECK AT OVERHANG WITH (2) 1/4" SCREWS THROUGH LVL INTO WOOD DECK AT 12" OC

WOOD NAILER

1/2" THREAD ROD AT 12" OC WELDED TO CENTER OF HSS

(2) PL3/4"x1'-2" x 1'-4" WITH (6) 3/4" Ø A325 BOLTS WITH 1/2" THERMAL SHIM BETWEEN

HSS12x8x1/2(LSV)

HSS8x6x1/2 VERTICAL

STEEL BEAM SEE PLAN

3/8

STEEL COLUMN SEE PLAN (BEYOND)

5/16

5/16

5/16

0'-1 1

/2"

EQ

EQ

0'-3

"

-

VWA

0'-11"

1/2" CAP PLATE. SET CAP PLATE 1/2" ABOVE OUTRIGGER

HSS MEMBERSEE 1/S200

MIN

1'-2"

MIN

0'-9

"

TY

P

0'-1

"

GUSSETPL3/4"

HSS MEMBERSEE 1/S200

3/8

5/16 9

EACH SIDE OFPLATE, TYP

(2) 3/4" Ø ERECTION BOLTS

CL BRACE

____S200

7

0'-6"

1/4" CAP PLATE SEAL WELD ALL AROUND WITH WELDS GROUND SMOOTH

VWA0'-3"

NOTE:1. CONFIRM PLATE DIMENSIONS AND DETAILING WITH

ARCHITECTURAL DRAWINGS.

AT SIM: SEE DETAIL 3/S200 FOR FRAMING SLOPE

0'-1"

CURTAIN WALL SEE ARCH

1'-4" VWA

EL (SEE PLAN)

T.O. STEEL

STEEL BEAM SEE PLANPL3/8" CONT BENT PLATE FOR

CURTAIN WALL SUPPORT

3/16 2@12

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S200

ELEVATIONS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

1 1/2" = 1'-0"

ENLARGED CONNECTION DETAIL2

1/4" = 1'-0"

APPARATUS BAY TRUSS ELEVATION1

1/8" = 1'-0"

WALL ELEVATION5


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

WOOD DECK DETAIL6

3/4" = 1'-0"

OVERHANG DETAIL3 3/4" = 1'-0"

OVERHANG DETAIL4

3/4" = 1'-0"

CONNECTION DETAIL7 1 1/2" = 1'-0"

HEADER DETAIL8


A2 ADDENDUM #2 05/27/2022A2

DOWELS - SIZE AND SPACING TO MATCH VERTICAL CMU WALL REINFORCING. CENTER DOWEL IN CMU

DEPRESS TOP OF WALL 8" NOMINAL AT DOORS. STOP HORIZONTAL AND VERTICAL REINFORCING INTERRUPTED AT THE DEPRESSION

REINFORCING - SEE WALL SCHEDULE

SLAB ON GRADESEE TYPICAL DETAILS

1/2" EXPANSIONJOINT MATERIAL

FOOTING REINFORCEMENT SEE PLAN

EL (SEE PLAN)

T.O. SLAB

EL (SEE PLAN)

T.O. FOOTING

APPROXIMATE GRADE

CMU WALL - SEE PLAN

NOTE:

1. FOR HEIGHTS EXCEEDING 4'-0", EACH SIDE OF THE WALL SHALL BE BACKFILLED AT THE SAME TIME.

LE

NG

TH

DE

VE

LO

PM

EN

T

GE

NE

RA

L N

OT

ES

LA

P S

PL

ICE

PE

R

SE

E P

LA

N

3" CLR

3"

CLR

TYP1 1/2" CLR,

SEE PLAN

THICKNESSSEE PLAN

VW

A0

'-8

"

VWA

0'-8 1/2"

VENEER - SEE ARCH

NOTE:

1. SEE ARCHITECTURAL DRAWINGS FOR EXACT STOOP LAYOUT AND LOCATIONS.

#4 @ 12" OC, EACH WAY CENTERED

6" FREE DRAININGMATERIAL - SEE SPECIFICATIONS

4" EXTRUDED POLY-STYRENE INSULATION (ASTM C578) ALL SIDES AND ABOVE

FOUNDATION WALL SEE PLAN

SLAB ON GRADE SEE TYPICAL DETAILS

1/2" EXPANSION JOINT MATERIAL#4 DOWELS x

@ 12" OC, TYP

6" CONCRETE SLAB WITH #4 @ 12" OC, EACH WAY, CENTERED IN THE SLAB THICKNESS

4'-0"

MIN

8"

VARIES - SEE ARCH

EL (SEE PLAN)

T.O. SLAB

SLOPE AT 1/8" PER FOOT OR AS INDICATED ON SITE PLAN

SMOOTH TROWEL FINISH

8"

2'-0"

1'-6"

8"

WATERSTOP - SEESPECIFICATIONS, TYP

NOTE:

1. SEE ARCHITECTURAL DRAWINGS FOR PIT LADDER.

L4x4x3/8 STEEL ANGLE. VERIFY ANGLE SIZE WITH ELEVATOR SUPPLIER

1/2"Ø HILTI KWIK BOLT TZ @ 24" OC WITH 3 5/8" EMBEDMENT

WALL REINFORCINGSEE SCHEDULE

#5 @ 12" OC, EACH WAY, T&B

VE

RIF

Y W

ITH

ELE

VA

TO

R S

UP

PLIE

RA

DJU

ST

BO

TT

OM

OF

PIT

AC

CO

RD

ING

LY

8" SEE PLAN

PLAN

SEE3"

CLR

STANDARD HOOK, TYP

DOWELS - SIZE AND SPACING TO MATCH CMU WALL SIZE AND SPACING. CENTER DOWEL IN CMU

2"

CLR

1'-0

"

0'-8

"

BOND BREAKER

CLR3"

GE

NE

RA

L N

OT

ES

LA

P S

PL

ICE

PE

R

LE

NG

TH

DE

VE

LO

PM

EN

T

PLAN

SEE

MASONRY WALL SEE PLAN

1'-0" 1'-0"

#5 @ 12" OC, EACH WAY, T&B

NOTE:

1. COORDINATE LOCATION OF SUMP WITH ELEVATOR SUPPLIER TO AVOID ELEVATOR COMPONENTS AND ACCESS AREA.

1'-0"

3/16" REMOVABLE GALVANIZED CHECKERED PL WITH HOLES FOR UTILITIES

L2x2x3/16 FRAME WITH (2) 1/2"Ø x 4" HEADED STUDSEA SIDE. MITER AND WELDANGLE CORNERS & GALV

1/2"Ø HILTI KWIK BOLT TZ @ 12" OC WITH 3 5/8" EMBEDMENT

#5 @ 12" OC, EACH WAY

#5 @ 12" OC, EACH WAY

VERIFY WITH MANUF

2'-0"8" 1'-4"

8"

1'-0"

VE

RIF

Y W

ITH

MA

NU

F

2'-0

"

DOWELS - SIZE AND SPACING TO MATCH CMU WALL SIZE AND SPACING. CENTER DOWEL IN CMU

GE

NE

RA

L N

OT

ES

LA

P S

PL

ICE

PE

R

PLAN

SEE

MASONRY WALL SEE PLAN

LE

NG

TH

DE

VE

LO

PM

EN

T

WALL REINFORCINGSEE SCHEDULE

3"

CLR

1'-0"

SLAB ON GRADE SEE TYPICAL DETAILSTRENCH DRAIN - SEE

PLUMBING DRAWINGS

WITH TRENCH DRAIN1'-6" MIN, COORDINATE

THICKEN SLAB AROUND TRENCH DRAIN TO PROVIDE MINIMUM OF 6" CONCRETE AROUND ALL SIDES

6" THICK MUD SLAB TO SUPPORT TRENCH DRAIN DURING SLAB POUR

#4 @ 18" OC

(6) #4 CONTINUOUS

#4 @ 18" OC

(2) #5 BARS

1

3

CMU WALL - SEE ARCH


NOTE:

1. TO BE USED AT INTERIOR, NON-STRUCTURAL WALLS BRACED AT TOP OF THE WALL.

t

SE

E P

LA

NT

HIC

KN

ES

S (

t)

3"

CLR

1'-6"

REINFORCING - SEE WALL SCHEDULE

FOOTING REINFORCEMENT SEE PLAN

EL (SEE PLAN)

T.O. FOOTING

SE

E P

LA

N3" CLR

3"

CLR

SEE PLAN

DOWELS TO MATCH VERTICAL REINF SIZE AND SPACING


CMU WALL - SOLID GROUT ALL CELLS. SEE PLAN FOR REINFORCING

EQ EQ

PE

R G

EN

ER

AL N

OT

ES

LA

P S

PL

ICE

EL (SEE PLAN)

T.O. FOOTING

LA

P S

PL

ICE

1/2" EXPANSION JOINT

ALTERNATE DOWEL ENDS

A2

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S301

FOUNDATION DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

3/4" = 1'-0"

TYPICAL PERIMETER FROST WALL1 3/4" = 1'-0"

TYPICAL STOOP DETAIL2 3/4" = 1'-0"

ELEVATOR PIT DETAIL3 3/4" = 1'-0"

SUMP PIT DETAIL4

3/4" = 1'-0"

TRENCH DRAIN DETAIL5 3/4" = 1'-0"

NON-STRUCTURALCMU WALL DETAIL

6


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

INTERIOR CMU WALLFOUNDATION AT SHELTER

7


A2 ADDENDUM #2 05/27/2022

SEE NOTE 2

SEE NOTE 2

CONT JOINT REINF @ 16" OC

LINTEL - SEE PLAN

(2) VERTICAL WALL BARS FOR FULL HEIGHT OF WALL

(1) VERTICAL WALL BARS TO UNDERSIDE OF LINTEL

WALL REINFSEE PLAN

SECTION A

BAR TO MATCH TYP VERT WALL REINF OR AS SPECIFIED FOR SHEAR WALL END BARS

WALL CORNER OR END

CONTROL AND/OR CONSTRUCTION JOINT

NOTES:

1. SEE ARCH ELEVATIONS FOR CONTROL JOINT LOCATIONS. 2. TWO COURSES OF JOINT REINF ARE REQUIRED ABOVE THE LINTEL AND BELOW THE SILL AND SHALL EXTEND

A MIN OF 24 INCHES PAST THE OPENING.

OPEN

A

A2

(2) VERT BARS, SEE SCHED

(4) #6 VERT BARS

SEE SCHED, TYPLAP SPLICE

BREAK SHELL FOR FLOW OF GROUT

OPEN END BLOCK

INTERSECTION BARS SHALL MATCH HORIZ WALL OR BOND BEAM REINF

INTERSECTION CORNER

NOTES:

1. BOND BEAM SHOWN. PROVIDE DUR-O-WALL ELSEWHERE AS MENTIONED.

SLAB ON STEEL DECK SEE PLAN

L5x5x3/8 x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 24" OC WITH 4" MIN EMBED

BOND BEAM WITH (2) #5 CONT

EL (SEE PLAN)

T.O. SLAB

CMU WALL SEE PLAN

HSA @ 12" OC, TYP

0'-2

"

STEEL DECK - SEE PLAN

STEEL BEAM - SEE PLAN

PL3/8"x7" x (bf + 1") WITH (2) 1/2"Ø x 4" HSA

BOND BEAM WITH(2) #5 CONT

CMU WALL SEE PLAN

(2) 3/4"Ø NELSON CJL REDUCED-BASE THREADED STUD ANCHORS. PROVIDE LSL HOLES IN BEAM FLANGE PARALLEL TO WEB

INFILL BEAM POCKET AFTER BEAM IS INSTALLED

0'-4" MIN BEARING

IN SHADED AREA, FILL ALL CORES IN WALL WITH GROUT. MIN AT CORNER CONDITION: 1'-4", EACH WAY

2'-0

" U

ON

BO

ND

BE

AM

1'-4" MIN1'-4" MIN

SECTION A

A1/4" CONT BENT PLATE WITH SPLICES BUT WELDED TOGETHER

NOTE:1. PROVIDE NAILER UNDER WOOD DECK FOR WOOD DECK BEARING CONDITIONS.

EL (SEE ARCH)

T.O. OPENING

BOND BEAMSEE SCHED

GROUT LINTEL BEAM FULL DEPTH 'D' IN ONE CONT POUR

NOTES:

1. SEE ARCH DRAWINGS FOR INSULATION, THROUGH-WALL FLASHING, AND WEEP HOLES.

2. SHORE UNTIL GROUT FOR LINTEL HAS REACHED ITS SPECIFIED STRENGTH.

CMU WALL SEE PLAN

CLADDINGSEE ARCH

'D'

0'-0 1/2"

3/8" CONT BENT PLATE (GALV) WITH 5/8" Ø HILTI KWIK BOLT 3 ANCHORS @ 16" OC WITH 4" EMBEDMENT. INSTALL IN GROUTED CELLS

0'-2

"0

'-4

"

A2

A2

A2

8"EL (SEE ARCH)

T.O. OPENING

GROUT LINTEL BEAM FULL DEPTH 'D' IN ONE CONT POUR

BOND BEAM SEE SCHED

NOTE:

1. SHORE UNTIL GROUT FOR LINTEL HAS REACHED ITS SPECIFIED STRENGTH.

CMU WALL SEE PLAN

'D'



PL3/8"x7" x (bf + 1") WITH (2) 1/2"Ø x 4" HSAAT SIM: PL3/4"x7"x(Bf+1")


CMU WALL SEE PLAN



0'-4" MIN BEARING

IN SHADED AREA, FILL ALL CORES IN WALL WITH GROUT. MIN AT CORNER CONDITION: 1'-4", EACH WAY

2'-0

" U

ON

BO

ND

BE

AM

1'-4" MIN1'-4" MIN

SECTION A

A 1/4" CONT BENT PLATE WITH SPLICES BUT WELDED TOGETHER4"

STEEL TUBE SEE PLAN

EL (SEE PLAN)

T.O. WALL

3/8" CONT BENT PLATE (GALV) WITH 5/8" Ø HILTI KWIK BOLT 3 ANCHORS @ 16" OC WITH 4" EMBEDMENT. INSTALL IN GROUTED CELLS


STEEL DECK SEE PLAN

STEEL BEAM SEE PLAN

3/4" Ø x 4" HEADED WELDED STUDS @ 16" OC

4"6"

CMU WALL SEE PLAN

1/2" THERMAL SHIM

0'-0 1/2"

ARCH

SEE

3/4"Ø x 4" HEADED WELDEDSTUDS @ 16" OC

NOTE:

1. CONTRACTOR OPTION'S TO PLACE THE WIND GIRT ON TOP OF THE WALL OR IN THE INSIDE WALL.

1/4 2@12

PL 5/16" x 1'-0" x CONT


EL (SEE PLAN)

T.O. STEEL



EL (SEE PLAN)

T.O. STEEL

STEE BEAM - SEE PLAN

SEE 3/S501FOR MORE INFORMATION


CONCRETE WALL

(2) #5

#5 x 1'-2" DOWEL @ 12" OC WITH 2" EMBED INTO COMPOSITE DECKWITH HILTI HIT-HY 200

1/2" Ø X 2" HSA @ 16" OC

VWA

1'-1 1/2"

A2

A2

A2

EL (SEE PLAN)

DECK BEARING

STEEL DECK SEE PLAN

L4x4x1/4 (GALV) x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 32" OC WITH 4" EMBEDMENT

16" BOND BEAM WITH (2) #5 CONT

CMU WALL SEE PLAN

STEEL DECK SEE PLAN

L4x4x1/4 (GALV) x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 32" OC WITH 4" EMBEDMENT

EL (SEE PLAN)

DECK BEARING

EL (SEE ARCH)

T.O. OPENING

SOAPS AS REQUIRED

CONT PLATESEE SCHED

WIDE FLANGE STEEL LINTEL SEE SCHED

EQ EQ

SEE ARCH

NOTE:

1. SEE ARCH DRAWINGS FOR INSULATION, THROUGH-WALL FLASHING, AND WEEP HOLES.

0'-0 1/2" 0'-0 1/2"


CMU WALL SEE PLAN

CLADDINGSEE ARCH

3/16 3-12

3/16 3-12

1/2"x0'-6" HEADED WELDED STUDS AT 16" OC AT SIM

L6x4x3/8 x 1'-0" WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 8" OC WITH 4" EMBEDMENT TOP AND BOTTOM


CMU WALL SEE PLAN

STEEL TUBESEE PLAN STEEL BEAM - SEE PLAN

PL3/8"x7" x (bf + 1") WITH (2) 1/2"Ø x 4" HSA


CMU WALL - SEE PLAN


0'-8" MIN BEARING

NOTE:

1. BEAM CENTERLINE TO BE LOCATED AT WALL CENTERLINE, UON ON PLANS.

L6x4x5/16 (LLV) WITH (4) 5/8"Ø HILTI BOLT KWIK BOLT 3 @ 8" OC WITH 4" EMBED

0'-6"1/4 2

MIN

1'-0"

0'-1 1/2"

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S400

MASONRY DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

3/4" = 1'-0"

TYPICAL CMU WALL OPENING DETAIL1

3/4" = 1'-0"

BOND BEAM INTERSECTION DETAILS2

3/4" = 1'-0"

SLAB ON DECKBEARING AT CMU WALL

3

3/4" = 1'-0"

TYPICAL BEAM BEARING ON CMU5

3/4" = 1'-0"

BOND BEAM LINTEL DETAIL6 3/4" = 1'-0"

BOND BEAM LINTEL DETAIL7

3/4" = 1'-0"

TYPICAL BEAM BEARING ON CMU4

3/4" = 1'-0"

WIND GIRT AT MASONRY DETAIL8 3/4" = 1'-0"

FRAMING AT SHELTER DETAIL9


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

ROOF DECKBEARING AT CMU WALL

10 3/4" = 1'-0"

WIDE FLANGE LINTEL DETAIL11 3/4" = 1'-0"

TUBE TO CMU DETAIL12 3/4" = 1'-0"

COLLECTORBEAM BEARING ON CMU

13


A2 ADDENDUM #2 05/27/2022

EL (SEE PLAN)

DECK BEARING

STEEL DECK SEE PLAN

5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 16" OC WITH 4" EMBEDMENT

BOND BEAM WITH (2) #5 CONTFULLY GROUT

PARAPET

CMU WALL SEE PLAN

L6x4x5/16 x CONT (LLV)

STEEL BEAM SEE PLAN

L4x4x1/4 x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 16" OC WITH 4" EMBEDMENT

0'-2

"

0'-4

"

STEEL DECK SEE PLAN


PL1/4"x7" x CONT WITH 1/2"Ø x 4" LONG HEADED STUDS @ 16" OC

NOTE:

1. CONTRACTOR TO COORDINATE ACCESS HOLE FOR GROUT POUR WITH ENGINEER.

CMU WALL - SEE PLAN

PER GENERALNOTES

PL1/4"x6" x 0'-6" WITH (2) 1/2"Ø x 4" HSA


STEEL JOIST SEE PLAN

L3x3x1/4 x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 24" OC WITH 4" EMBED. INSTALL IN GROUTED CELLS

CMU WALL - SEE PLAN 3/16 2


WOOD NAILER SEE 11/S501

NOTE:1. FOR ALTERNATE #3, WOOD DECK AND NAILER NOT PRESENT. STEEL

DECK IN PLACE.



EL (SEE PLAN)

T.O. SLAB

CMU WALL SEE PLAN

-

STEEL BEAM SEE PLAN

CONCRETE SLAB ON DECK SEE PLAN

SEE PLANEOS

EXP JT

CONTRACTOR TO PROVIDE LIGHT GAUGE POUR STOP OF OTHER MEANS TO CREATE SEPARATION BETWEEN MAIN FLOOR AND SHELTER SLAB

LA

P S

PL

ICE

PL3/8"x6"xCONT WITH 3/4"x4" HEADED WELDED STUDS AT 16" OC AND WELDED LENTON REBAR COUPLER WITH #5 AT 16" OC



EL (SEE PLAN)

T.O. SLAB

CMU WALL SEE PLAN

-

STEEL BEAM SEE PLAN


SEE PLANEOS

EXP JT


LA

P S

PL

ICE

0'-1

"

#4 x 6'-0" WITH 180 DEGREE STANDARD HOOK AT TOP OF SLAB @ 12" OC LAP WITH SLAB REINF - SEE PLAN

SHORE DECK UNTIL CONCRETE REACHES 75% OF DESIGN STRENGTH


A2



EL (SEE PLAN)

T.O. SLAB

CMU WALL SEE PLAN

CONTRACTOR TO PROVIDE LIGHT GAUGE POUR STOP OR OTHER MEANS TO CREATE EDGE OF SLAB

LA

P S

PL

ICE

DO NOT DOWEL UPPER WALL INTO SLAB



PL1/2"x6"x1'-0" BEARING PLATE WITH (2) WELDED LENTON REBAR COUPLER WITH (2) #7 LAP WITH VERTICAL WALL REINFORCING (NOTE 2 AT SIM)


CMU WALL SEE PLAN

(2) 3/4"Ø NELSON CJL REDUCED-BASE THREADED STUD ANCHORS. PROVIDE LSL HOLES IN BEAM FLANGE PARALLEL TO WEB (NOTE 2 AT SIM)

EL (SEE PLAN)

T.O. SLAB

NOTES:1. BLOCKOUT IN MASONRY WALL IS TO BE LIMITED TO 1'-0" WIDE.2. AT SIM PROVIDE 1"x6"x1'-0" BEARING PLATE WITH (2) WELDED

LENTON REBAR COUPLER WITH (2) #7 LAPPED WITH VERTICAL WALL REINFORCING. FIELD WELD BEAM TO BEARING PLATE WITH 4" 1/4" FILLET WELD, EACH SIDE.

3. CMU IS NOT SHOWN ABOVE IN THE SLAB. DO NOT DOWEL UPPER WALL REINFORCING INTO CONCRETE.

CONCRETE SLAB ON DECK - SEE PLAN, TYP

CONTRACTOR TO PROVIDE LIGHT GAUGE POUR STOP OF OTHER MEANS TO CREATE EDGE OF SLAB

INFILL BEAM POCKET WITH CONCRETE TIGHT TO BEAM AND ADJACENT MASONRY

1/2" STIFFENER PLATE, EACH SIDE

(2) 1/2"Ø x 2 1/2" HEADED WELDED EACH SIDE FOR CONCRETE INFILL


PL1/2"x6" x 1'-0" WITH (2) WELDED LENTON REBAR COUPLER WITH (2) #7 LAP WITH VERTICAL WALL REINFORCING


CMU WALL SEE PLAN


EL (SEE PLAN)

T.O. SLAB

NOTES:

1. BLOCKOUT IN MASONRY WALL IS TO BE LIMITED TO 1'-0" WIDE.

CONCRETE SLAB ON DECK - SEE PLAN, TYP


INFILL BEAM POCKET WITH CONCRETE TIGHT TO BEAM AND ADJACENT MASONRY

1/2" STIFFENER PLATE, EACH SIDE

-

STEEL BEAM SEE PLAN


SEE PLANEOS

EXP JT


A2

A2

A2

1 1/2" SOAPS(INSIDE)

BOND BEAMWITH (2) #5 CONT, TYP

CMU WALLSEE PLAN

STEEL TUBE (GALV)SEE PLAN

EL (SEE PLAN)

T.O. STEEL

1/2"Ø x 6" @ 12" OC HSA

TYP

EL (SEE PLAN)

T.O. STEEL


STEEL TUBESEE PLAN

CMU WALLSEE PLAN

16" BOND BEAM

3/16 2@12 EL (SEE PLAN)

DECK BEARING

WOOD DECK SEE PLAN



FULLY GROUT PARAPET

CMU WALL SEE PLAN

WOOD NAILER

1/4" BENT PLATE x CONT (GALV) WITH 5/8" Ø HILTI KWIK BOLT 3 @ 12" OC WITH 4" EMBEDMENT (3 ANCHORS MIN) (4" EMBED)

CMU WALLSEE PLAN



ARCH

SEE

0'-0 1/2"

STEEL BEAM SEE PLAN

HSS4x4x1/4 HANGER

1 1/2" SOAPS

EL (SEE ARCH)

T.O. OPENING

3/8" STIFFENER PLATE, EACH SIDESEE 8/S501

3/16

STEEL TUBE - SEE PLAN

3/8" BEARING PLATE

1/2" CAP PLATE5/8" Ø x 1'-0" NELSON D2L DBA ANCHOR

3/16

3/16

0'-0 1/2"

1/2"Ø x 0'-4" HEADED WELDED STUDS AT 16" OC

STEEL BEAM SEE PLAN

COMPOSITE DECKSEE PLAN

COMPOSITE DECKSEE PLAN

STEEL BEAMSEE PLAN

L4x4x1/4 x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 32" OC WITH 3" EMBEDMENT 1/4" CONT BENT PLATE

WITH SPLICES BUT WELDED TOGETHER

SEE 4/S400 FOR MORE INFORMATION

CMU WALL SEE PLAN

NOTE:1. SLAB ANGLE ANCHORS TO BE STAGGERED AND 8" MIN FROM BEAM POCKET.

SOAPS AS REQUIREDWIDE FLANGE STEEL LINTEL - SEE SCHED

0'-0 1/2"0'-0 1/2"

CONT PLATESEE SCHED

EL (SEE ARCH)

T.O. OPENING


CMU WALL SEE PLAN

EQ EQ

ARCH

SEE

3/16 3-12

3/16 3-12


FULLY GROUT PARAPET

CMU WALL SEE PLAN

EL (SEE PLAN)

DECK BEARING

STEEL DECK SEE PLAN

L4x4x1/4 x CONT WITH 5/8"Ø HILTI KWIK BOLT 3 ANCHORS @ 32" OC WITH 4" EMBED


CMU WALL SEE PLAN

EL (SEE PLAN)

DECK BEARING

STEEL DECK - SEE PLAN


VWA0'-1"

PL3/8" CONT BENT PLATE (OVER WALLS AND WINDOWS)WITH 1/2" x0'-6" HEADED WELDED STUDS AT 8" OC INTO BOND BEAM

SHIM AS REQUIRED

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S401

MASONRY DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"


1 3/4" = 1'-0"

ROOF DECK BEARINGAT CMU WALL

2 3/4" = 1'-0"

TYPICAL ROOF JOIST BEARINGON EXTERIOR CMU WALL

3 3/4" = 1'-0"

SHELTER SLAB DETAIL4

3/4" = 1'-0"


3/4" = 1'-0"


3/4" = 1'-0"


3/4" = 1'-0"

SHELTER SLAB DETAIL7 3/4" = 1'-0"

EMBEDDEDWIND GIRT DETAIL

9

3/4" = 1'-0"

WIND GIRT DETAIL10 3/4" = 1'-0"

WOOD DECKBEARING AT CMU WALL

11 3/4" = 1'-0"

BRICK SUPPORT DETAIL12

3/4" = 1'-0"

HANGER DETAIL14

3/4" = 1'-0"

COMPOSITE DECKBEARING AT CMU DETAIL

13

3/4" = 1'-0"

WIDE FLANGE LINTEL DETAIL15 3/4" = 1'-0"


16 3/4" = 1'-0"

EDGE OF DECK DETAIL17


A2 ADDENDUM #2 05/27/2022

A2

A2

A2

'w'4 SIDES

MIN 3/4" NON-SHRINKGROUT

HEAVY HEX BOLT HEAD/NUT

BASE PLATE SEE SCHEDULE

3/4"Ø ANCHOR ROD WITH 9" EMBED, TYP(1"Ø ANCHOR ROD WITH 18" EMBED AT SIM)

PLAN

ELEVATION

'N'

'B'

EM

BE

D

0'-1 1/2" TYP

SINGLE STUD PER ROW

NOTES:

1. WHERE BEAM FLANGE THICKNESS IS LESS THAN 0.30", STUD ANCHOR MUST BE PLACED AT CENTER LINE OF BEAM.


DECK PERPENDICULAR TO BEAM

STEEL BEAMSTEEL BEAMSEE PLAN

WHERE STUD ANCHORSCAN BE OFF CL OF BM

TWO STUDS PER ROW

3/4"Ø x 5" HSA @ 4 1/2" OC MIN AND 24" OC MAX SEE PLANS AND NOTE 1. WHERE 1 1/2" SLAB DEPRESSION OCCURS OVER BEAM OR AT 4 3/4" THICK SLAB, USE 3/4"Ø x 3 1/2". AT 5 3/4" THICK SLAB, USE 3/4"Ø x 4"

0'-3" MIN JOINT

1ST POUR 2ND POUR 1ST POUR 2ND POUR


BEAM/GIRDER

#4 BAR x 6'-0" @ 12" OC CENTERED OVER BEAMS/GIRDERS FRAMING BETWEEN COLUMNS

DETAIL PARALLEL TO DECK SPAN

DETAIL PERPENDICULAR TO DECK SPAN

NOTE:

1. LOCATE JOINT MIN 6" TO MAX 1'-6" AWAY FROM GIRDER CENTERLINE.

NOTE:

1. LOCATE JOINT AT DECK MIDSPAN BETWEEN BEAMS.

PLAN

1'-0" MIN LAP LENGTHOF MESH, TYP

MESH AND REINF BARS (IF PRESENT) TO BE CONT THROUGH JOINT, TYP


STEEL BEAMSEE PLAN

GIRDER FILLER AS REQUIRED BY DECK SUPPLIER

NOTES:1. A STEEL GIRDER IS DEFINED AS A STEEL BEAM FRAMING BETWEEN

COLUMNS AND SUPPORTING OTHER BEAMS.2. SEE TYPICAL SHEAR STUD SPACING DETAIL FOR ADDITIONAL INFORMATION.

#4 BAR x 6'-0" LONG @ 12" OC CENTERED OVER GIRDER

3'-0" 3'-0"

CL

0'-0 3

/4"

0"

'L' (6'-0

" MAXIM

UM)

'L' (10'-0" MAXIMUM)

'L'

UP TO 1'-0" NONE

L4x4x1/41'-1" TO 4'-6"

L4x4x5/164'-7" TO 6'-0"

L6x4x3/8 (LLV)8'-1" TO 10'-0"

ANGLE 'A' ANGLE 'B'

L4x4x1/4

NONE

ANGLE 'A'

ANGLE 'B'

L4x4x1/4

-

6'-1" TO 8'-0" L4x4x3/8 -

WELD ENDS OF ANGLES TOROOF FRAMING, TYP - COPE VERTICAL AS REQUIRED

3/16TYP

NOTES:

1. SEE ARCHI AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS.

2. ROOF OPENING FRAMING NOT REQUIRED AT SIDE DISCHARGE ROOF DRAINS. COORDINATE WITH MECHANICAL CONTRACTOR.

GRAVITY BEAM CONNECTION SCHEDULE

BEAM SIZE

PL THICK PL WELD (1)

NO. OFBOLTS (2) (3)

CONNECTION WITH 3/4"Ø BOLTS REMARKS

'w'

'w' SEE SCHEDFOR SIZE

2 1/2" MAX 0'-1 1/2" TYP

COPE BEAM FLANGES AS REQUIRED

BEAMWHERE SHOWN ON PLAN

CONNECTION PLATE SEE SCHED

STEEL GIRDERSEE PLAN

STEEL BEAM SEE PLAN

TY

P

0'-1 1

/2"

TY

P

0'-3

"

('n') 3/4"Ø A325 BOLTS

NOTES:

1. WHERE NUMBER OF BOLTS NOTED IN SCHED CANNOT BE IN A SINGLE ROW, ADD SECOND ROW WITH TWO BOLTS MINIMUM.

2. BOLT SIZE AND QUANTITY SHALL BE TYP FOR ALL CONDITIONS UNLESS DETAILED OTHERWISE.

W10 1/4" 3/16"2

W12, W14 1/4"3

W16 5/16"4

W18 5/16"5

W24, W27 3/8" 1/4"7

W21 5/16"6

3/16"

1/4"

1/4"

1/4"

BP1

BASE PLATE SCHEDULE TAG PLATE SIZE ('t'x'B'x'N')

BP2

3/4"x12" x 1'-0" 3/16

WELD ('w')

1 1/4"x12" x 1'-0" 3/16

BP3 3/4"x12" x 1'-6" 3/16

NOTE:

1. PROVIDE OVERSIZED HOLES AND WASHERS PER AISC TABLE 14-2.

RAILING BY OTHERS

HSS4x4x3/16AT 5'-0" OC


3/16

LA

P S

PL

ICE

ARCHSEE

VW

A

1'-6

"

BOLTED CONNECTION BY GUARDRAIL MANUFACTURER

SEE 7/S501 FOR CONNECTION

CURTAIN WALLSEE ARCH

3/162@12

STEEL BEAMSEE PLAN

1/4" BENT PLATE SEE ARCH FOR MORE INFORMATION

WOOD NAILERSEE 11/S501


EL (SEE PLAN)

DECK BEARING

-

VW

A

0'-4

"

VWA

0'-9"

SEE PLAN

EOD

3/16


EL (SEE PLAN)

T.O. SLAB

CMU WALL SEE PLAN

SLAB ON STEEL DECKSEE PLAN

CONTRACTOR TO PROVIDE LIGHT GAUGE POUR STOP OR OTHER MEANS TO CREATE EDGE OF SLAB

HSS POSTSEE PLAN

APL 3/4" WITH (4) 5/8"Ø KWIK BOLT TZ EXPANSION ANCHOR

1'-0

"

SECTION A

TY

P

0'-1 1

/2"

0'-4 1/2"

-

0'-6"

0'-1 1/2"

LA

P S

PL

ICE

A2

A2

A2

HSS BEAM SEE PLAN

HSS POST SEE PLAN

HSS BEAM SEE PLAN

3/16TYP

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S500

STEEL DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

1" = 1'-0"

HSS COLUMN BASE PLATE1 3/4" = 1'-0"

SHEAR STUD LAYOUT DETAILS2 3/4" = 1'-0"

SLAB ON DECKCONSTRUCTION JOINT DETAILS

3 1" = 1'-0"

TYPICAL GIRDER DETAIL4

3/4" = 1'-0"

ROOF OPENING DETAIL5 3/4" = 1'-0"

TYPICAL SHEAR CONNECTION TO BEAM6

3/4" = 1'-0"

RAILING DETAIL103/4" = 1'-0"

MOUNTING ANGLE DETAIL9


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

POST BEARING ON SLAB DETAIL83/4" = 1'-0"

PATIO FRAMING DETAIL7


A2 ADDENDUM #2 05/27/2022

A2

-

('n') 3/4"Ø A325 BOLTS AT ROOF FRAMING ('n') 1"Ø A325 BOLTS AT FLOOR FRAMING IN HORIZ SHORT-SLOTTED HOLES

STEEL BEAM SEE PLAN

PLATE WITH THICKNESS 'tpl'

'w'

'w' SEE SCHEDFOR SIZE

0'-2 1/2"

0'-2"

HSS COLUMN SEE PLAN

NOTES:

1. FILLET WELD SIZE, 'w', SHALL BE AS SHOWN UNLESS A LARGER SIZE IS REQUIRED BY AISC STEEL CONSTRUCTION MANUAL, TABLE J2.4.

2. WHERE NUMBER OF BOLTS NOTED IN SCHED CANNOT BE IN A SINGLE ROW, ADD SECOND ROW WITH TWO BOLTS MINIMUM.

3. BOLT SIZE AND QUANTITY SHALL BE TYP FOR ALL CONDITIONS UNLESS DETAILED OTHERWISE.

0'-1 1

/2"

@ 3

" O

C('n'-1

) S

PA

CE

S

0'-3

"

0'-1 1

/2"

GRAVITY BEAM CONNECTION SCHEDULE

BEAM SIZE


NO. OFBOLTS (2) (3)

CONNECTION WITH 3/4"Ø BOLTS


CONNECTION WITH 1"Ø BOLTS

W12, W14 1/4"3

W16 1/4"4

W18 5/16"5

W24, W27 5/16" 1/4"7

W21 5/16"6

3/16"

3/16"

1/4"

1/4"

5/16"

3/8"

1/2"

1/2" 5/16"

1/2"

1/4"

1/4"

5/16"

5/16"

W10 1/4"2 3/16" - -

STEEL BEAMSEE PLAN

STEEL POSTSEE PLAN

-

SEE PLAN

EOS

EL (SEE PLAN)

DECK BEARING

STIFFENER PLATESEE 8/S501

SPLICE COLUMN AT TOP OF SLAB ELEVATION

3/16

BENT PLATE -SEE 3/S501

PL1/4x4"x6", EACH SIDE OF COLUMN WITH 1/2" Ø COUNTER SUNK SCREWS BETWEEN UPPER COLUMN AND PLATES0

'-1 1

/2"

C.P., TYP

SAME DEPTH BEAMSEE PLAN

CANTILEVER BEAM

STEEL BEAMSEE PLAN

CONDITION WHERE BEAMSARE SAME DEPTH

FULL HEIGHT PLATEWHERE BEAMS ARE SAME DEPTH - SEE 6/S500, TYP

-

SEE PLAN FOR DECK DIRECTION

STEEL BEAM SEE PLAN

3/8" BENT PLATE

TYPICAL BEAM

1' - 6" MAX

"D"

1"

3/16 1 1/2@18

ALT

STEEL JOIST SEE PLAN

STEEL GIRDER SEE PLAN

STEEL BEAM SEE PLAN

PER GENERALNOTES

-

WOOD DECK SEE PLAN

EXTENDED ENDNAILERSEE 11/S501

SEE 6/S500

NOTE:1. FOR ALTERNATE #3, WOOD DECK AND NAILER NOT PRESENT.

STEEL DECK IN PLACE.

B.N.

3/4"Ø THREADED WELD STUDS @ 24" OC MAX SPACING COUNTERSUNK

COUNTER BORE NAILER AROUND WELD TO MAINTAIN FULL BEARING BETWEEN NAILER & STEEL BEAM

DOUBLE 2x NAILER MIN

STEEL BEAM

FOR INFORMATION NOT SHOWN, SEE ABOVE

NAILER WIDTH TO MATCH BEAM FLANGE

1" MAX LET-IN NUT & WASHER

NOTE:

1. JOIST MANUFACTURER TO PROVIDE HOLES FOR FASTENING SHOWN.

3/4"Ø THREADED WELL STUDS @ 24" OC MAX AT STAGGERED PATTERN. SPACING COUNTERSUNK

'w'

'w' HALF LENGTHSEE 6/S500FOR SIZE

'w'

'w'SEE 6/S500FOR SIZE

STIFFENER PLATE SAME THICKNESSAS SCHEDULED FOR CONNECTION PLATE.SEE TYPICAL SHEAR CONNECTION DETAILS

STEEL BEAM SEE PLAN

HSS3x3x3/16

EL (SEE PLAN)

DECK BREAING

STEEL BEAMSEE PLAN

STEL DECKSEE PLAN

WOOD DECKSEE PLAN

SEE 11/501 FOR NAILER DETAILS

3/16 2@12

STEEL BEAM SEE PLAN

SEE 8/S401 FOR MORE INFORMATION


NOTES:

1. SLAB OMITTED FOR SIMPLICATION.

0'-1

"

L6x4x3/4 (LLV) x 0'-10"

TEFLON SLIDE BEARING PLATE BETWEEN ANGLE AND SUPPORT PLATE WITH (2) 1/2"Ø BOLT IN LONG SLOTTED HOLE

BEARING PLATE

CMU WALLSEE PLAN

PL1/2" STIFFENER ALIGNED WITH WALL FACE

5/16

0'-3" MIN


A2

A2

A2

A2

A2

(2) L2x2x3/16, TYP

PANEL POINT

NOTE 1 NOTE 2

ECCENTRICALLY LOADED JOIST

CONCENTRICALLY LOADED JOIST

CONCENTRICALLY LOADED JOIST

STRUT SPANNING BETWEEN JOISTS AND CLAMPED TO EACH CHORD

1/8TYP

NOTES:

1. FOR ATTACHMENTS TO JOISTS THAT ARE CONCENTRICALLY LOADED ON THE JOIST, A MAX OF 100 POUNDS MAY BE ATTACHED TO THE JOIST WITHIN A CHORD PANEL WITHOUT AN ADDITIONAL ANGLE. FOR ATTACHMENTS TO JOISTS THAT ARE ECCENTRICALLY LOADED, A MAX OF 25 POUNDS MAY BE ATTACHED TO THE JOIST WITHIN A CHORD PANEL WITHOUT AN ADDITIONAL ANGLE. MULTIPLE ATTACHMENTS ARE ALLOWED IN EACH CHORD PANEL AS LONG AS THE SUM OF THE LOADS DO NOT EXCEED THE MAX LOAD INDICATED.

2. FOR LOADS BETWEEN 100 POUNDS AND 200 POUNDS, ADDITIONAL ANGLES ARE REQUIRED AND JOIST MUST BE CONCENTRICALLY LOADED.

3. FOR LOADING CONDITIONS IN NOTES 1 AND 2 ABOVE, TOTAL SUM OF LOADS SHALL NOT EXCEED 200 LBS FOR AN 8 FOOT SEGMENT OF JOIST. FOR LOADS GREATER THAN 200 POUNDS AND NOT NOTED ON THE DRAWINGS, CONTACT ENGINEER PRIOR TO INSTALLATION.

4. NO LOADS SHALL BE SUPPORTED FROM JOIST BRIDGING.

NOTE 1

NOTE 2



PL3/8"x 7" x (bf + 1) BEARING

PLATE WITH (2) 1/2"⌀ x 4" LONG HEADED WELDED STUDS




1/4" CONT BENT PLATE WITH SPLICES BUT WELDED TOGETHER

1' - 4" MIN

2' -

0"

UN

O

4'-3" MIN BEARING


PROVIDE STD 180° HOOK ON BOND BEAM REINFORCEMENT AROUND HWS

IN SHADED AREA, FILL ALL CORES IN WALL WITH GROUT, MINIMUM AT CORNER CONDITION: 1'-4" EACH WAY

WOOD NAILER SEE 11/S501

NOTE:1. FOR ALTERNATE #3, WOOD DECK AND NAILER NOT PRESENT.

STEEL DECK IN PLACE.

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S501

STEEL DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806

3/4" = 1'-0"

WIDE FLANGE BEAM CONNECTION TO HSS6 3/4" = 1'-0"

BREAK AWAY POST CONNECTION7


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

TYPICALCANTILEVER BEAM DETAIL

2 3/4" = 1'-0"

TYPICALEXTERIOR SLAB EDGE DETAIL

3

3/4" = 1'-0"

SECTION AT ROOF GIRDER9 1 1/2" = 1'-0"

NAILER DETAILS11

1" = 1'-0"

TYPICALSTIFFENER PLATE DETAIL

8

1 1/2" = 1'-0"

DECK TRANSITION DETAIL43/4" = 1'-0"

BEAM CONNECTION TO SHELTER1

1 1/2" = 1'-0"

JOIST MODIFICATION DETAIL5

3/4" = 1'-0"

BEAM BEARING AT CORNER OR END OF WALL10

3/4" = 1'-0"

BREAK AWAY SPLICE DETAIL12


A2 ADDENDUM #2 05/27/2022

A2

ROOF FRAMING PLANEL (28'-8")

WORKSHOP HIGH ROOF FRAMNG LEVELEL (19'-3 1/2")

APPARATUS BAY FRAMING LEVEL PLANEL (23'-4 85/256")

HSS POST SEE PLAN

L6x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS4x4x1/4

HSS POSTSEE PLAN

HSS4x4x1/4

HSS4x4x3/8

HSS3x3x3/16

2'-2 3

/8"

+1/4"BENT PLATE

2

S502

NOTE:1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT GIVEN HERE.

C8x13.7

5

C8x13.7

5

3/8" ROLLED PLATE

+1/4" BENT PLATE

THE 3 OPENING

HSS4x4x1/4

HSS3x3x3/16

CMU WALLSEE ARCH

MA

GN

ITU

DE

, T

YP

SE

E A

RC

H F

OR

LO

CA

TIO

N

AN

D

SEE ARCH

4"

MIN

, M

AT

CH

TO

RO

OF

ING

HE

IGH

T

SEE PLAN

EOD

2" MINSTEEL DECK - SEE PLAN FOR SIZE AND ORIENTATION

STEEL BEAMSEE PLAN

3/16 2-12

1/4" BENT PLATE

-

Owner








IMEG

(309) 788-0673

623 26th Ave


A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Civil Engineer

Sheet Name

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS

S502

DETAILS


21227000

CITY OF DAVENPORT

300 E. 42nd Street

Davenport, IA 52806


0 1 2 3

PROJECT #



21005985.00

3/4" = 1'-0"

FIGURE 3 DETAIL1 NO SCALE

DETAIL2

1 1/2" = 1'-0"

TYPICAL ROOF DECK EDGE DETAIL3


A2 ADDENDUM #2 05/27/2022

A2

A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

COMMUNITYROOM

104

STORAGE105

RESTROOM106

VESTIBULE100

HALL101

CONFERENCE113HALL

102

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

ADMIN114

FITNESS115

AIRLOCK116

DIRTY ROOM119

TURNOUTGEAR

STORAGE120

TRAININGSTAIR

121

STAIR122

APPARATUSBAY123

WORKSHOP124

MEDICALROOM

125

AIR ROOM126

STORAGE127

CLEAN ROOM117

RESTROOM118

WATER112

3" FP UP TO DPV-1 REFER TO F202 FOR CONTINUATION.

FP PIPE UP, REFER TO SHEET F202 FOR CONTINUATION.

EXTEND AND SPRINKLE ALL ROOMS ON THE FIRST FLOOR WEST OF THE APPARATUS BAY

FDC-1

4"F

P

4"FP

3"FP

FP

FP

FP

BF-1FS-1

FS-1

FS-1

RFER TO 3/F400 FOR SPRINKLER PIPE HANGER DETAIL AND SEISMIC BRACING OF SUSPENDED PIPING DETAIL. (TYPICAL)

EXTEND AND SPRINKLER ZONE 1.

ALL ZONE VALVE ASSEMBLIES SHALL BE LOCATED WITHIN THE WATER ROOM.

BF-1

BF-1

AV-1

ZONE

3

SPRINKLER PIPE FROMABOVE, EXTEND AND SPRINKLE LEVEL ONEAREA DRY PIPE SYSTEM

ROUTE FIRE DEPARTMENTCONNECTION PIPING BELOW FLOOR SLAB.

ROUTE FIRE DEPARTMENTCONNECTION PIPING BELOW FLOOR SLAB.

OPEN TO ABOVE

ZONE

1

6252 sq. ft.

02

0202

02

02

COORDINATE HEAD LAYOUT WITH F18 FAN REFER TO E201

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS


4210 N. Brady Street

Davenport, IA 52806

F201

FIRST FLOOR - FIRE

PROTECTION

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR - FIRE PROTECTION1

SHEET NOTES:

1. REFER TO SHEET F000 FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS.


ADDENDUM #2 5/27/2022A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

LOUNGE201

KITCHEN203

DINING202

HALL204

HALL205

ELEVATOR1

PATIO200

CORRIDOR206

DORM212

DORM213

DORM214

DORM215

RESTROOM216 RESTROOM

217RESTROOM

219

DORM207

DORM208

DORM209

DORM210

DISTRICTCHIEF OFFICE

222

AIR LOCK223

PLATFORM224

CAPTAIN225

LAUNDRY /STORAGE

227

TRAININGSTAIR

121

STAIR122

TRAININGMEZZANINE

230

AIR LOCK226

RESTROOM218

CHASE220

UTILITY221

AIR LOCK229

DORM211

SIMULATIONROOM

231

UTILITY228

CHASE232

EXTEND AND SPRINKLERSECOND FLOOR ZONE 2

4" FP FROM FLOOR BELOW REFER TO FP201 FOR CONTINUATION

AC-1FPDPV-1

4

M300

ANSUL FIRE PROTECTION CONTROL PANEL, INSTALL IN UPPER CABINET. COORDINATE WITH ARCHITECT.

ZONE

3

ZONE

2

2 22

222

3

3

4 4

1

11

1

PROVIDE COVERAGE OF OUTDOOR PATIO AREA VIADRY TYPE SIDEWALL SPRINKLERS.

6220 sq. ft.

5860 sq. ft.

1

FPD DOWN

COORDINATE HEAD LAYOUT WITH F18 FANS, (TYPICAL OF 2, E202)

02

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

F202

SECOND FLOOR - FIRE

PROTECTION

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

SECOND FLOOR - FIRE PROTECTION1

SHEET NOTES:

1. REFER TO SHEET F000 FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS.


ADDENDUM #2 5/27/2022

KEYNOTES:

1. INSTALL DRY PIPE SYSTEM AS HIGH AS POSSIBLE WITH UPRIGHT HEADS.

2. COORDINATE SPRINKLER HEADS WITH OVERHEAD DOOR.

3. FURNISH SPRINKLER HEADS BELOW DUCTWORK, REFER TO SHEET M212.

4. FURNISH AND INSTALL SPRINKLER HEADS AT 4 POINTS AROUND CEILING FANS. REFER TO SHEET M212.

#

02

A2

SPRINKLER MAIN

PROVIDE TWO ELL'S FOR ADJUSTING HEAD TO CENTER OF CEILING TILE

LAY IN CEILING

CEILING PLATE

AUTOMATIC SPRINKLER HEAD. REFER TO SPRINKLER HEAD SCHEDULE FOR HEAD TYPE.

1"

OUTSIDE WALL

TEST AND DRAIN VALVE GIVING FLOW EQUAL TO ONE SPRINKLER. SEE FIRE PROTECTION MATERIAL LIST FOR TEST AND DRAIN VALVE SPECIFICATION.

SEAL WALL PENETRATION WATER TIGHT.

TERMINATE PIPING WITH 45° ELBOW.

ESCUTCHEON PLATE AT WALL.

PAINT EXTERIOR PIPE AND ESCUTCHEON PLATE. COLOR SELECTION BY ARCHITECT.

PROVIDE SPLASH BLOCK FOR ALL NON-PAVED SURFACES.

ROUTE FROM THE END OF THEMOST REMOTE SPRINKLER BRANCH LINE AT HIGH POINT OF SYSTEM.

NOTES:

1. LOCATE INSPECTOR TEST STATION IN STORAGE CLOSET OR IN MECHANICAL ROOM UNLESS OTHERWISE SHOWN ON PLANS. INSPECTOR TEST STATION SHALL NOT BE LOCATED IN VESTIBULES, CORRIDORS, TOILET ROOMS OR OTHER OCCUPIED SPACES.

2. MOUNT INSPECTOR TEST STATION SIGN ON WALL OR PIPE NEAR TEST AND DRAIN VALVE.

LUG, COUPLING, OR HUB

RISER CLAMP

NEOPRENE MOUNTS PER (SECTION 22 05 29-PLUMBING,SECTION 23 05 29-HVAC) FOR COLD PIPES.

SEAL OPENING, FIRESTOP IF REQUIRED.

THREADED ROD.(TYP.)

OVERSIZE HANGER TO ALLOW LONGITUDINAL PIPE EXPANSION AND PIPE INSULATION TO PASS THROUGH UNBROKEN. (TYP.)

UNI-STRUT OR EQUIVALENT

THREADED ROD.(TYP.)

FLOOR

INSTALL CLAMP ON ALL PIPES LESS THAN 4"Ø

THREADED ROD

CLEVIS HANGER

NOTES:

1. REFER TO SPECIFICATION SECTION 21 05 29.

CLEVIS HANGER

STRUCT CLAMP HANGERSTRAPEZE HANGER

12" MAX. ARMOVER TO SPRINKLER

FIRE PROTECTION BRANCH LINE OR CROSS MAIN.

ADJUSTABLE SWIVEL RING PIPE HANGER. (NOTE 3)

ARMOVER (<12" IN LENGTH)

NOTES:

1. THIS DETAIL APPLIES TO SPRINKLER PIPES ABOVE CEILING THAT SUPPLY CONCEALED SPRINKLERS BELOW CEILINGS WHERE THE WATER PRESSURE EXCEEDS 100 PSIG (STATIC OR RESIDUAL).

2. ALSO APPLIES TO ARMOVER WHERE CUMULATIVE HORIZONTAL LENGTH IS GREATER THAN 12".

3. CLEVIS HANGERS AND ADJUSTABLE SWIVEL RING HANGERS WITH SURGE SUPPRESSOR OR RESTRAINING CLIP ARE ALSO ACCEPTABLE, SEE NFPA 13.

4. END-OF-LINE SPRINKLER CONNECTIONS ARE NOT ALLOWED. THE END OF A HORIZONTAL SPRINKLER BRANCH MUST BE CAPPED. ALL CONNECTIONS TO A SPRINKLER BRANCH MUST BE ARMOVER CONNECTIONS.

1/2" VERTICALADJUSTMENT

CEILING (TYP.)

CONCEALED SPRINKLER

COVERPLATE

12" MAX.

THREADED ROD TIGHT TO PIPE.

ARMOVER (>12" IN LENGTH)(NOTE 2)

1/2" VERTICALADJUSTMENT

CEILING (TYP.)

CONCEALED SPRINKLER

COVERPLATE

HORN/STROBEWIRED BY E.C.

FIRE DEPARTMENT CONNECTION, FDC-1

HS-1

SYSTEM MAIN DRAIN VALVE AV-1

IT-1

CK-16

BF-1

P P

BF-1

CK-16

ADV-1

P

BF-1 PFS

TO ZONE 2 SPRINKLERSSECOND FLOOR

TO ZONE 1 SPRINKLERSFIRST FLOOR

TO DRY PIPE VALVE SERVING APPARATUS BAY - ZONE 3

CK-16

IT-1

BFP-1FP

MS-1 MS-1

6"W

BY P.C. BY F.P.C.

GRADE

450 ELBOW

6" W

TIE ROD (TYPICAL

UNDERGROUND SERVICE PIPING SHALL BE RESTRAINED PER NFPA.

2

13

BF-1P

IT-1

CK-16

P

FS

FS

BF-1

CK-16

TURN DOWN AND TERMINATE OVER FLOOR DRAIN.

DRAIN LINE

DRAIN VALVE

DRY-PIPE VALVE WITH TRIM

CK-16

PS

TO SPRINKLER SYSTEM

GLOBE VALVE

PRESSURE SWITCH

RELIEF VALVE

AIRCOMPRESSOR

RELIEF VALVE

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

F400

FIRE PROTECTION DETAILS

21227000


0 1 2 3

PROJECT #



21005985.00

NO SCALE

DRY SPRINKLER HEAD MOUNTING DETAIL1

NO SCALE

INSPECTOR TEST STATION DETAIL3

NO SCALE

PIPE SUPPORT DETAIL4

NO SCALE

SPRINKLER PIPE HANGER DETAIL - CONCEALED2

NO SCALE

FIRE PROTECTION RISER DIAGRAM5

KEYNOTES:

1. DISCHARGE DOWN OVER NEAREST FLOOR DRAIN.

2. REFER TO 1/P402 FOR UNDERGROUND WATER MAIN ANCHORING DETAIL.

3. SEAL WALL PENETRATION WATERTIGHT. (TYPICAL)

#


ADDENDUM #2 5/27/2022

02

A2

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

F600

FIRE PROTECTION

SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

FIRE PROTECTION MATERIAL LISTTAG NAME DESCRIPTION MANUFACTURER AND MODEL

AC-1FP RISER MOUNTED AIR COMPRESSOR, FULLY AUTOMATIC, DIRECT DRIVE,OIL LESS PISTON COMPRESSOR, SINGLE STAGE, AIR COOLED, UL LISTEDFIELD ADJUSTABLE PRESSURE SWITCH, PRESSURE GAUGE, PRESSURERELIEF VALVE, BUBBLE TIGHT CHECK VALVE, INTAKE FILTER, RISERMOUNTING BRACKET, STAINLESS STEEL FLEXIBLE HOSE, UL 1450 FORUSE WITH FIRE SPRINKLER SYSTEMS.

CAPACITY: SIZED TO FILL SPRINKLER SYSTEM TO 40 PSI WITHIN 30MINUTES PER NFPA 13 REQUIREMENTS.

ELECTRICAL CHARACTERISTICS: 1/2 HP, 115 V, 1 PHASE

GENERAL AIR PRODUCTS OL PLUS SERIES, GAST

AV-1 ANGLE VALVE, 1/2" TO 2”, 175 PSI, RISING STEM, BRASS/BRONZE BODY,BRASS/BRONZE BONNET, INTEGRAL SEAT, SOFT DISC, HANDWHEEL,THREADED. UL.

UNITED BRASS WORKS 126SUL, NIBCO T-301-W, FPPI 06-800

BF-1 INDICATING BUTTERFLY VALVE, NORMALLY OPEN, 175 PSI WWP,GROOVED TYPE, DUCTILE IRON BODY WITH PROTECTIVE COATING,ELECTROLESS NICKEL OR EPDM COATED DUCTILE IRON DISC, STAINLESSSTEEL STEM AND SCREWS, CAST OR DUCTILE IRON HANDWHEEL, EPDMSEAT, INDICATOR FLAG, FACTORY MOUNTED INTEGRAL MONITORSWITCHES, UL/FM.

LUGGED OR WAFER VALVES ARE ACCEPTABLE PROVIDED THEY HAVE THEFEATURES LISTED ABOVE.

NIBCO GD-4765-8N, VICTAULIC SERIES 705, TYCO BFV-300,KENNEDY G300, GLOBE GLR300G, REL-BFG-300

BFP-1FP DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER - LISTEDFOR USE IN FIRE PROTECTION SYSTEM, 175 PSI WWP AT 33°F TO 140°F,LEAD FREE, STAINLESS STEEL CONSTRUCTION, SAME SIZE AS PIPE [21/2"" - 10""], NON-CORROSIVE INTERNAL PARTS, STAINLESS STEELSPRINGS, SPRING-LOADED CHECK VALVES, OSY [INDICATING BUTTERFLY]SHUT-OFF VALVES ON INLET AND OUTLET OF UNIT, TEST PORTS WITHSHUT-OFF VALVES, BYPASS CONSISTING OF WATER METER, ANDBACKFLOW PREVENTER WITH TEST COCKS, FACTORY TESTED, 8 PSI(MAXIMUM) PRESSURE DROP AT 10 FPS, ALL PARTS TO BE SERVICEABLEWITHOUT REMOVING UNIT FROM LINE, APPROVED BY USC FCCC & HR,AWWA C510-92, ASSE 1015, IAPMO AND SBCCI LISTED. UL/FM

MOUNT WITHIN 60"" OF FINISHED FLOOR. FLOW PRESSURE DROPCURVES SHALL BE SUBMITTED. LISTED FOR HORIZONTAL OR VERTICALCONFIGURATIONS.

AMES C300, ZURN WILKINS 350ASTDA, APOLLO DCDALF

CK-16 SWING CHECK VALVE, 300 PSI WWP, GROOVED/FLANGED TYPE, DUCTILEIRON BODY, STAINLESS STEEL HINGE ASSOCIATED WITH RUBBER FACEDCLAPPER, BRASS SEAT RING, ACCESS COVER, 1/2"" OR 3/4"" TAPPEDBOSSES, VALVE LISTED FOR HORIZONTAL OR VERTICAL INSTALLATION,UL/FM.

FLANGED TYPE IS ACCEPTABLE PROVIDED VALVE HAS THE FEATURESLISTED ABOVE.

VIKING G-1, TYCO CV-1F

DPV-1 DRY PIPE VALVE, LATCHING DIFFERENTIAL TYPE VALVE,GROOVED/FLANGED INLET/OUTLET, 175 PSI RATING, DUCTILE IRON BODYAND VALVE COVER, LATCHING SPRING LOADED CLAPPER ASSEMBLY,EXTERNAL RESET CAPABILITY, AIR TO WATER PRESSURE AREADIFFERENTIAL OF APPROXIMATELY 6 TO 1, TAPPED OUTLET FOR DRAINVALVE, UL/FM.

VALVE TRIM PIPE AND FITTINGS SHALL BE GALVANIZED. PROVIDE AIR ANDWATER GAUGES, ISOLATION VALVES, DRIP CUP, AND DRAIN VALVE ASREQUIRED FOR PROPER SYSTEM OPERATION.

TYCO DPV-1, VIKING G, RELIABLE DDX-LP, VICTAULIC 768N,GLOBE MODEL RCW

FDC-1 FLUSH TWO WAY FIRE DEPT. INLET CONNECTION, CAST BRASS BODYWITH POLISHED BRASS FINISH, 4"" OR 6"" OUTLET WITH TWO 2-1/2""INLETS AND DROP CLAPPERS, DOUBLE FEMALE SNOOTS WITH RIGID ENDN.P.T. X PIN LUG HOSE THREAD SWIVELS, PLUGS AND CHAINS, WALLPLATE WITH SAME FINISH AS BODY LABELED ""AUTO SPKR"", UL.

HOSE THREAD TYPE SHALL MATCH LOCAL FIRE DEPARTMENTREQUIREMENTS.

CONTRACTOR TO COORDINATE PURCHASE OF LOCKING CAPS WITHLOCAL FIRE DEPARTMENT.

FDC:

POTTER ROEMER 5020 SERIES, ELKHART BRASS MODEL 166,CROKER SERIES 6010/6020, GUARDIAN SERIES 6020

LOCKING CAP:

KNOX COMPANY 3041

FS-1 FLOW SWITCH - VANE TYPE, 450 PSI, FLOW SENSITIVITY OF 4-10 GPM,TWO SINGLE POLE DOUBLE THROW SWITCHES, PNEUMATIC RETARDADJUSTABLE FROM 0-90 SECONDS WITH AUTOMATIC RESET, NEMA 4INDOOR/OUTDOOR RATED METAL HOUSING, UL/FM.

POTTER VSR, SYSTEM SENSOR WFD

HS-1 FIRE SPRINKLER HORN/STROBE - RATED FOR INDOOR OR OUTDOOR USE,WEATHERPROOF RED HOUSING AND BACKBOX, WHITE LETTERING"SPRINKLER FIRE - ALARM", FIELD SELECTABLE CANDELARATING,120VAC, UL.

POTTER SASH, SYSTEM SENSOR P2RHK

IT-1 COMBINATION INSPECTOR'S TEST AND DRAIN VALVE, 300 PSI, INTEGRALSIGHT GLASS, BALL VALVE PLATE INDICATING OFF-TEST-DRAINPOSITIONS, FURNISHED WITH TEST ORIFICE GIVING FLOW EQUIVALENTTO ONE SPRINKLER OF A TYPE HAVING THE SMALLEST ORIFICEINSTALLED ON THE SYSTEM, PRESSURE RELIEF VALVE, UL/FM.

AGF M1011A, RELIABLE MODEL TD, VICTAULIC TESTMASTER,GLOBE UTD W/ MODEL ARV PRV

NOTES: 1. SEE FLOOR PLANS FOR ZONING REQUIREMENTS. 2. SPRINKLER SHALL HAVE COLOR CODED BULB THERMAL ELEMENT. 3. ALL SPRINKLERS SHALL BE UL LISTED. 4. CONTRACTOR TO VERIFY SPRINKLER REQUIREMENTS BASED ON ACTUAL INSTALLATION, USAGE, ARCHITECTURAL CEILING PLAN AND NFPA 13

REQUIREMENTS. 5. TAG NAME IS PRIMARILY FOR IDENTIFIYING SPRINKLERS IN SUBMITTALS. IT MAY OR MAY NOT BE FOUND ELSEWHERE ON THE DRAWINGS.

CONTRACTOR TO SUBMIT ALL SPRINKLER TYPES TO BE USED. 6. AREAS ARE GENERAL IN NATURE. CONTRACTOR TO MATCH UNSCHEDULED AREAS TO SIMILAR SPACES. 7. NON-FERROUS SPRINKLER FOR USE IN MAGNETIC AND CORROSIVE ENVIROMENTS. 8. SPRINKLER FOR USE IN DUST-FREE ENVIRONMENTS. 9. SPRINKLER SHALL BE UL LISTED FOR 2-HR FIRE SEPARATION EQUIVALENCE.

10. SPRINKLERS SHALL HAVE A 3mm QUICK RESPONSE BULB.11. SPRINKLERS SPECIFIED WITHIN FIRE SPRINKLER USAGE SCHEDULE ARE STANDARD COVERAGE TYPE. EXTENDED COVERAGE...

FIRE SPRINKLER USAGE SCHEDULE

AREA TYPE(NOTE 1 & 6)

AREAHAZARD

SPRINKLER

TEMPERATURERATING

MANUFACTURER& MODEL NOTES

TAG NAME(NOTE 4 & 5)

SPRINKLERTYPE

RESPONSECATEGORY FINISH

AREASWITHOUTCEILINGS

SEE PLANS SPR-2 UPRIGHT QUICK ROUGH BRASS 155 VIKING VK,RELIABLE F1FR,TYCO TY-FRB,VICTAULIC V2704

NOTE 3

AREAS WITHFINISHEDCEILINGS

SEE PLANS SPR-4 CONCEALED QUICK WHITE 155 VIKING VK,RELIABLE G4A,TYCO RFII,VICTAULIC V3802

NOTES 3

APPARATUSBAY

SEE PLANS SPR-8 DRY UPRIGHT QUICK ROUGH BRASS 155 VIKING VK, TYCODS-1, VICTAULICV3602

NOTE 3, 10

VESTIBULE &CANOPY

SEE PLANS SPR-10 DRYCONCEALED

QUICK WHITE 155 VIKING VK,RELIABLE F3QR,VICTAULIC V3618

NOTES 3, 10

PATIO SEE PLANS SPR-11 DRYSIDEWALL

QUICK ROUGH BRASS 155 VIKING VK,RELIABLE F3QR,TYCO DS,VICTAULIC V3610

NOTE 3, 10


ADDENDUM #2 5/27/2022

02

A2

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-16"(1000)

ROOF DRAIN PROPERTIES SYMBOLSIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATIONFOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

ALIGNMENT GUIDE

PIPE ANCHOR

EXPANSION JOINT

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

COLD WATER - POTABLECW

DT DRAIN TILE

SANITARY DRAINAGE (GREASE SANITARY DRAINAGE)GSAN

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

HOT WATER - POTABLE NUMBER INDICATES TEMPHW140

HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMPHWC140

NON-POTABLE COLD WATERNCW

NON-POTABLE HOT WATERNHW

SANITARY DRAINAGESAN

SOFT COLD WATERSCW

SOFT HOT WATERSHW

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

GREASE VENTGV

COMPRESSED AIRCA

STW SOFT TEMPERED WATER

TW TEMPERED WATER

DRAIND

G NATURAL GAS

NOT ALL SYMBOLS MAY APPLY.

PRESSURE REDUCING VALVE (LIQUID/GAS)

SOLENOID VALVE

SAFETY/RELIEF VALVE

VACUUM BREAKER

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

TEMPERATURE SENSOR WITH WELLT

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

PUMP

GRV GAS REGULATOR VENT

SERVICE WATER - POTABLEW

PIPE CONTINUATION

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

ROUTE TO DRAIN

BACKFLOW PREVENTER

PLUMBING ABBREVIATION KEY

CO CLEANOUT

FLOOR CLEANOUTFCO

FLOOR DRAINFD

FLOOR SINKFS

GARBAGE DISPOSERGD

GREASE INTERCEPTORGI

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

LAVATORYLAV

MOP BASINMB

MH MANHOLE

MIXING VALVEMV

OIL SEPARATOROS

ROOF DRAINRD

SHOWERSH

SINKSK

SERVICE SINKSS

TRENCH DRAINTD

TRAP PRIMERTP

URINALUR

WATER CLOSETWC

WALL CLEANOUTWCO

WATER HEATERWH

WASHING MACHINE FIXTUREWMF

YARD CLEANOUTYCO

EMERGENCY SHOWER/EYEWASHESE

ELECTRIC WATER COOLEREWC

VENT THROUGH ROOFVTR

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

BFP BACKFLOW PREVENTER

NOT IN CONTRACTNIC

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS OTHERWISE NOTESUON

WATER SOFTENERWS

WATER METERWM

CAST IRONCI

DUCTILE IRONDI

UTILITY BOXUB

SHORT CIRCUIT CURRENT RATINGSCCR


PLAN OR DETAIL NAME




NAME

1VIEW NAME1/8" = 1'-0"

1

M101

14

32

SIMSIM


LEVEL NAME


1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL

NO R HT


VIEW KEY

T101

BUILDING CODE: IBC 2015

FIRE CODE: IFC 2015 EDITION

PLUMBING CODE: IOWA UPC 2021 EDITION

MECHANICAL CODE: IMC 2021 EDITION

ELECTRICAL CODE: NFPA 70 (NEC) 2020 EDITION

LIFE SAFETY CODE: NFPA 101 2012 EDITION

ENERGY CONSERVATION CODE: IECC 2018

LOCAL BUILDING CODE: CURRENT EDITION

APPLICABLE CODES

CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

CIVIL CONTRACTORC.C.

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

CONTACT PERSONS:

PROJECT MANAGER

MECHANICAL

ELECTRICAL

TECHNOLOGY

Matt Snyder

Bill Whitman

Adam Brockman

Phil Nietfeldt

DESCRIPTION: PERSON:

MECHANICAL GENERAL NOTES:THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES. 15. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

16. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED ELECTRICAL SPACE INCLUDING; DUCTWORK, PIPING, ETC.

17. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT.

18. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.38745. VERIFY UNDERGROUND PIPE SIZES, INVERT ELEVATIONS, AND LOCATIONS PRIOR TO

BEGINNING ANY WORK.6. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO

PLUMBING FIXTURES.7. FOR CLARITY, NOT ALL VALVES HAVE BEEN SHOWN. PROVIDE SHUTOFF VALVES IN

DOMESTIC WATER PIPING SERVING EACH ROOM WITH FIXTURES. ANGLE STOPS SHALL NOT BE CONSIDERED SHUTOFF VALVES.

8. NATURAL GAS PIPING MATERIALS AND JOINT METHODS SHALL BE INSTALLED PER SPECIFICATION SECTION 22 10 23 IN EXPOSED AREAS. NATURAL GAS PIPING CONCEALED IN

WALLS AND ABOVE CEILINGS SHALL BE FULLY WELDED FOR ALL PIPE SIZES AS DESCRIBED

FOR 2-1/2" AND LARGER PIPE.

PLUMBING GENERAL NOTES:

THE LINE TYPES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY RATINGS WITH THE LATEST SET OF ARCHITECTURAL PLANS AND FURNISH ALL MATERIALS REQUIRED TO COMPLY WITH THOSE RATINGS WHETHER SHOWN OR NOT.

ALL [FLOOR, FLOOR CEILING, AND ROOF CEILING] ASSEMBLIES SHALL BE DESIGNATED AS 1/2, 1, 2 HOUR FIRE RATINGS, UNLESS NOTED OTHERWISE ON THE PLANS. RATINGS WERE ACQUIRED FROM THE ARCHITECTURAL PLANS DATED 04/21/2022.

FIRE / SMOKE BARRIER DESIGNATIONS

1 HOUR FIRE RATING

1/2 HOUR FIRE RATING

2 HOUR FIRE RATING

PLUMBING SLOPE REQUIREMENTS:

INTERIOR:

SANITARY WASTE: 1/4” PER FOOT GREASE WASTE: 1/4” PER FOOT

STORM (GRAVITY): 1/8” PER FOOT

CONDENSATE AND INDIRECT DRAINAGE: 1/8” PER FOOT

SANITARY AND GREASE VENT: NO SPECIFIC PITCH, PITCH TO FIXTURES

DOMESTIC WATER: NO SPECIFIC PITCH, PITCH TO FIXTURES

BASED ON PLUMBING CODE: [CPC-2019][UPC-2018]

PLUMBING SHEET INDEXP000 PLUMBING COVERSHEET

P200 UNDERFLOOR - PLUMBING

P201 FIRST FLOOR - PLUMBING

P202 SECOND FLOOR - PLUMBING

P203 ROOF - PLUMBING

P300 ENLARGED PLUMBING PLANS

P400 PLUMBING DETAILS



P600 PLUMBING SCHEDULES

P601 PLUMBING SCHEDULES

GRAND TOTAL: 11

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

P000

PLUMBING COVERSHEET

21227000

NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW)1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THEROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3)DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4"UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARYSIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST).

PLUMBING ROUGH-IN SCHEDULE

TAG NAME DESCRIPTIONCOLD

WATERHOT

WATER SANITARY VENT

AC-1 AIR COMPRESSOR

EWC-1 ELECTRIC WATER COOLER (ACCESSIBLE) 1/2" - 1 1/2" 1 1/2"

FD-1 FLOOR DRAIN 2" 1 1/2"


FS-1 FLOOR SINK 3" 1 1/2"

FS-2 FLOOR SINK 4" 2"

HR-1 [DESCRIPTION]

L-1 LAVATORY (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2"

L-2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2"

MB-1 MOP BASIN 3/4" 3/4" 3" 2"

MB-2 MOP BASIN 3/4" 3/4" 3" 2"

SH-1 SHOWER 1/2" 1/2" 2" 1 1/2"

SH-2 SHOWER 1/2" 1/2" 2" 1 1/2"

SK-1 SINK 1/2" 1/2" 1 1/2" 1 1/2"

SK-2 SINK 1/2" 1/2" 1 1/2" 1 1/2"

SK-3 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2"

SS-1 SERVICE SINK 1/2" 1/2" 1 1/2" 1 1/2"

TD-1 TRENCH DRAIN 4

TD-2 TRENCH DRAIN 2 1 1/2"

TD-3 TRENCH DRAIN

UB-1 ICE MAKER 1/2" - - -

UR-1 URINAL (ACCESSIBLE) 3/4" - 2" 1 1/2"

WC-1 WATER CLOSET (ACCESSIBLE) 1 1/2" - 4" 2"

WC-2 WATER CLOSET 1 1/2" - 4" 2"



WMF-1 UTILITY BOX (WASHING MACHINE) 3/4" 3/4" 2" 1 1/4"


0 1 2 3

PROJECT #



21005985.00


ADDENDUM #2 5/27/2022

02

A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

COMMUNITYROOM

104

STORAGE105

RESTROOM106

VESTIBULE100

HALL101

CONFERENCE113HALL

102

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

ADMIN114

FITNESS115

AIRLOCK116

DIRTY ROOM119

TURNOUTGEAR

STORAGE120

TRAININGSTAIR

121

STAIR122

APPARATUSBAY123

WORKSHOP124

MEDICALROOM

125

AIR ROOM126

STORAGE127

CLEAN ROOM117

RESTROOM118

WATER112

WC-1

TD-1TD-1

TD-1TD-1

TD-1

TD-1

TD-1 TD-1

TD-1TD-1

TD-1

FD-1

FD-2

FS-12"V

FCO-1

FCO-1

FCO-1

FCO-1

FD-1

FD-1

WC-3

L-2

TD-2

FCO-1

FCO-1

SK-1

BFP-1

BFP-2

FD-1

FD-1

FS-2

FS-2

FS-2

WC-1

UB-1

1/2"CA

1"CA

1"C

A

HB-1

RDO-1RDO-1

HB-1

HB-1

3/4

"CW

3/4" CW FROM ABOVE

1/2" CA OUTLET, 48" A.F.F.

1/2

"CA

2" CW FROM ABOVE WITH 2" BALL VALVE, 36" A.F.F.

1/2" CA FROM ABOVE DOWN TO COMPRESSED AIR OUTLET, 36" A.F.F.

4"STS

4"ST

HB-1

3"STS

4"S

TS

4"S

TS

4"S

TS

4"S

T

1/2

"G

1/2"G

L-13/4"HW

3/4"CW

3/4"CW

3/4

"CW 1/2

"HW

1/2

"HW

C

3"STS

2"G

2"CW1 1/4"HW

3/4"HWC

1/2

"HW

C

3/4

"HW

2"G

2"C

W

3"S

AN

WMF-1

MB-1

SK-3

WC-4

UR-1

FCO-1

FCO-1

9

12

11

10 13

WCO-1

DROP BELOW BEAM6

7

8

5

2

3

4

2

3

1

14

15

17

16

18

19

11 15

17

18

19

RDO-1

3"V

1 1

/4"H

W2"C

W2"V

2"V

1 1/4"HW

1 1

/4"H

W3/4

"HW

C

2"V

3"SAN

P300

2

1

4

38 37

36

33

32

34

35

TD-3

2"SAN

2"

4"4"

1 1/2"

21

6

39

7

22 23

24

25

1026

27

21

28

29

30

4" ST FROM ABOVE

HB-1

3/4

"CW

4"S

T

1

1/2" CA DOWN TO HOSE REEL & 2" CW DOWN WITH 2" BALL VALVE. INSTALL BALL VALVE 36" A.F.F.

RDO-14" ST UP & DOWN

4" STS DOWN TO DOWNSPOUT NOZZLE

1" CA UP

1/2" CA DOWN TO COMPRESSED AIR OUT LET. 54" A.F.F.

2"V

2" CW DOWN WITH 2" BALL VALVE. 36" A.F.F.

1/2" CA DOWN TO HOSE REEL

1" CA DOWN TO AIR COMPRESSOR

1/2"

1"

3/4"

38

16

31

2"V

YCO-1

YCO-1

AC-1

WC-4

WC-1

WC-4

HR-1

HR-1

1/2" CA DOWN TO COMPRESSED AIR OUT LET. 36" A.F.F.

2"GV

GI-1

15

9

5"STS (3004 sq. ft.)

SH-2

GAS METER BY UTILITY CO.

40

4040

RD-4

7

RD-4

41

4" ST UP AND DOWN. SUPPORT PIPE FROM WALL WITH PIPE SUPPORTS

4" ST UP AND DOWN. SUPPORT PIPE FROM WALL WITH PIPE SUPPORTS

(3004 sq. ft.)

(234 sq. ft.)

(260 sq. ft.)

(1200 sq. ft.)

(230 sq. ft.)

(230 sq. ft.)

(230 sq. ft.)

(230 sq. ft.)

(1660 sq. ft.)

(370 sq. ft.)(1735 sq. ft.)

39

YCO-1

FCO-1

FCO-1

42

45

44

43 1/2"HW

1/2

"CW

2"S

AN

1 1/2"V

15

23

46

47

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

P201

FIRST FLOOR - PLUMBING

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR - PLUMBING1

SHEET NOTES:

1. REFER TO SHEET P000 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

KEYNOTES:

1. 3/4" DOWN TO HB-1.

2. 3" STS UP TO 3" RDO-1.

3. 3" ST UP TO 3" RD-1.

4. 4" STS DOWN TO 4" DOWNSPOUT NOZZLE.

5. 1/2" G UP TO PATIO.

6. 2" VENT AND 1-1/4" CW DOWN TO WC-1.

7. 3" ST DOWN.

8. 1/2" CW, 1-1/2" VENT AND 1/2" HW DOWN TO L-1.

9. 4" STS FROM ABOVE.

10. 1/2" CW, 1-1/2" VENT AND 1/2" HW DOWN TO SK-1.


12. 3" ST UP AND DOWN.

13. 4" SANITARY UP TO WALL CLEANOUT.

14. 2" SANITARY, 1/2" CW, 3/4" HW AND 3/4" HW UP.

15. 1-1/2" VENT UP.

16. 2" SANITARY UP TO SH-1.

17. 2" SANITARY UP TO TD-2.

18. 4" SANITARY UP TO WC-3.

19. 2" SANITARY UP TO L-1.

# KEYNOTES:


21. 3/4" CW, 2" VENT AND 3/4" HW DOWN TO MB-1.

22. 2" SANITARY UP TO DF-XXX.

23. 2" SANITARY DOWN.

24. 1-1/2" VENT FROM BELOW.

25. 1/2" CW AND 1/2" HW DOWN TO SH-1.

26. 1/2" CW DOWN TO UB-1.

27. 2" SANITARY FROM WMF-1 DOWN.

28. 1/2" CW, 1-1/2" VENT AND 1/2" HW DOWN TO WMF-1.

29. 2" VENT FROM BELOW.

30. 3" VENT AND 3" OIL VENT UP.

31. 1-1/2" CW AND 1" HW DOWN TO ESE-1.

32. 2" SANITARY UP TO FD-1.

33. 3" SANITARY AND 2" VENT UP TO MB-1.

34. 2" SANITARY UP TO SS-1.

35. 2" SANITARY UP TO WMF-1.

36. 5" STS, 4" ST, 1/2" HWC, 3/4" HW, 2" G AND 2" CW UP.

37. 3" SANITARY UP TO FD-2.

38. 1/2" G UP TO KITCHEN STOVE.

39. 3/4" CW UP TO HB-2.

# KEYNOTES:

38. 2" VENT UP.

39. 1/2" CW, 1-1/2" VENT AND 1/2" HW DOWN TO L-2.

40. REFER TO 3/P302 FOR WATER HAMMER ARRESTOR LOCATION DETAIL. (TYP.)

41. 4"ST FROM ABOVE.

42. (2) 1-1/2" GV AND (1) 2" VENT UP.

43. 1/2" HW UP TO DW-1.

44. 2" WASTE FROM DW-1.

45. 1/2" CW UP TO IM-1.

46. 1/2" CW UP TO CM-1.

47. BFP-2 SERVES HVAC EQUIPMENT.

#


ADDENDUM #2 5/27/2022A2

C

B

54

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

WATER112

CP-1

G

CWSCW

G

HW

BFP-1

ET-1BFP-2

HWC

HWB-2 HWB-1

FS-2

FS-2

FS-2FS-2

FS-2

FS-2

WS-1

2"G

4"STS

4"S

TS

2"V

2"V

2 1

/2"V

2 1

/2"V

3"V

1"HW

3"ST

1"H

W

2"C

W

2"C

W1"H

W

3"S

T3"S

T

3"STS

L-1

L-1

L-1

L-1

WC-4

WC-4

WC-1

FD-1

FD-1

WC-4

UR-1

EWC-1

2"G

1"G

1"G1"G

1/2

"G

1"G

2"CW

RDO-1

WH-1

1"HW

1/2"HWC

2"S

AN

2"S

AN

4"S

AN

2"SAN 4"SAN

2"S

AN

4"S

AN

1"HW

1/2"HWC

4"SAN 2"SAN

4"S

TS

3"STS

15

19

20

21

22

17

16 1618 16

18 38

36

16 3717

33

32

29

30

31

16

23

24

25

20

19 26

27

28

21

34

25

35

1"CW

39

40

43

41

42

2"PD

ET-1

BFP-1FP

WHA-1 WHA-1

(2103 sq. ft.)

2

(2103 sq. ft.)

(372 sq. ft.)3"ST

(2475 sq. ft.)

(280 sq. ft. )

3"S

TS

(650 sq. ft.)

(3125 sq. ft.)

2

6

(370 sq. ft.)

(650 sq. ft.)

(372 sq. ft.)

45

46

2 1/2"G

4" THICK HOUSEKEEPING PADUNDER WATER HEATER ANDWATER SOFTENER

47

02

02

C

54

HALL204

HALL205

RESTROOM216

RESTROOM217

RESTROOM219

RESTROOM218

CHASE220

UTILITY221

WC-2

L-2

1/2"CW

1 1

/2"C

W

3"ST

3"S

T3"STS

1"H

W

1"HW

1/2"CW

TD-2

3/4"HW 4

5

3

1

2

5

6

4

7

1 1/2"V

1 1/2"V

2

TD-2WC-3

5

4

L-2

1 1

/2"C

W

3"S

TS

3"S

T

4"STS

6

TD-2

L-2

WC-3

TD-2

1/2"CW

1/2

"CW

14

EWC-1

5

4

8

12

2

13

10

6

11

9

1 1/4"CW

1 1

/4"H

W

1 1/4"HW

1 1/2"V

1 1

/4"H

W 2"V

1 1/4"HW

1/2"HWC

2"CW

2

6

6

L-2

1 1/2"CW2"CW

1 1/4"HW1 1/2"CW

3/4"CW

1 1/2"CW

1 1/4"CW

1 1/2"V

2"V

2"V

1 1/2"V

1/2

"HW

C

1/2"HWC

1"H

W

WC-3

SH-1

SH-1

SH-1

2

SH-2

WHA-1

WHA-1

WHA-1

WHA-1

(370 sq. ft.)

370 sq. ft.)

(1553 sq. ft.)

(1553 sq. ft.)

(2103 sq. ft.)(2103 sq. ft.)

2

44

2"GV

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

P300

ENLARGED PLUMBING

PLANS

21227000


0 1 2 3

PROJECT #



21005985.00NO R

HT

1/4" = 1'-0"

FIRST FLOOR - ENLARGED PLUMBING PLAN2

NO R

HT

1/4" = 1'-0"

SECOND FLOOR -ENLARGED PLUMBING1

SHEET NOTES:

1. REFER TO SHEET P000 FOR GENERAL NOTES, SYSBOLS AND ABBREVIATIONS.

KEYNOTES:

1. 1/2" GAS FROM BELOW, FURNISH AND INSTALL SHUT-OFF AND GAS SOLENOID VALVE 2" AFF.

2. 1/2" HW AND 1/2"CW DOWN TO SHOWER VALVE.

3. 4" STS DOWN, SEE SHEET P201 FOR CONTINUATION.

4. 1-1/4" CW AND 2" VENT DOWN TO WC-3.

5. 1/2" HW, 1-1/2" V. AND 1/2" CW DOWN TO L-2.

6. 1-1/2" VENT FROM BELOW.

7. 4" ST DOWN, SEE SHEET P201 FOR CONTINUATION.

8. 3" VENT FROM BELOW UP TO 4" VENT THRU ROOF.

9. 4" STS DOWN, SEE SHEET P201 FOR CONTINUATION.

10. 4" ST UP TO 4" RD-2.

11. 4" ST UP TO 4" ROOF DRAIN.

12. 2" CW, 1-1/4" HW AND 3/4" HWC DOWN, SEE 2/P300 FOR CONTINUATION.

13. 4" ST DOWN, SEE 2/P300 FOR CONTINUATION.

14. 1/2" CW AND 1-1/2" VENT DOWN TO EWC-1 EXTEND 1-1/2" VENT UP TO 3"VENT THRU ROOF.

15. 3" STS UP.

16. 2" SANITARY UP.

17. 4" SANITARY UP.

18. 1-1/2" VENT UP.

19. 4" SANITARY DOWN, EXTEND AND PIPE UP FIXTURES IN PLUMBING CHASE.

20. EXTEND 2" CW DOWN TO PLUMBING FIXTURES IN PLUMBING CHASE.

21. 3" ST AND 3" STS UP.

22. 2" VENT UP FROM PLUMBING FIXTURES IN CHASE AND 1-1/2" PUMPED DISCHARGE FROM ELEVATOR PIT.

23. 5" STS DOWN TO 5" DOWNSPOUT NOZZLE RDO-1.

24. 2" VENT DOWN TO PLUMBING FIXTURES IN PLUMBING CHASE.

25. 2" VENT UP FROM FLOOR BELOW.

26. 2" SANITARY DOWN FROM PLUMBING FIXTURES IN PLUMBING CHASE.

27. 1" HW UP FROM PLUMBING CHASE.

28. 1" CW DOWN TO PLUMBING FIXTURES IN PLUMBING CHASE.

29. 1" HW DOWN TO PLUMBING FIXTURES IN PLUMBING CHASE.

30. 4" ST DOWN.

31. 4" SANITARY DOWN.

32. 1-1/2" VENT FROM PLUMBING FIXTURES IN PLUMBING CHASE.

33. 3" VENT UP.

34. REFER TO DETAIL 3/P401 FOR WATER HEATER PIPING DETAILS.

35. FURNISH AND INSTALL QUICK AND AUTOMATIC FILL ASSEMBLY, EXTEND AND CONNECT TO MECHANICAL EQUIPMENT.

36. 4" ST UP AND DOWN.

37. 1-1/2" G DOWN TO BOILER, REFER TO DETAIL 3/P401.

38. 2" VENT UP FROM BELOW.

39. 2" CW, 1-1/4" HW AND 1/2" HWC UP.

40. 1-1/2" CW AND 1-1/2" SCW DOWN TO WS-1. REFER TO DETAIL 1/P401.

41. 3" CW DOWN, REFER TO SHEET P200 FOR CONTINUATION.

42. 4" GAS DOWN TO 12" AFF. EXTEND OUT THRU WALL .

43. 6" CW DOWN, REFER TO SHEET P200 FOR CONTINUATION.

44. 1/2" CW DOWN TO POT FILLER PF-1.

45. BFP-2 SERVES HVAC EQUIPMENT.

46. FURNISH AND INSTALL 24 GA. GALVINIZED SHEET METAL DRAIN PAN, 1-1/2" HIGH BY 4" LARGER THAN PIPING AS REQUIRED. CONNECT GALVINZED NIPPLE TO END OF DRAIN PAN AND EXTEND 3/4" DRAIN AND TURN DOWN OVER NEAREST FLOOR DRAIN.

47. CONNECT 3/4" CONDENSATE DRAIN AND EXTEND THRU WATER ROOM WALL AND TURN DOWN OVER FLOOR DRAIN.

#


ADDENDUM #2 5/27/2022

02

02

02

02

A2

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

P600

PLUMBING SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

PLUMBING MATERIAL LISTTAG NAME DESCRIPTION MANUFACTURER AND MODEL

AC-1 AIR COMMPRESSOR - VERTICAL ASME 60 GALLON TANK WITH RUBBER VIBRATION FEET. TANK MOUNTED SIMPLEX TWO STAGE COMPRESSOR,CAST IRON CONSTRUCTION, 175 PSI MAX, 14 SCFM. TOTTALLY ENCLOSED BELT GUARD. TANK MOUNTED ELECTRIC MOTOR, MOTOR STARTER ANDPRESSURE SWITCH. ELECTRICAL REQUIREMENTS - 208V, 3 PHASE, 17.3 AMPS, 5HP. NON-FUSED DISCONNECT BY E.C. TANK DRAIN - PROVIDEAUTOMATIC TIMER BASED TANK DRAIN PIPED TO NEARBY FLOOR DRAIN. FILTER REGULATOR - PROVIDE COMBINATION PRESSURE REDUCINGVALVE AND FILTER/WATER SEPERATOR ON OUTLET OF AIR COMPRESSOR. SET SYSTEM PRESSURE TO 100 PSI. REFER TO SPECIFICATIONSECTION 22 15 19.13.

INGERSOL RAN (2340L5), SPEEDAIR, QUINCY, CHAPION, ORAPPROVED EQUAL.

BFP-1 BACK FLOW PREVENTER - REDUCED PRESSURE ZONE, STAINLESS STEEL CONSTRUCTION, SIZE SAME AS PIPE , NON-CORROSIVE INTERNAL PARTS,STAINLESS STEEL SPRINGS, DIFFERENTIAL PRESSURE RELIEF VALVE BETWEEN SPRING-LOADED CHECK VALVES, GATE STYLE SHUT-OFF VALVESON INLET AND OUTLET OF UNIT, AIR GAP DRAIN FITTING, TEST PORTS WITH SHUT-OFF VALVES, RATED FOR 175 PSI AT 33°F TO 140°F, 15 PSI(MAXIMUM) PRESSURE DROP AT 10 FPS, FACTORY TESTED, ALL PARTS TO BE SERVICEABLE WITHOUT REMOVING UNIT FROM LINE, APPROVED BYUSC FCCC & HR, AWWA C511-92, ASSE 1013, IAPMO AND SBCCI LISTED.

MOUNT WITHIN 60"" OF FINISHED FLOOR. ROUTE DRAIN PIPE FROM AIR GAP FITTING TO FLOOR DRAIN. PROVIDE AND INSTALL BRONZE OR EPOXYCOATED STRAINER UPSTREAM OF EACH UNIT AND ADDITIONAL VALVE UPSTREAM OF EACH STRAINER. FLOW PRESSURE DROP CURVES SHALL BESUBMITTED.

WATTS (957), APOLLO (RPLF4A), WILKINS (375AST),

BFP-2 BACK FLOW PREVENTER - REDUCED PRESSURE ZONE, LEAD FREE BRONZE CONSTRUCTION, SIZE SAME AS PIPE . NON-CORROSIVE INTERNALPARTS, STAINLESS STEEL SPRINGS, DIFFERENTIAL PRESSURE RELIEF VALVE BETWEEN SPRING-LOADED CHECK VALVES, BALL STYLE SHUT-OFFVALVES ON INLET AND OUTLET OF UNIT, AIR GAP DRAIN FITTING, TEST PORTS WITH SHUT-OFF VALVES, RATED FOR 175 PSI AT 33°F TO 140°F, 15 PSI(MAXIMUM) PRESSURE DROP AT 10 FPS, FACTORY TESTED, ALL PARTS TO BE SERVICEABLE WITHOUT REMOVING UNIT FROM LINE, APPROVED BYUSC FCCC & HR, AWWA C511-92, ASSE 1013, IAPMO AND SBCCI LISTED.

MOUNT WITHIN 60"" OF FINISHED FLOOR. ROUTE DRAIN PIPE FROM AIR GAP FITTING TO FLOOR DRAIN. PROVIDE AND INSTALL BRONZE OR EPOXYCOATED STRAINER UPSTREAM OF EACH UNIT AND ADDITIONAL VALVE UPSTREAM OF EACH STRAINER. FLOW PRESSURE DROP CURVES SHALL BESUBMITTED.

APOLLO (RPLF4A), WATTS (LF919), WILKINS (975XL2)

CM-1 COFFEE MAKER - SHUTOFF VALVE, WATTS "9BD" BACKFLOW PREVENTOR ON COLD SUPPLY, ADAPTER AND FITTINGS AS REQUIRED FOR FINALCONNECTION TO EQUIPMENT BY P.C.

COFFEE MAKER - OWNER FURNISHED OWNER INSTALLED

CP-1 CIRCULATING PUMP - VARIABLE SPEED, LEAD FREE BRONZE OR STAINLESS STEEL CONSTRUCTION, PERMANENTLY LUBRICATED SEALEDBEARINGS, MECHANICAL SEAL, OIL LUBRICATED, ECM MOTOR WITH INTEGRATED VARIABLE SPEED CONTROL AND THERMAL OVERLOADPROTECTION, ONE SET OF DRY CONTACTS FOR STATUS OUTPUT TO BMS, FLANGED CONNECTIONS, RATED FOR 125 PSIG AT 225°F, MANUFACTURERPROVIDED PUMP BODY INSULATION KIT, UL LISTED.

1.5 GPM @ 5 FEET OF HEAD. MOTOR SHALL BE 1/12 HP.

ELECTRICAL REQUIREMENTS - 120, 1 PHASE (HARD-WIRE)

PUMP - B&G (ECOCIRC XL SERIES), GRUNDFOS (MAGNA SERIES),WILO (STRATOS Z SERIES) TACO

DW-1 DISHWASHER - SHUT-OFF VALVE ON HW SUPPLY, 1-1/2" CAST IRON P-TRAP FOR WASTE, AND ALL MISC. DEVICES REQUIRED FOR FINALINSTALLATION BY PLUMBING CONTRACTOR.

DISHWASHER - OWNER FURNISHED OWNER INSTALLED

ET-1 EXPANSION TANK - WELDED BLACK STEEL CONSTRUCTION, GUARANTEED AIRTIGHT AND LEAKPROOF, STAINLESS STEEL SYSTEM CONNECTION,HEAVY DUTY BUTYL DIAPHRAGM AND RIGID POLYPROPYLENE LINER MECHANICALLY BONDED TO TANK TO PROVIDE A 100% NON-CORROSIVE WATERRESERVOIR, DIAPHRAGM AND LINER SHALL BE APPROVED FOR USE IN POTABLE WATER SYSTEMS, ALL WETTED COMPONENTS OF FDA APPROVEDMATERIALS. PROVIDE STANDARD SCHRADER AIR VALVE FOR FIELD CHARGING. TANK SHALL COMPLY WITH FEDERAL ACT S.3874.

MINIMUM TANK VOLUME TO BE 8 GALLONSMINIMUM ACCEPTING VOLUME TO BE 3.2 GALLONS

TANK SHALL HAVE A WORKING TEMPERATURE OF 200°F AND A WORKING PRESSURE OF 150 PSIG. FACTORY PRE-CHARGED FOR SHIPPING. FIELDCHARGE TANK TO 55 PSIG.

EXPANSION TANK - AMTROL (THERM-X-TROL ST-12), B&G (PT),FLEXTRON (FTT), TACO, WATTS (PLT), WESSELS (T)

EWC-1 ELECTRIC WATER COOLER WITH BOTTLE FILLER - SEMI-RECESSED WALL MOUNTED ARCHITECTRURAL WATER FOUNTAIN PLUS A FLUSH-MOUNTEDBOTTLE FILLING STATION WITH AUTOMATIC BOTTLE SENSOR AND 20 SECOND SAFETY SHUT OFF. CORROSION RESISTANT, GALVINIZED STEELMOUNTING FRAME, OVAL FOUNTAIN BOWLS & CURVED INTERGRATED BUTTON, MECHANICAL ALL-METAL PUSH-BUTTON RESISTS TAMPERING(WORKS EVEN WITH POWER OUT), SILVER ION ANTI-MICROBIAL PLASTIC SURFACES, COMPLETE LEAD-FREE MEETING ALL FEDERAL & STATEREQUIREMENTS, AND 5-YEAR WARRANTY. BOTTLE FILLER HAS A FILL RATE OF 1.1 TO 1.5 GALLONS PER MINUTE AND A GREEN COUNTER THATDISPLAYS THE NUMBER OF BOTTLES SAVED.

HALSEY TAYLOR (HTHB-OVLSER-I) OR APPROVED EQUAL.

FCO-1 FLOOR CLEANOUT - ADJUSTABLE, CAST IRON HOUSING, ANCHOR FLANGE, TAPERED THREAD PLUG, SECURED NICKEL BRONZE TOP. TOP STYLESHALL MATCH FLOOR FINISH AS FOLLOWS:

UNFINISHED FLOOR - ROUND SOLID SCORIATED TOPTILE OR TERRAZZO - ROUND RECESSED TOPCARPET - ROUND TOP WITH CARPET FLANGE

ZURN (Z1400), JOSAM (55000), MIFAB (C1100), SMITH (4000), WADE(6000), WATTS (CO-200)

FD-1 FLOOR DRAIN - CAST IRON BODY, NICKEL BRONZE ADJUSTABLE TOP, 7"" ROUND 2"" BOTTOM OUTLET, FLASHING COLLAR, SURFACE MEMBRANECLAMP.

TRAP SEAL - 3"", PLASTIC HOUSING WITH FLEXIBLE DIAPHRAGM, SEALING GASKETS, RECLOSES AND SEALS WHEN DISCHARGE IS COMPLETED,ASSE 1072

FLOOR DRAIN - ZURN (Z-415), SMITH (2005), WADE (1100), JOSAM(30000), WATTS (FD-100), MIFAB (F1100), SUN (FD1000)

TRAP SEAL - SURE SEAL (SS), PROVENT (TRAP GUARD), SMITH(QUAD CLOSE), GREEN DRAIN, MIFAB (MI-GARD)"

FD-2 FLOOR DRAIN - CAST IRON BODY, NICKEL BRONZE ADJUSTABLE TOP, 7"" ROUND 3"" BOTTOM OUTLET, FLASHING COLLAR, SURFACE MEMBRANECLAMP.

TRAP SEAL - 3"", PLASTIC HOUSING WITH FLEXIBLE DIAPHRAGM, SEALING GASKETS, RECLOSES AND SEALS WHEN DISCHARGE IS COMPLETED,ASSE 1072.

FLOOR DRAIN - ZURN (Z-415), SMITH (2005), WADE (1100), JOSAM(30000), WATTS (FD-100), MIFAB (F1100), SUN (FD1000)

TRAP SEAL - SURE SEAL (SS), PROVENT (TRAP GUARD), SMITH(QUAD CLOSE), GREEN DRAIN, MIFAB (MI-GARD)"

FS-1 FLOOR SINK - CAST IRON BODY, NICKEL BRONZE RIM AND GRATE, 12" SQUARE, 3" BOTTOM OUTLET, 6" DEEP RECEPTOR WITH[STAINLESS STEELMESH SEDIMENT BUCKET, ACID RESISTANT COATED INTERIOR, SEEPAGE FLANGE WITH CLAMP.

ZURN (Z1901), SMITH (3151), WADE (9140), JOSAM (49340A), WATTS(FS-740), SIOUX CHIEF (861-2xXFNWC), SUN (FS2000), MIFAB(FS1730)

FS-2 FLOOR SINK - CAST IRON BODY, NICKEL BRONZE RIM AND GRATE, 12" SQUARE, 4" BOTTOM OUTLET, 6" DEEP RECEPTOR WITH STAINLESS STEELMESH SEDIMENT BUCKET, ACID RESISTANT COATED INTERIOR, SEEPAGE FLANGE WITH CLAMP.

ZURN (Z1901), SMITH (3151), WADE (9140), JOSAM (49340A), WATTS(FS-740), SIOUX CHIEF (861-2xXFNWC), SUN (FS2000), MIFAB(FS1730)

GD-1 GARBAGE DISPOSER - CONTINUOUS FEED, SINGLE DIRECTION, CORROSION PROTECTION SHIELD, SERVICE WRENCH, STAINLESS STEEL GRINDINGELEMENTS, MANUALLY RESET OVERLOAD PROTECTION, FULL 4 YEAR WARRANTY.

ELECTRICAL REQUIREMENTS - 120V-1 PHASE, CORD AND PLUG, 3/4 HP MOTOR, 15 AMPS.

IN-SINK-ERATOR (EVOLUTION SERIES), SINKMASTER (950), WASTEKING (3300)

GI-1 GREASE INTERCEPTOR - UNDERGROUND INSTALLATION, POLYETHYLENE, HDPE, OR FIBERGLASS REINFORCED POLYESTER CONSTRUCTION,REMOVABLE OR CLEANABLE INTAKE AND DISCHARGE BAFFLES, INTERNAL FLOW CONTROL FITTING IF NECESSARY FOR OPERATION, GASKETEDCOVER, PDI G101 COMPLIANT, PDI APPROVED AND LISTED FOR USE, 30 YEAR WARRANTY.

PROVIDE RISERS FOR EXTENDING COVER TO GRADE. PROVIDE TWO-WAY CLEANOUTS UPSTREAM AND DOWNSTREAM OF GREASE INTERCEPTOR.PROVIDE TANK HOLD DOWN SYSTEM AS REQUIRED BY MANUFACTURER FOR THE SOIL TYPE AND WATER TABLE.

BASIS OF DESIGN SCHIER UNIT DOES NOT REQUIRE TANK OR FLOW CONTROL VENT PIPING. OTHER GREASE INTERCEPTOR MANUFACUTURES MAYREQUIRE TANK AND FLOW CONTROL FITTING VENT SYSTEMS. THESE ADDITIONAL SYSTEMS SHALL BE INSTALLED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE PROJECT IF THESE ALTERNATIVE PRODUCTS ARE SUBMITTED AND INSTALLED.

50 GPM FLOW, 439.5 LB. GREASE CAPACITY, 60 GALLONS HOLDING CAPACITY, 4" PIPE INLET AND OUTLET

GREASE INTERCEPTOR - SCHIER (GREAT BASIN GB-50), ORAPPROVED EQUAL MIFAB OR GREEN TURTLE.

GM GAS METER BY UTILITY COMPANY

HB-1 HOSE BIBB - FREEZELESS WALL HYDRANT, BRASS VALVE BODY AND SEAT, STANDARD FINISH, NON-FERROUS METAL STEM, AUTOMATIC DRAINING,VACUUM BREAKER, 3/4"" MALE HOSE THREAD, WALL CLAMP, [CONCEALED IN FLUSH MOUNTED LOCKABLE WALL BOX], KEY OPERATED, ASSE 1019OR 1052 LISTED AND APPROVED.

VERIFY NUMBER OF KEY OPERATORS TO BE PROVIDED WITH OWNER. MOUNT AT 18"" ABOVE GRADE UNLESS NOTED OTHERWISE ON DRAWINGS.

PRIER (C-634BX), WOODFORD (B67), ZURN (Z1300), WATTS (HY-725),MIFAB (MHY-20), SMITH (5509QT), WADE (8700)"

HB-2 HOSE BIBB - BOX TYPE WITH CONCEALED HOSE CONNECTION. ALL BRONZE WARM CLIMATE HYDRANT WITH CHROME PLATED FACE, HOSECONNECTION HAVING INTEGRAL ASSE 1011 VACUUM BREAKER, 360 SWIVEL INLET CONNECTION, "T" HANDLE KEY AND STAINLESS STEEL BOX.

JAY R. SMITH 5518 OR APPROVED EQUAL.

HR-1 HOSE REEL (COMPRESSED AIR) - WALL MOUNTED AUTOMATICALLY RETRACTING, 250 PSI MAX, 3/8" HOSE INSIDE DIAMETER, 35 FT HOSE LENGTHQUICK CONNECTS - 1/4" SLEEVE TYPE FEMALE BODY QUICK CONNECT COUPLER, MOUNT ON REEL OUTLET. PROVIDE ON EXTRA 1/4" SLEEVE TYPEFEMALE BODY. QUICK CONNECT COUPLER FOR FUTURE. PROVIDE TEN (10) CORRESPONDING STYLE MALE PLUG COUPLERS FOR OWNER TO USEWITH FLEXIBLE AIR HOSES AND AIR TOOLS. AIR CHUCK (PARKING GARAGE AREAS) - SUITABLE FOR FILLING CAR/TRUCK TIRES. PROVIDE WITHMALE QUICK CONNECT INSTALLED AND READY TO USE.

HOSE REEL - REELCRAFT (3MJJ1) OR APPROVED EQUAL. QUICKCONNECTS AND AIR CHUCK - LINCOLN, MILTON, PARKER ORAPPROVED EQUAL.

IM-1 ICE MAKER - WHITE POWER COATED RECESSED BOX FOR ICE MAKER SUPPLY WITH 1/2" CW CONNECTION WITH SHUT-OFF VALVE WITH HOSECONNECTION BY PLUMBING CONTRACTOR.

DISHWASHER - OWNER FURNISHED OWNER INSTALLED

L-1 LAVATORY - UNDER-COUNTER MOUNTED, WHITE VITREOUS CHINA, 15-3/4"" O.D. ROUND BOWL, FRONT OVERFLOW.

LAVATORY TRIM - LAVATORY TRIM - SENSOR ACTIVATED FOAM SOAP DISPENSER, BATTERY POWERED, BRASS CONSTRUCTION, CHROME-PLATEDFINISH, SINGLE HOLE INSTALLATION, UNIVERSAL REFILLABLE LIQUID SOAP CONTAINER.INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES, AND SUPPLY LINES.

ACCESSORIES - QUARTER-TURN 3/8"" CHROME PLATED HEAVY BRASS ANGLE SUPPLY STOPS, CHROME PLATED SIFT COPPER SUPPLY LINES, DRAINAND TAILPIECE, AND 1-1/4"" 17 GAUGE P-TRAP."

LAVATORY - KOHLER (K-2883) OR APPROVED EQUAL LAVATORYTRIM -"SLOAN (EAF-275 FAUCET AND ESD-2000 SOAP DISPENSER)OR APPROVED EQUAL. INSULATION KIT - TRUEBRO (LAV-GAURD),BROCAR PRODUCTS (TRAP WRAP), MCGUIRE (PROWRAP),PLUMBERREX (PRO-EXTREME)


LAVATORY TRIM - LAVATORY TRIM - TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, RIGID GOOSENECK SPOUTWITH NOMINAL 6"" REACH AND AERATED SPRAY FLOW OUTLET,2-7/8"" BLADE HANDLES AT 8"" CENTERS, CERAMIC DISC CARTRIDGE, PERFORATEDGRID STRAINER WITH 1-1/4"" 17 GAUGE TAILPIECE.

MAXIMUM FLOW TO B 1.5 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALL COMPLYWITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AS REQUIRED.

INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES, AND SUPPLY LINES.

ACCESSORIES - QUARTER-TURN 3/8"" CHROME PLATED HEAVY BRASS ANGLE SUPPLY LOOSE KEY STOPS, CHROME PLATED SOFT COPPER SUPPLYLINES, 1-1/4"" 17 GAUGE CAST BRASS P-TRAP.

COORDINATE OPENINGS REQUIRED IN COUNTERTOP WITH GENERAL CONTRACTOR. FIELD CUT OPENINGS WILL NOT BE ACCEPTABLE. ARMAFLEXWITH TAPE IS NOT ACCEPTABLE IN LIEU OF INSULATION KIT."

LAVATORY - KOHLER (K-2883) OR APPROVED EQUAL

LAVATORY TRIM - HANSGROHE (715330010) OR APPROVED EQUAL

INSULATION KIT - TRUEBRO (LAV-GUARD), BROCAR PRODUCTS(TRAP WRAP), MCGUIRE (PROWRAP), PLUMBEREX (PRO-EXTREME)"



LAVATORY TRIM - LAVATORY TRIM - TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, RIGID GOOSENECK SPOUTWITH NOMINAL 6"" REACH AND AERATED SPRAY FLOW OUTLET,2-7/8"" BLADE HANDLES AT 8"" CENTERS, CERAMIC DISC CARTRIDGE,PERFORATED GRID STRAINER WITH 1-1/4"" 17 GAUGE TAILPIECE.

MAXIMUM FLOW TO B 1.5 GPM IN COMPLIANCE WITH ENERGY POLICY ACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. FAUCET SHALLCOMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AS REQUIRED.

INSULATION KIT - PRE-MANUFACTURED FOR P-TRAP, STOP VALVES, AND SUPPLY LINES.

ACCESSORIES - QUARTER-TURN 3/8"" CHROME PLATED HEAVY BRASS ANGLE SUPPLY LOOSE KEY STOPS, CHROME PLATED SOFT COPPERSUPPLY LINES, 1-1/4"" 17 GAUGE CAST BRASS P-TRAP.

COORDINATE OPENINGS REQUIRED IN COUNTERTOP WITH GENERAL CONTRACTOR. FIELD CUT OPENINGS WILL NOT BE ACCEPTABLE.ARMAFLEX WITH TAPE IS NOT ACCEPTABLE IN LIEU OF INSULATION KIT."

LAVATORY - KOHLER (K-2883) OR APPROVED EQUAL

LAVATORY TRIM - HANSGROHE (715330010) OR APPROVED EQUAL

INSULATION KIT - TRUEBRO (LAV-GUARD), BROCAR PRODUCTS(TRAP WRAP), MCGUIRE (PROWRAP), PLUMBEREX (PRO-EXTREME)"

MB-1 MOP BASIN - MOLDED STONE, WHITE WITH BLACK ACCENTS, 24"x24"x10", STAINLESS STEEL DRAIN WITH COMBINATION DOME STRAINER ANDLINT BASKET, 3" OUTLET, VINYL BUMPER GUARD ON EXPOSED SIDES.

TRIM - EXPOSED TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, SINGLE WING HANDLES, 1/4 TURN CERAMICDISC CARTRIDGE, 3/4"" HOSE THREAD SPOUT WITH ASSE 1053 RATED INTEGRAL VACUUM BREAKER, WALL BRACE, PAIL HOOK, CHECK STOPSOR INLINE CHECK VALVES TO PREVENT THERMAL CROSSOVER. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874.

ACCESSORIES - MOP HANGER, HOSE AND HOSE BRACKET, TRAP ONE 24"" WIDE STAINLESS STEEL WALL GUARD.

MOP BASIN - FIAT (MSB), WILLIAMS (MTB), SWAN (MS), ZURN(Z-1996), MUSTEE (63M)

TRIM - DELTA (28C2383), AMERICAN STANDARD (8344.012), CHICAGOFAUCETS (897-CP), MOEN (8124), SPEAKMAN (SC-5812), SYMMONS(S-2490), ZURN (Z841M1-XL)

VACUUM BREAKER - WATTS (8A), OR APPROVED EQUAL

MB-2 MOP BASIN - SAME AS "MB-1" EXCEPT TWO 24" WIDE STAINLESS STEEL WALL GUARDS.

PF-1 POT FILLER - WALL MOUNTED, SINGLE HOLE, COLD WATER ONLY, DUAL HANDLE, 24" DUAL JOINTED SWING SPOUT. POT FILLER - DELTA 1177LF OR APPROVED EQUAL.

RD-1 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND, [BOTTOM][SIDE] OUTLET, FLASHING CLAMP, GRAVEL STOP,UNDERDECK CLAMP, BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-100), SMITH (1010), WADE (3000), JOSAM (21500), WATTS(RD-300), MIFAB (R1200), SUN (RD4000), FROET (200C)

RD-2 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON DOME, 15" ROUND, BOTTOM OUTLET, FLASHING CLAMP, GRAVEL STOP, UNDERDECKCLAMP, BEARING PAN, ADJUSTABLE EXTENSION TO MATCH INSULATION THICKNESS, 4" TALL INTERNAL STANDPIPE, OUTLET SIZE AS LISTEDON DRAWINGS.

ZURN (Z-100), SMITH (1010), WADE (3000), JOSAM (21500), WATTS(RD-300), MIFAB (R1200), SUN (RD4000), FROET (200C)

RD-3 ROOF DRAIN - CAST IRON BODY, NICKEL-BRONZE GRATE AND FRAME, 8" SQUARE, FLASHING CLAMP, GRAVEL STOP, EXTENSIONS (ASREQUIRED), UNDERDECK CLAMP, OUTLET SIZE AS LISTED ON DRAWINGS.

DRAIN TO BE DESIGNED FOR ELEVATED DECK WITH ADJUSTABLE TOP TO MEET PAVING BRICKS AND WEEP HOLES AT CLAMP TO DRAINMEMBRANE

ZURN (Z-158), SMITH (1470), JOSAM (23730), WATTS (RD-200-CP),MIFAB (R1100-P)

RD-4 ROOF DRAIN - CAST IRON BODY, SECURED CAST IRON ANGLED STRAINER, SCUPPER STYLE DRAIN DESIGNED TO BE INSTALLED AT THECORNER BETWEEN ROOF AND PARAPET WALL, 2" SIDE OUTLET, FLASHING CLAMP.

JR SMITH 1510 T, MARATHON (RD-2)

RDO-1 ROOF DRAIN OUTLET - LAMBS TONGUE DOWNSPOUT NOZZLE, BRONZE BODY, INTEGRAL ANCHORING FLANGE,REMOVABLE STAINLESS STEELSCREEN, OUTLET SIZE AS LISTED ON DRAWINGS.

ZURN (Z-199), SMITH (1770), WADE (3940), JOSAM (25010), WATTS(RD-940), MIFAB (R1940), SUN (RD4500)

SH-1 SHOWER - ACCESSIBLE ONE PIECE ROLL-IN UNIT, REINFORCED FIBERGLASS CONSTRUCTION, WHITE ACRYLIC FINISH, 60"X36" (NOMINAL),SLIP-RESISTANT FLOOR, 2" FLOOR DRAIN, 4" NICKEL BRONZE STRAINER.

SHOWER VALVE - SHOWER VALVE - SINGLE HANDLE PRESSURE BALANCED MIXING FAUCET, BRASS OR BRONZE CONSTRUCTION, POLISHEDCHROME CAST METAL LEVER HANDLE, WASHERLESS DESIGN, OFF-COLD-HOT TEMPERATURE RANGE INDICATOR DIAL, INTEGRAL CHECKSTOPS, ADJUSTABLE TEMPERATURE LIMIT STOP, ASSE 1016 LISTED.

ACCESSORIES - CHROME-PLATED PLASTIC SHOWERHEAD WITH SWIVEL BALL JOINT, ADJUSTABLE SPRAY, CHROME-PLATED BRASS ARM ANDFLANGE.

INSTALL BOTTOM OF SHOWERHEAD AT 72" ABOVE FINISHED FLOOR. MAXIMUM FLOW TO BE 2.5 GPM IN COMPLIANCE WITH ENERGY POLICYACT OF 2005 AND ASME/ANSI STANDARD A112.18.1M. SET SAFETY LIMIT STOP TO 110 DEGREE F DISCHARGE.

ACCESSORIES - 1 1/2"" 18 GAUGE TYPE 304 STAINLESS STEEL HORIZONTAL GRAB BAR ON BACK WALL AND END WALLS, 1" DIAMETERSTAINLESS STEEL CURTAIN ROD, COMMERCIAL GRADE VINYL SHOWER CURTAIN.

GRAB BAR SHALL BE MOUNTED WITH STAINLESS STEEL NUTS AND BOLTS AND FASTENED FROM THE BACKSIDE OF THE UNIT WITH MINIMUM3"x3" METAL PLATES. UNIT SHALL BE RECESSED IN SUB-FLOOR TO ELIMINATE ANY CURB AT FINISHED FLOOR LEVEL. IN COMPLIANCE WITHLATEST ASTM F-446, ANSI A117.1, AND ADA STANDARDS. MOUNT SHOWER CURTAIN ROD AS HIGH AS POSSIBLE.

SHOWER - OASIS (SHMD-6236)

SHOWER VALVE - DELTA T17TH155 OR APPROVED EQUAL."

SH-2 SHOWER - SAME AS SHOWER SH-1 EXCEPT WITH FOLD DOWN PHENOLIC SEAT SHOWER - OASIS (SHMD-6236)

SHOWER VALVE - DELTA T17TH155 OR APPROVED EQUAL."

SK-1 SINK - UNDERMOUNT, SINGLE COMPARTMENT, 168 GAUGE TYPE 304 STAINLESS STEEL,15"x15" OVER ALL SIZE WITH 13-1/4" x 13-1/4"x9-5/16"DEEP BOWL, COMPLETELY UNDERCOATED, 3-1/2"" DIAMETER DRAIN OUTLET LOCATION CENTERED IN BOWL. PERFORATED TYPE 304STAINLESS STEEL GRID STRAINER.

SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, GOOSENECK SPOUT, SINGLE HOLEINSTALLATION, INTEGRAL CHECK VALVE, PERFORATED GRID STRAINER

ACCESSORIES - 1-1/2"" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8"" CHROME-PLATEDBRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES."

SINK - KOHLER STRIVE UNDERMOUNT BAR SINK W/RACK (K-5287)OR APPROVED EQUAL

SINK TRIM -MOEN ALIEN SINGLE HANDLE HIGH ARC, PULLDOWNPREP/BAR FAUCET (5965 SERIES) OR APPROVED EQUAL

SK-2 SINK - UNDERMOUNT WITH OVERFLOW IN EACH BOWL, TRIPLE- COMPARTMENT, 18 GAUGE TYPE 304 STAINLESS STEEL, COMPLETELYUNDERCOATED, 41-5/8" OVERALL WITH 14"X18""X 9-1/2"" DEEP LEFT BOWL, 9"X15"X5-1/2" DEEP CENTER BOWL, 14"" X18""X7-1/2"" DEEP RIGHTBOWL. 3-5/8"" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN LEFT AND RIGHT BOWL AND CENTERED IN THE CENTER BOWL,STAINLESS STEEL BASKET STRAINERS WITH NEOPRENE STOPPERS.

SINK TRIM - SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, NOMINAL 10"" HIGH-RISE SWINGSPOUT, CERAMIC CARTRIDGE, NOMINAL 9"" REACH, PULL DOWN SPRAY HOSE WITH AERATOR STREAM / SPRAY SELECTOR, LEVER HANDLE.

MAXIMUM FLOW TO BE 1.5 GPM IN COMPLIANCE WITH PROJECT WATER CONSERVATION REQUIREMENTS.] FAUCET SHALL COMPLY WITHFEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON PLATE AS REQUIRED.ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECES AND P-TRAPS, QUARTER-TURN BALL VALVE TYPE 3/8"" CHROME-PLATEDBRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES

SINK - KOHLER (K-3166-NA) UNDERMOUNT TRIPLE-BOWL KITCHENSINK OR APPROVED EQUAL

SINK TRIM - KOHLER CRUE (K-2293 CP) OR APPROVED EQUAL

SK-3 SINK -FURNISH BY GENERAL CONTRACTOR AND INSTALLED BY PLUMBING CONTRACTOR. SINK TRIM FURNISH BY GENENERAL CONTRACTOR.ACCESSORIES FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR.

ACCESSORIES - 1-1/2" [17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, PERFORATED TYPE 304 STAINLESS STEEL GRID STRAINER,QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH STOPS, CHROME-PLATED SOFT COPPER SUPPLY LINES.

SINK TRIM -BY GENERAL CONTRATOR. ACCESSORIES BY PLUMBINGCONTRACTOR.

SP-1 SUMP PUMP - SIMPLEX SUBMERSIBLE, SINGLE-STAGE, SINGLE SEAL, CENTRIFUGAL, END-SUCTION PUMP, STAINLESS STEEL FASTENERS,GUARDS AND HANDLES, UL LISTED.

CASING - CAST IRON, INTEGRAL SUPPORT FEET, MINIMUM 2"" VERTICAL DISCHARGE.IMPELLER: CAST IRON STATICALLY AND DYNAMICALLY BALANCED, SEMIOPEN NONCLOG DESIGN, KEYED AND SECURED TO SHAFT, PASSES3/4"" SOLIDS MINIMUM.SHAFT - STEEL OR STAINLESS STEEL WITH FACTORY SEALED, GREASE-LUBRICATED SLEEVE OR BALL BEARINGS, CARBON AND CERAMIC SEAL.MOTOR - 3450 RPM, OIL OR AIR-FILLED, HERMETICALLY SEALED WITH AUTO THERMAL OVERLOAD PROTECTION, THREE CONDUCTORWATERPROOF POWER CABLE WITH GROUNDING PLUG, MAXIMUM LENGTH 6 FEET PER THE NATIONAL ELECTRICAL CODE, COORDINATERECEPTACLE LOCATION WITH ELECTRICAL CONTRACTOR.

CAPACITY: 50 GPM, 27 FEET OF HEAD.

ELECTRICAL REQUIREMENTS - 1/2 HP, 120V, 1 PHASE

ALARM - HIGH WATER ALARM, NEMA 4X ENCLOSURE, MERCURY-FREE FLOAT SWITCH, WATER PROOF CABLE OF SUFFICIENT LENGTH, HORN,STROBE, SILENCING BUTTON, DRY CONTACTS, 6 FOOT POWER CORD CONNECTED TO 120V RECEPTACLE, UL LISTED."

PUMP - WEIL (1456), ZOELLER (160 SERIES), BARNES (EH-L SERIES),GOULDS (HSU SERIES), STANCOR (SE)

ALARM - (8341), ZOELLER (A-PAK), HYDROMATIC (Q-ALERT), SAMEAS PUMP MANUFACTURER."

SS-1 SERVICE SINK - SINGLE TUB, MOLDED-STONE CONSTRUCTION, FLOOR MOUNTED, 23""x22"", 14"" DEEP, DRAINING SOAP TRAY, WHITE BAKEDENAMEL SELF-LEVELING LEGS WITH FLOOR ANCHOR, DRAIN OPENING.

SINK TRIM - TWO HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, DOMED SINGLE WING HANDLES, 4"" CENTERS, 8""SWING SPOUT, AERATOR. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874.

ACCESSORIES - REMOVABLE STRAINER PLATE AND NEOPRENE STOPPER, 1-1/2"" 17 GAUGE CHROME PLATED BRASS TAILPIECE, 1-1/2"" CASTBRASS P-TRAP, QUARTER-TURN 3/8"" CHROME PLATED BRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, INLINE CHECK VALVES TO PREVENTTHERMAL CROSSOVER, CHROME PLATED SOFT COPPER SUPPLY LINES."

SINK - FIAT (FL-1), SWAN (MF-F), MUSTEE (15F)

TRIM - DELTA (27C4), AMERICAN STANDARD (7573.240), CHICAGOFAUCET (1891-XKABCP), MOEN (8273), ZURN (Z812F3-XL)"

TD-1 TRENCH DRAIN - PRE-MANUFACTURED POLYSTYRENE TRENCH FORMING SYSTEM, 12" WIDE, 8 FOOT SECTIONS PRE-SLOPED AT 1/8" PERFOOT, ROUNDED BOTTOM, INTEGRAL DEFORMING GROVES, STEEL SUPPORT RAILS AND ANCHORING STUDS, HEAVY DUTY CAST IRON GRATE,H-20 RATED, INTEGRAL CATCH BASIN.

ABT (TF-14)

TD-2 TRENCH DRAIN - LOW PROFILE TRENCH SYSTEM FOR SHOWERS ,60" TRENCH LENGTH, PRE-SLOPED, TYPE 304 STAINLESS STEEL CHANNEL,MEMBRANE CLAMP, SURFACE MEMBRANE CLAMP, REMOVABLE STAINLESS STEEL GRATE WITH [HORIZONTAL SLOTS][DOTTED PATTERN, 2"OUTLET CONNECTION.

SIOUX CHIEF (823-TX SERIES), BLUCHER (BWS SERIES), JOSAM(46200 SERIES), MIFAB (T9000)

TD-3 TRENCH DRAIN - MODULAR, PRE-SLOPED, 16 GAUGE TYPE 304 STAINLESS STEEL CHANNEL, 6" WIDE x 3'-0" long with 1/8" PER FOOT SLOPE,MEMBRANE CLAMP, BOLTED FLANGE CONNECTIONS, RUBBER FLANGE GASKETS, SLOTTED HEAVY DUTY STAINLESS STEEL GRATE WITHLOCKDOWN ASSEMBLY, CATCH BASIN SECTION WITH OUTLET.

ZURN (Z890), MIFAB (P6060-LCC)


ADDENDUM #2 5/27/2022

02

02

02

A2

PLUMBING EQUIPMENT SEISMIC REQUIREMENTS

LISTING OF EQUIPMENT AND SYSTEM COMPONENTS

NOT

PROVIDEDPROVIDED

FIRE PROTECTION, DETECTION & ALARM EQUIPMENT & SYSTEM COMPONENTS

N/A

* *

NOT

PROVIDEDPROVIDED

* *

ANCHORAGE TO FLOORS, ROOFS, ETC.

SWAY BRACING

DRAWING # OR

SPEC. SECTION

*

ON CONST.

DOCUMENTS

SHOP

DRAWINGS

*

SUBSEQUENT SUBMITTAL

SEPARATE

PERMIT & PLANS

*

LOCATION OF PROFESSIONALLY SEALED ANCHORAGE & SWAY BRACING DETAILS

COMMENTS

*

HAZARDOUS EQUIPMENT & SYSTEM COMPONENTS

N/A

* * * * * * * *

OTHER EQUIPMENT & SYSTEM COMPONENTS NEEDED FOR CONTINUED OPERATION OF SEISMIC USE GROUP III FACILITIES OR WHOSE FAILURE COULD IMPAIR THEIR CONTINUED OPERATION

N/A

* * * * * * * *

OTHER GENERAL EQUIPMENT & SYSTEMS COMPONENTS

lp=1.0

PIPING (DOMESTIC HOT WATER PIPING.)

WATER HEATER

* * * * * * * *

* * * * * * * NOTES 1, 2

* * * * * * * NOTES 1, 2

NOTES:1. MEP components that are within or directly service(s) rooms or demised spaces which are used a Seismic Use Group III occupancies but are located within a Seismic Use Group I or II buildings

shall be treated as a Seismic Use Group III with regard to required seismic resistance and magnitude of such resistance and have an importance factor of 1.5.2. No seismic bracing required per Table 500 - MEP components/elements in Design Category C, when lp=0 for the components/element.

Seismic Use Group ( * ) Seismic Design Category (*)

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

P601

PLUMBING SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

GENERAL NOTES:1. REFER TO THE SPECIFICATIONS FOR TYPE DESCRIPTIONS AND JACKETING REQUIREMENTS. VALUES LISTED BELOW ARE BASED ON CALIFORNIA TITLE 24 REQUIREMENTS.2. TYPE A INSULATION IS NOT ALLOWED IN NON-AIR CONDITIONED SPACES, SUCH AS MECHANICAL ROOMS, EXTERIOR, ATTICS, ETC.3. TYPE B INSULATION GREATER THAN 1" THICK SHALL BE INSTALLED USING MULTIPLE LAYERS OF 3/4" OR 1" WITH STAGGERED SEAMS.4. TYPE E IS NOT ALLOWED IN RETURN AIR PLENUMS, UNLESS LISTED AND LABELED AS 25/50 RATED PER ASTM E84/UL7235. TYPE G 4" SHALL BE INSTALLED IN TWO (2) 2" LAYERS WITH STAGGERED SEAMS.6. PROVIDE RIGID INSERT AT HANGERS, EITHER PRE-MANUFACTURED COUPLINGS (REFER TO PIPE HANGER AND SUPPORTS SPECIFICATIONS) OR TYPE C, D, OR E INSULATION. SEE SPEC. FOR MORE DETAILS.

PIPE INSULATION SCHEDULE (PLUMBING)

PIPE SYSTEMINSULATION TYPE AND THICKNESS PER NOMINAL PIPE OR TUBE SIZE

NOTES< 1" 1" TO < 1.5" 1.5" TO < 4"

CW - COLD WATER - POTABLE A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1"

D - DRAIN - PLUMBING A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1"APPLY INSULATION ONLY TO LOW TEMP DRAINS (55 DEG AND LOWER IE:COOLING COIL CONDENSATE, ICE MACHINE DRAINS, ETC.) INCLUDING TRAPAND DRAIN BODY PLUS 10 FT.

HW140 - HOT WATER 140 - POTABLE A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

HW - HOT WATER - POTABLE A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

HWC140 - HOT WATER CIRCULATING 140 - POTABLE A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

HWC - HOT WATER CIRCULATING - POTABLE A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

SHW - SOFT HOT WATER A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

ST - STORM DRAINAGE A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1" APPLY INSULATION ONLY TO HORIZONTAL PIPES AND DRAIN BODIES

STS - STORM DRAINAGE - SECONDARY A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1" APPLY INSULATION ONLY TO HORIZONTAL PIPES AND DRAIN BODIES

TW - TEMPERED WATER - POTABLE A 1", B 1", E 1" A 1.5", E 1.5" A 1.5", E 1.5"

V - VENT A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1" APPLY INSULATION ONLY WITHIN 10' OF EXTERIOR PENETRATION

W - SERVICE WATER - POTABLE A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1"

NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW)1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THEROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3)DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4"UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARYSIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST).

PLUMBING ROUGH-IN SCHEDULE

TAG NAME DESCRIPTIONCOLD

WATERHOT

WATER SANITARY VENT

AC-1 AIR COMPRESSOR

EWC-1 ELECTRIC WATER COOLER (ACCESSIBLE) 1/2" - 1 1/2" 1 1/2"



FS-1 FLOOR SINK 3" 1 1/2"

FS-2 FLOOR SINK 4" 2"

HR-1 [DESCRIPTION]

L-1 LAVATORY (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2"

L-2 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2"

MB-1 MOP BASIN 3/4" 3/4" 3" 2"

MB-2 MOP BASIN 3/4" 3/4" 3" 2"

SH-1 SHOWER 1/2" 1/2" 2" 1 1/2"

SH-2 SHOWER 1/2" 1/2" 2" 1 1/2"

SK-1 SINK 1/2" 1/2" 1 1/2" 1 1/2"

SK-2 SINK 1/2" 1/2" 1 1/2" 1 1/2"

SK-3 SINK (ACCESSIBLE) 1/2" 1/2" 1 1/2" 1 1/2"

SS-1 SERVICE SINK 1/2" 1/2" 1 1/2" 1 1/2"

TD-1 TRENCH DRAIN 4

TD-2 TRENCH DRAIN 2 1 1/2"

TD-3 TRENCH DRAIN

UB-1 ICE MAKER 1/2" - - -

UR-1 URINAL (ACCESSIBLE) 3/4" - 2" 1 1/2"





WMF-1 UTILITY BOX (WASHING MACHINE) 3/4" 3/4" 2" 1 1/4"


UB-1 UTILITY BOX - POLYSTYRENE CONSTRUCTION, 3.25"W BY 4.5"H BOX DIMENSIONS, LOW LEAD 1/4 TURNSHUT OFF VALVE WITH INTEGRAL WATER HAMMER ARRESTOR.

OATEY (I2K SERIES 39125)

UR-1 URINAL - ACCESSIBLE, WALL MOUNTED, WHITE VITREOUS CHINA, FLUSH VALVE TYPE, WASHOUT ACTION,ELONGATED RIM, EXTENDED SIDE SHIELDS, 3/4"" TOP SPUD, 2"" OUTLET. FLUSH VALVE - EXPOSED,SENSOR OPERATION, BATTERY POWERED, 1.0 GALLONS PER FLUSH, 11-1/2"" ROUGH-IN, CHROME-PLATED,3/4"" OR 1"" I.P.S. SCREWDRIVER STOP-CHECK VALVE WITH VANDAL RESISTANT CAP, HIGH BACK PRESSUREVACUUM BREAKER, NON-HOLD-OPEN HANDLE, ADJUSTABLE TAILPIECE, SPUD COUPLING AND FLANGE,WALL FLANGE WITH SET SCREW, MANUAL OVER-RIDE, LOW BATTERY INDICATOR LIGHT, RANGEADJUSTMENT SCREW, CHLORAMINE RESISTANT MATERIALS, 3-YEAR WARRANTY.

CONTRACTOR OPTION: COMBINATION URINAL/FLUSH VALVE PACKAGED SYSTEM BY AMERICANSTANDARD, KOHLER, SLOAN, OR ZURN

ACCESSORIES - SUPPORT CARRIER WITH TOP AND BOTTOM BEARING PLATES.

MOUNT WITH CARRIER BOLTED SECURELY TO FLOOR. TOP OF BOWL RIM SHALL BE AT 17"" (MAXIMUM)ABOVE FLOOR IN COMPLIANCE WITH LATEST ADA STANDARDS. FLUSH HANDLE SHALL BE AT 44""(MAXIMUM) ABOVE FLOOR AND OPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITHLATEST ADA STANDARDS. VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS."

URINAL - AMERICAN STANDARD (6590.001), KOHLER(K-4991-ET), SLOAN (SU-1006/SU-1009), GERBER(27-780), TOTO (UT447), ZURN (Z5750)

FLUSH VALVE - ZURN (ZER6003AV), SLOAN (8180),HYDROTEK (HB-8000C), MOEN (8314), KOHLER(K-10959-CP), AMTC (AEF-801-CU-10)"

WC-1 WATER CLOSET - WALL MOUNTED, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET, WATERSAVING, ELONGATED BOWL, 1-1/2"" TOP SPUD.

FLUSH VALVE - FLUSH VALVE - EXPOSED, SENSOR OPERATED, BATTERY POWERED, DUAL FLOW 1.1/1.6GALLONS PER FLUSH, CHROME PLATED 1"" I.P.S. SCREWDRIVER STOP-CHECK VALVE, CHEMICALRESISTANT MATERIAL, VACUUM BREAKER, SPUD COUPLING AND FLANGE, WALL FLANGE WITH SET SCREW,MECHANICAL OVER-RIDE BUTTON, LOW BATTERY INDICATOR LIGHT, RANGE ADJUSTMENT SCREW, 3 YEARWARRANTY,

SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID PLASTIC, SELF-SUSTAINING HINGE,STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.

CONTRACTOR OPTION: COMBINATION WATER CLOSET/FLUSH VALVE PACKAGED SYSTEM BY AMERICANSTANDARD, KOHLER, SLOAN, OR ZURN

ACCESSORIES - WATER CLOSET SUPPORT CARRIER RATED FOR 500 LBS.

MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 16""-17"ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). FLUSH HANDLESHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND BE AT 12"" (MAXIMUM) ABOVE BOWL RIMAND OPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS.VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS.

WATER CLOSET - AMERICAN STANDARD (2257.101),GERBER (25-030), KOHLER (K-84325), SLOAN(ST-2053), TOTO (CT708), ZURN (Z5610)

FLUSH VALVE -ZURN (ZR6000AV-DF), SLOAN(111-DFSM), AMERICAN STANDARD (6065.761), AMTC(AEF-801DF-CT-16)

SEAT - BEMIS (1655SSCT), CHURCH (9500C),BENEKE (533), KOHLER (K-4666-C), OLSONITE (95),CENTOCO (550STSCCSS-001), SAME AS WATERCLOSET MANUFACTURE

WC-2 WATER CLOSET - ACCESSIBLE, WALL MOUNTED, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET,WATER SAVING, ELONGATED BOWL, 1-1/2"" TOP SPUD. FLUSH VALVE - EXPOSED, MANUAL OPERATION,DUAL FLOW 1.1/1.6 GALLONS PER FLUSH, 11-1/2"" ROUGH-IN, CHROME PLATED, 1"" I.P.S. SCREWDRIVERSTOP-CHECK VALVE WITH VANDAL RESISTANT CAP, HIGH BACK PRESSURE VACUUM BREAKER, SPUDCOUPLING AND FLANGE, WALL FLANGE WITH SET SCREW, NON-HOLD-OPEN HANDLE, ADJUSTABLETAILPIECE, ADA COMPLIANT, 3 YEAR WARRANTY,

SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID PLASTIC, SELF-SUSTAINING HINGE,STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.



MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 17"-19"ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). FLUSH HANDLESHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND BE AT 12"" (MAXIMUM) ABOVE BOWL RIMAND OPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS.VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS.


FLUSH VALVE - ZURN (Z6000AV-DF), SLOAN(WES-111), AMTC (MF-700-DFT16)

SEAT - BEMIS (1655SSCT), CHURCH (9500C),BENEKE (533), KOHLER (K-4666-C), OLSONITE (95),CENTOCO (550STSCCSS-001), SAME AS WATERCLOSET MANUFACTURER

WC-3 WATER CLOSET - ACCESSIBLE, WALL MOUNTED, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET,WATER SAVING, ELONGATED BOWL, 1-1/2"" TOP SPUD.FLUSH VALVE - EXPOSED, MANUAL OPERATION, DUALFLOW 1.1/1.6 GALLONS PER FLUSH, 11-1/2"" ROUGH-IN, CHROME PLATED, 1"" I.P.S. SCREWDRIVERSTOP-CHECK VALVE WITH VANDAL RESISTANT CAP, HIGH BACK PRESSURE VACUUM BREAKER, SPUDCOUPLING AND FLANGE, WALL FLANGE WITH SET SCREW, NON-HOLD-OPEN HANDLE, ADJUSTABLETAILPIECE, ADA COMPLIANT, 3 YEAR WARRANTY,SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ANTI-MICROBIAL PLASTIC,SELF-SUSTAINING HINGE, STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.



MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 17"-19"ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). FLUSH HANDLESHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND BE AT 12"" (MAXIMUM) ABOVE BOWL RIMAND OPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS.VERIFY EQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS.


FLUSH VALVE - ZURN (Z6000AV-DF), SLOAN(WES-111), AMTC (MF-700-DFT16)


WC-4 WATER CLOSET - WALL MOUNTED, FLUSH VALVE TYPE, WHITE VITREOUS CHINA, SIPHON JET, WATERSAVING, ELONGATED BOWL, 1-1/2" TOP SPUD. FLUSH VALVE - EXPOSED, SENSOR OPERATED, BATTERYPOWERED, DUAL FLOW 1.1/1.6 GALLONS PER FLUSH, CHROME PLATED 1"" I.P.S. SCREWDRIVERSTOP-CHECK VALVE, CHEMICAL RESISTANT MATERIAL, VACUUM BREAKER, SPUD COUPLING AND FLANGE,WALL FLANGE WITH SET SCREW, MECHANICAL OVER-RIDE BUTTON, LOW BATTERY INDICATOR LIGHT,RANGE ADJUSTMENT SCREW, 3 YEAR WARRANTY, ]

SEAT - WHITE, EXTRA HEAVY, OPEN FRONT, INJECTION MOLDED SOLID ] PLASTIC, SELF-SUSTAINING HINGE,STAINLESS STEEL OR PLATED STEEL POSTS AND NUTS.



MOUNT WATER CLOSET WITH CARRIER BOLTED SECURELY TO FLOOR. TOP OF SEAT SHALL BE AT 16"-17ABOVE FINISHED FLOOR (VERIFY EXACT MOUNTING HEIGHT WITH MANUFACTURER). FLUSH HANDLE SHALLBE LOCATED ON THE WIDE SIDE OF THE TOILET STALL AND BE AT 12" (MAXIMUM) ABOVE BOWL RIM ANDOPERATE WITH NO GREATER THAN 5 LB FORCE IN COMPLIANCE WITH LATEST ADA STANDARDS. VERIFYEQUIPMENT REQUIREMENTS AND ROUGH-IN LOCATIONS.


FLUSH VALVE -ZURN (ZR6000AV-DF), SLOAN(111-DFSM), AMERICAN STANDARD (6065.761), AMTC(AEF-801DF-CT-16)


WH-1 WATER HEATER - GAS FIRED, CONDENSING, VERTICAL, MINIMUM 92% EFFICIENT, SEALED COMBUSTION,MINIMUM 10:1 MODULATING HEAT OUTPUT, METAL CABINET, BAKED ENAMEL FINISH, 160 PSI WORKINGPRESSURE, FIBERGLASS OR FOAM INSULATION, BRASS WATER CONNECTIONS AND DRAIN VALVE, ASMEAPPROVED T&P RELIEF VALVE, AUTOMATIC WATER THERMOSTAT, BUILT-IN GAS REGULATING VALVE,ADJUSTABLE TEMPERATURE RANGE, 5-YEAR WARRANTY, UL LISTED, COMPLIANT TO NAECA, ASHRAE 90.1AND ASHRAE 90A.

696 GPH AT 100°F TEMPERATURE RISE HEATING CAPACITY, 22 GALLON STORAGE CAPACITY, 1060 BTUHINPUT NATURAL GAS.]

ELECTRICAL REQUIREMENTS - 120V CIRCUIT, 20 AMPS, FOR BLOWER, CIRCULATING PUMP AND CONTROLS,HARD-WIRED.

SET WATER TEMPERATURE AT 140 F. SET SUPPLY GAS PRESSURE AT 10" W.C.

CONDENSATE DRAIN NEUTRALIZATION TANK - RATED FOR MAXIMUM 6,000 MBH WATER HEATER AND 45GPH CONDENSATE FLOW, POLYPROPYLENE RECTANGULAR TANK, 1"FNPT INLET AND OUTLET, REMOVABLEACCESS COVER FOR CLEANING AND PELLET REPLACEMENT, 25 LBS PH NEUTRALIZING PELLETS.

AERCO (INN 800N), A.O. SMITH (XWH-800),INTELLIHOT (iQ751), LOCHINVAR (AWH0800NPM)

NEUTRALIZATION TANK - JJM BOILER WORKS(NB-6), NUTRASAFE (CN6T)

WHA-1 WATER HAMMER ARRESTOR - BELLOWS TYPE, PRE-CHARGED, ALL LEAD FREE STAINLESS STEELCONSTRUCTION, ASSE 1010 APROVED, PDI CERTIFIED, .

INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ZURN (Z1700), JR SMITH (5005-5050), WADE(W5-100), JOSAM (75000 SERIES), WATTS (SS),MIFAB (WHB)

WMF-1 WASHING MACHINE FIXTURE - WHITE POWDER COATED STEEL ENCLOSURE, 2" CENTER DRAIN, [INLETSTRAINER, SCREEN OR SEDIMENT BASKET], TWO INDEXED 1/2" DOMESTIC VALVES WITH THREADEDOUTLETS, INTEGRAL WATER HAMMER ARRESTORS, ELECTRICAL RECEPTACLE[S] FOR WASHER.ELECTRICAL REQUIREMENTS - 120V/20A CIRCUIT.

GUY GRAY (MWB SERIES WB200HA SERIES][SSWB3 SERIES)

WS-1 WATER SOFTENER - PRE-PIPED ,SIMPLEX SOFTENER TANK, AUTOMATIC REGENERATION TYPE BASED ONTIME CLOCK, POWER SUPWITH CORD AND PLUG.

CONTINUOUS FLOW RATE OF 11 GPM AT 15 PSI PRESSURE DROPMAXIMUM FLOW RATE OF 20 GPM AT 25 PSI PRESSURE DROPMINIMUM FLOW RATE OF 1 GPM TO AVOID CHANNELINGMINIMUM CAPACITY OF47,604 GRAINS PER TANKSALT DOSAGE OF 18 LBS PER CUBIC FOOT OF RESIN

CONTROL VALVE SIZE: 1-1/4"SOFTENER TANK SIZE: 11" DIAMETER BY 62" OVERALL HEIGHTBRINE TANK SIZE: 24" DIAMETER BY 48" HEIGHT

ELECTRICAL REQUIREMENTS - 120V-1 PHASE RECEPTACLE

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

CULLIGAN (#60 HE1 DF UF INDOOR SOFT SINGLE)

YCO-1 YARD CLEANOUT= ROUND, DURA-COATED CAST IRON, SIZE AS LISTED ON DRAWINGS, DOUBLE FLANGEDHOUSING, HEAVY DUTY SECURED SCORIATED DURA-COATED CAST IRON COVER, LIFTING DEVICE,BRONZE CLEANOUT PLUG WITH GAS/WATER-TIGHT SEAL.

ZURN (Z1474), SMITH (4261), WADE (8401), JOSAM(58680) WATTS (CO-399-MF), MIFAB (C1300-MF)


ADDENDUM #2 5/27/2022

02

A2

T

T

T

T

TTT

T

T

T

T

T

T

T

TT

S1

S1

T

T

T

C2

T

T

T

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

COMMUNITYROOM

104

STORAGE105

RESTROOM106

VESTIBULE100

HALL101

CONFERENCE113HALL

102

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

ADMIN114

FITNESS115

AIRLOCK116

DIRTY ROOM119

TURNOUTGEAR

STORAGE120

TRAININGSTAIR

121

STAIR122

APPARATUSBAY123

WORKSHOP124

MEDICALROOM

125

AIR ROOM126

STORAGE127

CLEAN ROOM117

RESTROOM118

WATER112

SD-1

12/355

SD-1

12/355

SD-1

12/355

SD-1

12/355

SD-1

12/355

RG-1

RG-1

SD-1

8/200

EG-1

22x10/400

EG-1

22x10/400

SD-1

8/200

SD-1

6/100

SD-1

6/100

SD-1

8/190

SD-1

8/185

SD-1

8/150

80

40x16

30x14

40x20

32x16

TAB-1-2

TAB-1-3

TAB-1-5TAB-1-6

TAB-1-7

TAB-1-8

CAB-1

UH-1

6ø6ø

8ø

8ø

SD-1

8/150

12ø12ø

12x12

SG-1

10x10/150

RG-3

12x12/0

SG-1

10x10/150

8ø14x10

14x10

SG-1

8x8/230

12ø

12ø

14x12

8ø8ø

D

DD

R

SG-1

10x10/210

SG-1

10x10/240

RG-3

12x12/0

EG-1

12x12/500

8ø

SR-1

16x6/220

12ø12ø

12ø

12ø

20x1

4

12x12 12x6

SG-1

12x12/300

R

SG-1

12x12/320

SG-1

12x12/320 SG-1

12x12/320

SG-1

12x12/320SG-1

12x12/270SG-1

12x12/270

SG-1

12x12/270

20x1818x1616x1616x12

10ø 10ø 10ø 10ø 10ø 10ø

10ø

14ø

8ø12x10

12x10

8ø

8ø

8ø

8ø8ø

SG-1

12x12/370

SG-1

12x12/370

6

EG-1

12x12/300

7 6ø

6ø

8x8

12x10

6ø

EG-1

10x10/250

EG-1

12x12/500

8ø

SS-1a

SS-1b

20x16 20x18

30x6

10ø

14x12

TAB-1-1

TAB-2-1

TAB-2-2

TAB-2-3

TAB-2-4

12x810ø 12x12 8ø

20x16

20x10

20x10

20x16 30x14

8ø

RAD-1

SG-1

8x8/230

SG-1

10x10/250

SD-1

/355

2

10ø

1

2

112x1014x8

7ø10ø

14x8

24x8

20x10

18x8

SG-1

6x6/50

4

24x18

3

18x12

50x18

33

14x12 16x14

12x12

8

EXTEND 30"X18" OUTSIDE AIR DUCT FROM ABOVE, TERMINATE 18" A.F.F WITH 1/2"X1/2" GALVANIZED SCREEN OVER OPENING.

EXTEND 30"X18" OUTSIDE AIR DUCT FROM ABOVE, TERMINATE 18" A.F.F WITH 1/2"X1/2" GALVANIZED SCREEN OVER OPENING.

M300

2

5

5

12x128ø

RG-1

RG-1

14x14

14x12

9

9

TAB-1-4

EUH-1

EG-1

16x6/150EG-1

16x6/150

EG-1

16x6/150EG-1

16x6/150

EG-1

22x10/320

EG-1

16x6/150

EG-1

16x6/150

10x6

12x6

12x10

12"X10" EXHAUST DUCT UP

4

M300

5

M300

L-5

EG-1

24x12/0

EG-1

24x12/0

EG-1

24x12/0

10

11

FCU-2

LD-4

/500

FCU-1

LD-4

/500

RG-3

60x6/0

RG-3

12x12/0

RG-3

12x12/0

9

L-4

MOD-8

EG-1

20x16/0

12

12

SR-1

12x8/200

12x8

TAB-2-16

4ø

12x10

SG-1

10x10/210

FD

FD

FD

FD

MOD-9

13

FD

20x16

13

20x10

20x10

EF-8

14

02

02

02

02

FD

RG-3

16x16/0

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M211

FIRST FLOOR - VENTILATION

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR - VENTILATION1

KEYNOTES:

1. 14"X8" SUPPLY DUCT UP WITH FIRE DAMPER AT FLOOR.

2. 24"X8" SUPPLY DUCT UP WITH FIRE DAMPER AT FLOOR.

3. TRANSFER DUCT ABOVE CEILING, SIZE AS SHOWN ON DRAWING.

4. 24"X18" TRANSFER DUCT WITH 90 DEGREE ELBOWS TURNED UP.

5. 20"X10" SUPPLY AIR DUCT UP WITH FIRE DAMPER AT FLOOR.

6. 4" DIAMETER STAINLESS STEEL DUCT DOWN TO DRYER.

7. 6" DIAMETER DRYER VENT HOOD.

8. 14"X14" EXHAUST DUCT UP WITH FIRE DAMPER AT FLOOR.

9. 12"X12" RETURN AIR SOUND BOOT.

10. TRANSFER AIR GRILLES, INSTALL 24" A.F.F.

11. 36"X6" SUPPLY AIR UP WITH FIRE DAMPER AT FLOOR.

12. FURNISH AND INSTALL 24 GA. GALVANIZED SHEET METAL DRAIN PAN 1-1/2" HIGH BY 4" LARGER THAN EQUIPMENT BEING PROTECTED AS REQUIRED BY IMC 307.2.3. CONNECT 3/4" GALVANIZED NIPPLE TO END OF DRAIN PAN AND EXTEND AND TURN DOWN OVER NEAREST FLOOR DRAIN.

13. RTU DUCT STATIC PRESSURE SENSOR.

14. 6" DIAMETER EXHAUST DUCT UP WITH FIRE DAMPER IN FLOOR.

#SHEET NOTES:

1. REFER TO SHEET M000 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.


ADDENDUM #2 5/27/2022A2

T

T

T T

T

T TT

TT

T T

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

LOUNGE201

KITCHEN203

DINING202

HALL204

HALL205

ELEVATOR1

PATIO200

CORRIDOR206

DORM212

DORM213

DORM214

DORM215


217RESTROOM

219

DORM207

DORM208

DORM209

DORM210


222

AIR LOCK223

PLATFORM224

CAPTAIN225

LAUNDRY /STORAGE

227

TRAININGSTAIR

121

STAIR122

TRAININGMEZZANINE

230

AIR LOCK226

RESTROOM218

CHASE220

UTILITY221

AIR LOCK229

DORM211

SIMULATIONROOM

231

UTILITY228

CHASE232

SD-1

6/100

EG-2

10x10/200

EG-2

10x10/200

SD-1

6/100

SD-1

6/100

SD-1

8/150

SD-1

8/150

RG-1

SD-1

10/215

48x20

30x24

40x20

SG-1

10x10/180

SG-1

10x10/160

RG-3

12x12/0

RG-3

12x12/0

RG-3

12x12/0

RG-3

12x12/0

SG-1

10x10/16012x10

12x108ø

8ø12x1212x12 12x12 12x12

EF-3

L-1

MOD-1

RH-3

RH-2

CF-2

RH-1

MOD-2

LPH-2

MOD-3

48x18

18x30

20x14

SG-1

24x6/400

SG-1

24x6/400

SG-1

48x8/850

SG-1

48x8/820

SG-1

48x8/820

SG-1

48x8/850

SG-1

48x8/850

TAB-2-5

TAB-2-6

TAB-2-7 TAB-2-8 TAB-2-9

TAB-2-10

TAB-2-11

TAB-2-12 TAB-2-13

TAB-2-15

48x8

48x8

16x12

RG

10x10/0

RG

10x10/0

RG

10x10/0

RG

10x10/0

RG

10x10/0

SG-1

10x10/180

SG-1

10x10/180 SG-1

10x10/180 SG-1

10x10/180 SG-1

10x10/180

12x8

12x8 12x8 12x8

12x8

10x1010x10

10x1010x10 10x10

EG-2

10x10/200

8ø 8ø

12x10

8ø

10ø

48x8

48x30

12x10 8ø

8ø

RG-3

34x8/0

RG-3

34x8/0

RG-3

34x8/0

RG-3

46x46/0

RG-3

46x46/0

6ø

SG-1

10x10/115

SD-1

6/1006ø

6øSG-1

10x10/1156ø

SG-1

10x10/115

14x13 26x12

16x14

10ø

12x108ø

8ø

M300

6

SG-1

10x10/125

6

5

40x20

30x24

10ø

12x8

RG-3

10x22/0

6ø8ø

8ø10x8

36x18

36x18

22x1810ø

8ø

6ø

10x68ø

FD

FD

4

3

1

1

2

1

SG-1

10x10/1156ø

6ø

12x8

8ø

8ø

SG-1

14x8/275

SG-1

12x8/200

12x10

6ø

4ø10

9

7

8

EG-1

20x8/375

EG-1

12x8/200

EG-1

20x8/375

18x14

12x820x8

11

11

1111

11

11 11

11

12 12 12 12 12

1212

12

12

TAB-2-14

SG-1

10x10/160

SG-1

8x8/100

20x16

KH-1

3

M300

16x10

EG-1

22x10/305

12"X10" EXHAUSTDUCT FROM BELOW.

MOD-6

4

M300

5

M300SG-1

36x10/820

FD

FDFD

FD

CF-1

12x12

24x1215

14

13

4" OUTSIDE AIR UP THRU ROOF

4" OUTSIDE AIR UP THRU ROOF

4" FLUE UP THRU ROOF4" FLUE UP THRU ROOF

16

50"X50" EXHAUST AIROPENING WITH 1/2"X1/2"GALVINIZED MESH OVER OPENING.

17

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M212

SECOND FLOOR -

VENTILATION

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

SECOND FLOOR - VENTILATION1

SHEET NOTES:

1. REFER TO SHEET M000 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.

KEYNOTES:

1. 30"x6" SUPPLY DUCT FROM FLOOR BELOW WITH FIRE DAMPER AT FLOOR.

2. 24"X8" SUPPLY DUCT FROM FLOOR BELOW WITH FIRE DAMPER AT FLOOR.

3. CONNECT 12"X12" KITCHEN EXHAUST DUCT TO HOOD CONNECTION, TRANSITION AS REQUIRED. INSULATE EXHAUST DUCT WITH 2-HOUR RATED FIRE WRAP.

4. 20"X10" SUPPLY DUCT DOWN THRU FLOOR WITH FIRE DAMPER.

5. 40"X20" SUPPLY DUCT UP TO RTU-1. TRANSITION TO UNIT OPENING AS REQUIRED.

6. 30"X20" RETURN AIR DUCT UP TO RTU-1. TRANSITION TO UNIT OPENING AS REQUIRED.

7. 14"X14" EXHAUST DUCT FROM BELOW WITH FIRE DAMPER AT FLOOR.

8. 16"X16" EXHAUST DUCT UP TO EF-1 ON ROOF. TRANSITION AS REQUIRED. FURNISH AND INSTALL AUTO-DAMPER BELOW ROOF.

9. 4" DIAMETER STAINLESS STEEL DUCT DOWN TO DRYER CONNECTION.

10. 4" DRYER VENT HOOD.

11. 12"X8" RETURN AIR TRANSFER DUCT ABOVE CEILING.

12. 12"X12" RETURN AIR SOUND BOOT.





17. 6" DIAMETER EXHAUST DUCT UP AND DOWN WITH FIRE DAMPER AT FLOOR,

#


ADDENDUM #2 5/27/2022A2

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

EF-2

EF-1

LPH-2

6" DIAMETER WATERHEATER FLUE WITHRAIN CAP.

6" DIAMETER BOLIER FLUE WITH RAIN CAP

6" DIAMETER WATER HEATER INTAKE WITHRAIN CAP.

6" DIAMETER BOILER INTAKE WITH RAIN CAP.

RTU-2

RTU-1

KEF-1

EF-5EF-6

SS-2

4" COMBUSTION AIR INTAKE WITH RAIN CAP

4" COMBUSTION AIR INTAKE WITH RAIN CAP

4" RTH FLUE WITH RAIN CAP4" RTH FLUE WITH

RAIN CAP

EF-4

LPH-1

SS-1

EF-71/4" RL & 3/8" RS DOWN

INSTALL CONDENSING UNIT ON 12" HIGH EQUIPMENT CURBS

INSTALL CONDENSING UNITON 12" HIGH EQUIPMENT CURBS.

INSTALL LOUVERED PENTHOUSE ON 12" HIGH SLOPED ROOF CURB.

INSTALL LOUVERED PENTHOUSE ON 12" HIGH SLOPED ROOF CURB.

2 SETS OF 1/4" RL & 3/8" RS DOWN.

6" DIAMETER EXHAUST FROM BELOW WITH RAIN CAP.

02

EXTEND 22"X22" EXHAUST DUCT THRU TRAINING STAIR WALL.

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M213

ROOF PLAN - MECHANICAL

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

ROOF - VENTILATION1

SHEET NOTES:

1. REFER TO SHEET M000 FOR GENERAL NOTES, SYMBOLS AND ABBREVATIONS.


ADDENDUM #2 5/27/2022A2

TT

T

T

TT

T

T

T

T

T

C

B

5

CORRIDOR103

WOMEN109

MECHANICAL110

IT111

WATER112UH-1

HWB-1HWB-2

ET-1HWP-1

HWP-2

WH-1

AIR SEPARATOR

WS-11"HWR

1"HWS

1 1/2"HWS

2"H

WR

2"H

WS

1 1

/2"H

WR

2"H

WS

3"H

WS

3"HWS3"HWR1 1/2"HWR

1 1/2"HWS

SS-2

23

4" THICK CONCRETE HOUSEKEEPING PAD UNDER BOILERS

4" THICK HOUSEKEEPING PAD UNDEREXPANSION TANK.

1/4" RL & 3/8" RS LINE SETUP TO CONDENSING UNIT ON ROOF.

C

B

5

CORRIDOR103

WOMEN109

MECHANICAL110

IT111

WATER112

6ø

6ø

12x12

24x12

24x12

L-3 L-2

40x16

16x1414x12

40x20

3

3

44

5

6

7

8

9

4

EG-1

24x12/500

2

1

10

50x18

MOD-5MOD-4

SS-2

23

C

5

CORRIDOR206

RESTROOM219

AIR LOCK223

CAPTAIN225

RESTROOM218

CHASE220

UTILITY221

21

18

19

12

15

14

13

14

22

17

16

12

11

11

11

6ø

6ø

8ø

8ø

6ø

6ø

6ø

6ø

48x20

30x24 4

8x30

36x18

20x16 20x16

40x20

72x30

12x108ø

26x12

26x12

20

LEVEL 010"

LEVEL 0214'-0"

13

LEVEL 1

0' - 0"

LEVEL 2

14' - 0"

13

MOD-1

MOD-6 50x50

3"FP EF-3

L-1

1/2"CA

D C BBCD

5

M300

RG-3

34x8/0

SG-1

24x6/400

SG-1

48x8/850

SG-1

24x6/400

RG-3

34x8/0

SG-1

36x10/820

3"ST

6x30

3"ST

FD

6x30 30x6

20x16 12x1012x10

14x8

24x8

14x8

14x8

24x8

48x8

4"STS4"ST

4"ST

4"STS

3"ST

3"ST12x12

1"HWS3"STS

16x20

6" EXHAUST DUCT WITH RAIN CAP.

FD

6ø

02

4

M300

1"HWR

1/2"HW

3"ST

1 1/4"HWR

3"STS

1 1/2"V

3"ST

SG-1

36x10/820

RD-130x6

FD

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M300

ENLARGED MECHANICAL

PLANS

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/4" = 1'-0"

ENLARGED FIRST FLOOR - PIPING PLAN1 N

O RHT

1/4" = 1'-0"

FIRST FLOOR - VENTILATION ENLARGED PLAN2

NO R

HT

1/4" = 1'-0"

SECOND FLOOR - VENTILATION ENLARGED PLAN6

SHEET NOTES:

1. REFER TO SHEET M000 FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS..

KEYNOTES:

1. 6" DIAMETER OUTSIDE AIR AND 6" DIAMETER FLUE DOWN TO WATER HEATER.

2. 24"X12" EXHAUST AIR OPENING WITH 1/2"X1/2" GALVANIZED MESH OVER OPENING. BALANCE @ 2000 CFM.

3. 6" DIAMETER OUTSIDE AIR AND 6" DIAMETER FLUE DOWN TO BOILER.

4. 6" DIAMETER OUTSIDE AIR AND 6" DIAMETER FLUE UP.

5. 16"X14" EXHAUST AIR DUCT UP WITH FIRE DAMPER AT FLOOR.

6. 40"X20" SUPPLY AIR DUCT UP WITH FIRE DAMPER AT FLOOR.

7. 40"X16" RETURN AIR DUCT UP WITH FIRE DAMPER AT FLOOR.



10. 50"X18" RETURN AIR OPENING ABOVE CEILING WITH 1/2"X1/2" GALVANIZED MESH OVER OPENING.

11. 6" DIAMETER FLUE UP THRU ROOF.

12. 6" DIAMETER COMBUSTION AIR DUCT FROM ABOVE.

13. 6" COMBUSTION AIR DUCT DOWN.

14. 6" FLUE PIPE FROM BELOW.




18. 40"X16" RETURN DUCT FROM BELOW WITH FIRE DAMPER AT FLOOR.

19. 40"X20" SUPPLY DUCT DOWN WITH FIRE DAMPER IN DUCT.

20. 72"X30" RETURN AIR OPENING ABOVE CEILING. BALANCE @ 5340 CFM.

21. 48"X20" RETURN AIR DUCT UP TO RTU-2 ON ROOF. TRANSITION TO UNIT OPENING AS REQUIRED.

22. 48"X20" SUPPLY DUCT FROM RTU-2 ON ROOF. TRANSITION TO UNIT AS REQUIRED.

23. FURNISH AND INSTALL 24 GA. GALVINIZED SHEET METAL DRAIN PAN, 1-1/2" HIGH BY 4" LARGER THAN WALL HUNG UNIT AS REQUIRED BY IMC 307.2.3. CONNECT 3/4" GALVINIZED NIPPLE TO END OF DRAIN PAN AND EXTEND 3/4" DRAIN AND TURN DOWN OVER NEAREST FLOOR DRAIN.

24. FURNISH AND INSTALL DRAIN PAN UNDER PIPING ABOVE CEILING.

#

1/4" = 1'-0"

SECTION OF EXHAUST FAN #33

1/4" = 1'-0"

SECTION LOOKING WEST @ KITCHEN4 1/4" = 1'-0"

SECTION LOOKING NORTH @ DINING5


ADDENDUM #2 5/27/2022

02

A2

ELASTOMERIC FLASHING

LAP SEALANT

GREASE TRAP

HINGED COVER

TWO (2) HOUR FIRE PROTECTION

PREFABRICATED ROOFCURB FURNISHEDWITH FAN. (WITHWOOD NAILER ANDINSULATED LINER.)

SINGLE MEMBRANEROOFING

SPLICING CEMENTUNDER FLASHING

FASTENER STRIP ANCHOR TO CURB WITH SHEET METAL SCREWS.

SUBSTRATE ADHESIVEBETWEEN FLASHINGAND CURB.

AREA TO REMAIN OPEN TO VENTILATE SHAFT.

RANGE HOOD DUCTWORK

FRAME, ROOF, &ROOFING BY G.C.

VENT CURB EXTENSION

DISCHARGE HEIGHT [40"] [##"] ABOVE ROOF DECK

NEMA 3R DISCONNECT WIRED FROM MOTOR TODISCONNECT THRUTHE BREATHER TUBE

RANGE HOODEXHAUST FAN

NOTES:

1. ALL ROOF FLASHING SHALL BE PER ROOFING MANUFACTURERS RECOMMENDATIONS.

ATTACH FAN TO CURB WITH CADMIUM PLATED LAG SCREWS PER MANUFACTURERS RECOMMENDATIONS

NOTES:

1. THIS DETAIL APPLIES ONLY TO TAPS OFF WRAPPED DUCTS.2. THIS DETAIL APPLIES TO TERMINAL AIR BOXES WITH ROUND INLETS AND

RECTANGULAR OUTLETS.3. DUCT LEADING TO TAB INLET MUST BE STRAIGHT FOR 1.5 DIAMETER

UPSTREAM.4. MAINTAIN VAPOR BARRIER FROM MAIN TO BRANCH DUCT.

NYLON TIE WRAP, TWO REQUIREDFOR EACH END OF FLEXIBLE DUCT(TOTAL 4). INSTALL ONE TIE WRAPTO SECURE THE INNER LINER ANDONE TO SECURE THE OUTER SHELL. (TYP.)

PRE-MANUFACTURED CONICALTAKE-OFF WITH SELF-ADHESIVE NEOPRENE GASKET (EQUAL TO SHEET METAL CONNECTORS CONICAL E-Z TAP)

FASTEN WITH SELF-TAPPINGSHEETMETAL SCREWS (MIN. 4)

CUT DUCT OPENING TO MATCHLARGER TAKEOFF DIAMETER

INSULATED GALVANIZED DUCT

CUT HELIX AND INNER FABRIC HERE. SECURE WITH NYLON TIE. OVERLAP FLEX DUCT MINIMUM OF 2" ONTO RIGID DUCT. PROVIDE DUCT SEALER AT CONNECTION BETWEEN FLEX DUCT AND RIGID DUCT.

AIR FLOWTERMINAL AIR BOX

RECTANGULAR INSULATED DUCT

INSULATED FLEX DUCT

INSULATED TRANSITION

REHEAT COIL (IF SCHEDULED),INSULATE PER SPECIFICATIONS.

3' MAX.

6" MIN.

. D

MAINTAIN MINIMUM WORKING CLEARANCE TO ELECTRICAL CONNECTIONS AS REQUIRED BY NFPA 70 (NATIONAL ELECTRIC CODE)

48

": >

60

1V

NO

MIN

AL

36

": 0

-150

V N

OM

INA

L4

2":

151

-600

V N

OM

INA

L

OR 30" MIN

WIDTH OF EQUIPMENT

30":

<30V

NO

MIN

AL

ON

LY

WIT

H S

PE

CIA

L

AH

J P

ER

MIS

SIO

N

INSULATED ROUND, RIGID SPIRAL DUCT. MATCH TAB INLET DIAMETER. MINIMUM 2XINLET DIAMETER. (TYP.)

CEILING

STRUCTURE

ATTACH FLEX DUCT TO THE HARD DUCT. REFER TO NOTE 1.

HARD DUCT

TRIM STRAPS AFTER TIGHTENING

SUSPEND ELBOW WITH TIE

DRAW BANDS SNUG,WITHOUT CRUSHINGFLEXIBLE DUCT

PROVIDE DURABLE ELBOW SUPPORT. REFER TO NOTE 2.

DIFFUSER

1X DUCT DIAMETERMINIMUM STRAIGHTDUCT

NOTES:

1. TO ATTACH FLEX DUCT TO THE HARD DUCT, TAPE THE INNER LINER TO THE HARD DUCT THEN ATTACH WITH TWO NYLON TIE WRAPS; ONE FOR THE INNER LINER AND ONE FOR THE OUTER SHELL. FOLD THE OUTER SHELL INSIDE ITSELF SO IT HAS NEAT EDGES PRIOR TO TIE WRAPPING.

2. DURABLE ELBOW SUPPORT ACCEPTABLE MANUFACTURER AND MODEL: HART AND COOLEY - SMARTFLOW, THERMAFLEX -FLEXFLOW, TITUS - FLEXRIGHT, OR APPROVED EQUAL.

FLEXIBLE DUCT. MAX. LENGTH PER SPECIFICATIONS

SHEETMETAL ELBOW

R = DUCT DIA.

FLEXIBLE DUCT

INSULATION

CEILING

STRUCTURE

DIFFUSER

NOTES:

1. TO ATTACH FLEX DUCT TO THE HARD DUCT, TAPE THE INNER LINER TO THE HARD DUCT THEN ATTACH WITH TWO NYLON TIE WRAPS; ONE FOR THE INNER LINER AND ONE FOR THE OUTER SHELL. FOLD THE OUTER SHELL INSIDE ITSELF SO IT HAS NEAT EDGES PRIOR TO TIE WRAPPING.

2. "SMARTFLOW" ELBOW (WWW.HARTANDCOOLEY.COM) AND "FLEXRIGHT" (WWW.TITUS-HVAC.COM) ARE ACCEPTABLE PRODUCTS FOR DURABLE ELBOW SUPPORT.

ROOF DECK INSULATION

ROOF DECK

DUCTWORK

HIGH GRADE SEALANT

FLASH ROOF MEMBRANE TO CURB. (NOTE 1)

PREFAB CURB WITHWOOD NAILER.

SHEETMETAL SCREWS 6" ON CENTERS.

CADMIUM PLATED LAGSCREWS 6" ON CENTERS

CURB HEIGHT [##"] ABOVE ROOF DECK

FRAME, ROOF & ROOFING.

NOTES:

1. ALL ROOF FLASHING SHALL BE PER ROOF MANUFACTURER'S RECOMMENDATIONS.

DUCTWORK

DUCTWORK

FUSIBLE LINK

OPERATING SPRING

FLOOR SLAB

METAL NOSING - IFDUCT IS LINED.

ANCHOR DAMPER AND ANGLESTO SLEEVE IN ACCORDANCEWITH MANUFACTURERSRECOMMENDATIONS. DO NOTFASTEN ANGLES TO FLOOR.

SLEEVE THRU FLOOR. EXTENDSLEEVE 3" MIN. TO 16" MAXON ACCESS DOOR SIDE OFFLOOR.

INSULATION WHEN DUCT ISLINED OR WRAPPED. (ALLAROUND DUCT ON BOTHSIDES OF FLOOR.)

FLOOR OPENING SHALL BE1/8" LARGER THANDAMPER PER LINEAR FOOTIN HEIGHT & WIDTH. (NOTLESS THAT 1/4" LARGER.)

1 1/2" x 1 1/2" MINIMUM14 GAUGE ANGLE ON ALLSIDES OF OPENING ANDBOTH SIDES OF FLOOR.ANGLES SHALL OVERLAPOPENING BY 1" MINIMUMAND COVER CORNERS OFOPENING.

[RIGID/BREAKAWAY] CONNECTION

SLEEVE THRU FLOOR. EXTENDSLEEVE 3" MIN. TO 6" MAX.ON THIS SIDE OF FLOOR.

AIR FLOW

NOTE: PROVIDE ACCESSDOORS FOR ALL FIREDAMPERS AND LABEL WITH1/2" HIGH LETTERING:

"FIRE DAMPER"

TYPE "A"

NOTES TO SPECIFIER:

TYPE "A" IS NOT IN OUR SPECIFICATION

INSULATION WHEN DUCTIS LINED OR WRAPPED.(ALL AROUND DUCT ONBOTH SIDES OF FLOOR.)

FLOOR OPENING SHALL BE 1/8" LARGER THAN DAMPER PER LINEAR FOOT INHEIGHT AND WIDTH. (NOT LESS THAN 1/4" LARGER.)

1 1/2" x 1 1/2" MINIMUM 14GAUGE ANGLE ON ALL SIDESOF OPENING AND BOTH SIDESOF FLOOR. ANGLES SHALLOVERLAP OPENING BY 1"MINIMUM AND COVERCORNERS OF OPENING.

METAL NOSING - IFDUCT IS LINED.

ANCHOR DAMPER ANDANGLES TO SLEEVE INACCORDANCE WITHMANUFACTURERSRECOMMENDATIONS. DO NOTFASTEN ANGLES TO FLOOR.

SLEEVE THRU FLOOR.EXTEND SLEEVE 3" MIN.TO 16" MAX. ON ACCESSDOOR SIDE OF FLOOR.

SLEEVE THRU FLOOR.EXTEND SLEEVE 3" MIN.TO 6" MAX. ON THISSIDE OF FLOOR.

NOTE: PROVIDE ACCESSDOORS FOR ALL FIREDAMPERS AND LABEL WITH1/2" HIGH LETTERING:"FIRE DAMPER"

AIR FLOW

OPERATING SPRING

DUCTWORK

FUSIBLE LINK

DUCTWORK

FLOOR SLAB

TYPE "B"

SUPPORT /GUIDE AS REQUIRED

METAL ROOF DECK

PRE-INSULATED FLUE STACK

STAINLESS STEEL BAND CLAMP

HEAT RATED SEALANT

INNER DEFLECTOR

STACK CAP

CONCRETE ROOF DECK

INSULATION

TURNBUCKLE

TAR BOX

1/2"Ø BOLT

RAISED CANT TO MATCHTHICKNESS OF ROOFDECK INSULATION.

CAP HEIGHT [##"] ABOVE ROOF DECK

1/8" SS AIRCRAFT CABLE GUY WIRE (4 REQ'D).

PREFABRICATED CURB, INSULATED WITHWOOD NAILER AND METAL LINER.

RAIN HOOD (18 GA. GALV.STEEL) NOTE 1.

FASTEN COUNTER FLASHING TO CURB WITH CADMIUM PLATED SCREWS.

CARRY ROOFING UP UNDERCOUNTER FLASHING.

36" MINIMUM ABOVEROOF. 24" MINIMUMABOVE ANY WALLWITHIN 10'-0" RADIUS.

1" MIN. 4".

NOTES:

1. MAINTAIN A MINIMUM 1" CLEARANCE BETWEEN ROOF HOOD AND ROOF CURB FOR VENTILATION OF HEAT.

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M400

MECHANICAL VENTILATION

DETAILS

21227000


0 1 2 3

PROJECT #



21005985.00

NO SCALE

FAN - KITCHEN GREASE EXHAUST FAN1

NO SCALE

TERMINAL AIR BOX - SINGLE DUCT - WRAPPED2

NO SCALE

DIFFUSER CONNECTION DETAIL3

NO SCALE

DIFFUSER CONNECTION DETAIL4

NO SCALE

DUCT ROOF PENETRATION (MEMBRANE ROOF)6

NO SCALE

FIRE DAMPER THRU FLOORDETAIL (TYPE A)

7

NO SCALE

FIRE DAMPER THRU FLOOR DETAIL (TYPE B)8

NO SCALE

FLUE STACK THROUGH ROOF(BUILT-UP ROOF)

9


ADDENDUM #2 5/27/2022

02

A2

ROUTE TO DRAIN (TYP.)

BLR-1 BLR-2

EXPANSION TANK 40 PSIG INITIAL CHARGE

80 MINIMUM ACCEPTANCE GALLONS 380 TOTAL VOLUME

GALLONS

4 4

1 1

1

1

22

CONNECT TO SIDE OF MAIN (NOT TOP OR BOTTOM) TO AVOID AIR OR DIRT ENTERING PIPING.

3

3

5

LOCKED OPEN SHUTOFF VALVE

2-1/2" HWS

2-1/2" HWS

BYPASS (POT) FEEDER. SEE 23 25 00. MOUNT WITH TOP ABOUT 36" ABOVE FLOOR.

SET TO 45 PSI

8

HIGH CAPACITY AIR VENT PIPE DISCHARGE TO DRAIN.

SAME SIZE AS AIR SEPARATOR OUTLET.

AIR SEPARATOR. SAME SIZE AS PIPING, SEE 23 21 00.

SET TO 35 PSI

3/4"

BY P.C.BY H.C.

BFP

-

3"H

WS

*"H

WS

3"HWS

3" HWS

3"

HW

S

3"H

WS

3/4

"HW

S

3"H

WR

3*"

HW

R

2-1/2"HWR

2-1/2"HWS

HEATING WATER FLOW DIAGRAM SYMBOL LISTSYMBOL: DESCRIPTION:

HEATING WATER RETURNHWR

HEATING WATER SUPPLYHWS

COLD WATER - POTABLECW

PITCH PIPE IN DIRECTION

DIRECTION OF FLOW IN PIPE

FLEXIBLE CONNECTION

PRESSURE/TEMPERATURE TEST PLUG

REDUCER - REFERENCE SPECIFICATIONFOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

SUCTION DIFFUSER WITH SUPPORT FOOT

AUTOMATIC AIR VENT

MANUAL AIR VENT W/ BALL VALVE

DRAIN WITH HOSE CONNECTION, CAP & BALL VALVE

TEMPERATURE SENSOR WITH WELLT

THERMOMETER WITH WELL (FILLED TYPE)

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

THROTTLING VALVE

BALANCING VALVE

CONTROL VALVE (TWO-WAY)

"WYE" - STRAINER

"WYE" - STRAINER W/SHUTOFF VALVE AND HOSE CONNECTION WITH CAP

CHECK VALVE

SAFETY/RELIEF VALVE

PRESSURE REDUCING VALVE (LIQUID/GAS)

UNION/FLANGE

3/4"

3/4

"HW

R

CONTROL VALVE (THREE-WAY)

PUMP HWP-2

(65) GPM

PUMP HWP-1

(65) GPM

VFD

VFD

2-1/2" HWS

2-1/2" HWS

HOUSEKEEPING PAD (TYP.)

ROUTE TO DRAIN (TYP.)

HOUSEKEEPING PAD (TYP.)

FLOW SWITCH

FLOW METER

KEYNOTES

1. PRESSURE GAUGE WITH SNUBBER PER SECTION 23 09 13. INSTALL WITH MOUNTING ON WALL, STAND, OR VIBRATION-FREE PIPE ABOVE PUMP FLEXIBLE CONNECTOR. INSTALL FLEXIBLE COPPER TUBING TO PIPING CONNECTIONS TO AVOID VIBRATION DAMAGE TO THE GAUGE. PREFERRED CONNECTION LOCATIONS ARE: (a) JUST UPSTREAM OF STRAINER, (b) GAUGE PORT ON SUCTION DIFFUSER OR BETWEEN STRAINER AND PUMP INLET (c) GAUGE TAPPING ON PUMP INLET FLANGE. (d) GAUGE TAPPING ON PUMP OUTLET FLANGE.

2. PROVIDE 2 1/2" OR LARGER CONNECTIONS FOR CONNECTION OF FIRE HOSES FOR FLUSHING AND CLEANING OF SYSTEM, IF CHEMICAL CLEANING IS NOT USED.

3. REMOVE & RETAIN TEMPORARY STRAINER FROM SUCTION DIFFUSER AT END OF CONSTRUCTION. PROVIDE SUPPORT LEG AS REQUIRED BY MANUFACTURER.

4. INSTALL SAFETY RELIEF VALVE PROVIDED BY BOILER MANUFACTURER. PIPE TO DRAIN. SUPPORT SOLIDLY.

5. SIZE PER BLADDER TANK MANUFACTURER'S RECOMMENDATIONS BUT NOT SMALLER THAN CONNECTION TO TANK.

6. ARRANGE PIPING SO COILS CAN BE REMOVED WITHOUT REMOVING PIPING ABOVE THE UNIONS OR FLANGES. PIPE LOCATION MUST NOT RESTRICT OPENING OF ACCESS DOORS.

7. THE NUMBER OF COILS MAY VARY BETWEEN MANUFACTURERS. CONTRACTOR SHALL SIZE PIPING TO EACH COIL SECTION AT NOT OVER 4 FEET OF PRESSURE DROP PER 100 FEET OF PIPE AND PROVIDE ADDITIONAL UNIONS, VALVES, AND P/T PLUGS AS SHOWN FOR COILS.

8. TEMPERATURE SENSOR PROVIDED BY BOILER MANUFACTURER, WIRED TO BOILER/BOILER CONTROL PANEL.

9. PROVIDE COUPON TEST RACK AS INDICATED FOR EACH SYSTEM AS SHOWN.

10. TRIPLE DUTY OR BALANCING VALVES ARE NOT PERMITTED ON VARIABLE VOLUME SYSTEMS.

BOILER PROOF OF FLOW (TYP)

SECONDARY SIDE FLOW METER

10

10

--

4" THICK HOUSEKEEPING PAD.

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M403

MECHANICAL PIPING

DETAILS

21227000


0 1 2 3

PROJECT #



21005985.00

12" = 1'-0"

MECHANICAL PIPING DETAILS1


ADDENDUM #2 5/27/2022A2

KEY NAME

A.

B.

C.

D.

E.

F.

G.

SCHEDULE GENERAL NOTES

DISCONNECT AND CONTROLLER STARTER FURNISHED AND

INSTALLED BY:

MFR = MANUFACTURER

EC = ELECTRICAL CONTRACTOR

MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED

BY ELECTRICAL CONTRACTOR

MFR/EC = FURNISHED LOOSE BY MANUFACTURER

INSTALLED BY ELECTRICAL CONTRACTOR

ATC = AUTOMATIC TEMPERATURE CONTROL CONTRACTOR

DISCONNECT TYPE:

F = FUSED

NF = NON-FUSED

CONTROLLER STARTER TYPE:

FV = FULL VOLTAGE

WYE = WYE-DELTA

SS = SOLID STATE (SOFT START)

MS = MANUAL STARTER

VFD = VARIABLE FREQUENCY DRIVE

VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE,

WITH THE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA

FANS FOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER.

NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR

NAME PLATE RATING.

MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

CURB TYPE:

MFR = STANDARD CURB BY MANUFACTURER

GC = BY GENERAL CONTRACTOR

SAC = SOUND ATTENUATOR CURB


Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M600

MECHANICAL SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

NOTES: 1.SCCR FOR EACH UNIT SHALL BE 10kAIC.. 2.TOTAL OPERATING WEIGHT INCLUDES UNIT, CURB, ACCESSORIES AND UNIT MOUNTED POWER EXHAUST. DUCT MOUNTED ACCESSORIES AND EQUIPMENT ARE NOT INCLUDED. CONTRACTOR IS RESPONSIBLE FOR ALL CHANGES REQUIRED DUE TO ROOFTOP UNIT HEAVIER THAN THE BASIS OF DESIGN AT NO ADDITIONAL COST. 3.PROVIDE SHAFT GROUNDING IF REQUIRED IN THE MOTOR SPECIFICATION ---- 23 05 13. 4.LAT LISTED IS AT --LEAVING SIDE OF COOLING COIL 5.REFER TO CONTROL DRAWINGS FOR DESCRIPTION OF CONTROL TYPE. 6.STAGES: DIG = DIGITAL SCROLLS, VFD = INVERTER, # = NUMBER OF COMPRESSOR STAGES.

PACKAGED ROOFTOP UNIT SCHEDULE – GAS-DX

7. SCCRAREA

SERVED NO

MIN

ALT

ON

S

MIN

IMU

M O

UT

SID

E A

IR (

CF

M)

SUPPLY FAN (NOTE 3) UNIT ELECTRICAL DATA COOLING COIL - DX HEATING - GAS

SE

ER

(E

ER

)

FIL

TE

R T

YP

E

DIS

CH

AR

GE

DIR

EC

TIO

N

NO

. O

F F

AN

S

CF

M T

OT

AL

EX

T S

.P. IN

W.C

.

R

PM

B

HP

EA

CH

M

HP

EA

CH

NO

. O

F P

OW

ER

CO

NN

EC

TIO

NS

VO

LT

AG

E

PH

AS

ES

FLA

MC

A

MO

CP

DISCONNECT(S) CONTROLLER STARTER(S)

EA

T D

B °

F

EA

T W

B °

F

LA

T D

B °

F (

NO

TE

4)

LA

T W

B °

F (

NO

TE

4)

SE

NS

IBLE

MB

H

TO

TA

L M

BH

AM

B T

EM

P °

F

ST

AG

ES

(N

OT

E 6

)

MIN

IN

PU

T M

BH

MIN

OU

TP

UT

MB

H

TU

RN

DO

WN

/ST

EP

S

FU

EL

PR

ES

SU

RE

PS

I

BY

(N

OT

E A

)

TY

PE

(N

OT

E B

)

BY

(N

OT

E A

)

TY

PE

(N

OT

E B

)

RTU-1 FIRSTFLOOR

20 2340 1 8400 3.7 1604 7.4 10 1 460 3 67.2 A 72.9 A 90 A MFR NF MFR VFD 78.6 65.6 54.0 53.8 232.2 297 95 DIG 300 240 12:1 0.5 11 MERV 8 &MERV 14

DOWN

RTU-2 SECONDFLOOR

25 1920 1 9600 4.0 1739 9.7 10 1 460 3 65.3 A 71 A 90 A MFR NF MFR VFD 76.9 65.0 54.8 54.6 232.2 302 95 DIG 300 240 12:1 0.5 10.3 MERV 8 &MERV 14

DOWN

PACKAGED ROOFTOP UNIT SCHEDULE – GAS-DX - CONT.

TAGNAME

POWERED EXHAUST (NOTE 1 AND 3)

CO

NT

RO

L T

YP

E (

NO

TE

5)

CU

RB

TY

PE

(N

OT

E G

)

MAX DIMENSIONS WEIGHT (NOTE 2)

AU

TO

MA

TIC

SM

OK

E D

ET

EC

TIO

N S

HU

TO

FF

MANUFACTURER MODEL NOTESNO

. O

F F

AN

S

CF

M T

OT

AL

EX

T S

.P. IN

W.C

.

RP

M

BH

P E

AC

H

MH

P E

AC

H

LE

NG

TH

WID

TH

HE

IGH

T

UN

IT W

EIG

HT

CU

RB

WE

IGH

T

(TO

TA

L)

OP

ER

AT

ING

RTU-1 2 8,400 1.5 2264 2.1 4 MOD. CONTROL WITHINVERTOR COMPRESSORS

MFR 162.3" 76.5 82.5" 4203 500 4703 YES DAIKIN APPLIED DPS025A

RTU-2 2 9,800 1.35 2543 3 4 MOD. CONTROL WITHINVERTOR COMPRESSORS

MFR 162.3" 76.5 82.5" 4328 500 4828 YES DAIKIN APPLIED DPS028A

NOTES: 1.PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION ---23 05 13

FAN SCHEDULE

TAG NAME AREA SERVED CFMS.P. IN.

W.C.FAN RPM(NOTE F)

DRIVETYPE

MAX. AMCASONES

BACKDRAFTDAMPER TYPE

CURB TYPE(NOTE G)

ELECTRICAL (NOTE 1)

WEIGHT MANUFACTURER MODEL NOTESBHP MHP VOLTAGE PHASES

DISCONNECT CONTROLLER/ STARTER

BY (NOTE A) TYPE (NOTE B) BY (NOTE A) TYPE (NOTE C)

EF-1 GENERALEXHAUST

1625 0.75 1409 BELT 12.6 MOTORIZED MFR 0.4 0.5 115 1 MFR NF MFR MS 0 COOK 135 ACEB

EF-2 GENERALEXHAUST


EF-3 APPARATUS BAY 18000 0.50 702 DIRECT 40 MOTORIZED N/A 3.17 5 460 3 EC NF EC VFD 258 COOK XMWH

EF-4 TRAINING STAIR121

1800 0.25 588 BELT 6.6 MOTORIZED N/A 0.194 0.25 115 1 MFR NF MFR MS 133 COOK ACW-B

EF-5 WATER ROOMVENTILATION


EF-6 BOILER ROOMVENTILATION


EF-7 WORKSHOP,AIR/MED AND

MEZZ.

925 0.50 1214 BELT 7.6 MOTORIZED MFR 0.123 0.25 115 1 MFR NF MFR MS 32 COOK 120 ACED

EF-8 RESTROOM 106 100 0.38 1075 DIRECT 7 BACKDRAFT N/A 0.06 0.075 115 1 EC NF EC MS 12 COOK GC-148

KEF-1 KITCHEN HOOD 0 0.00 0 0 0 0 0 0 0 1 0 Accurex XCUE-120-VG REFER TO SHEETS M405 THRU M407 FOR HOODRELATED INFORMATION

KH-1 0 0.00 0 0 0 0 0 1 0 REFER TO SHEETS M405 THRU M407 FOR HOODRELATED INFORMATION

NOTES: 1.CONTRACTOR SHALL DETERMINE PROPER BORDER TYPE TO MATCH CEILING CONSTRUCTION. 2.REFER TO DRAWINGS FOR NECK SIZE. ALL BRANCH DUCTWORK TO AIR TERMINALS SHALL BE NECK SIZE UNLESS NOTED OTHERWISE.

AIR TERMINAL SCHEDULE

TAG NAMEFACE SIZE (IN.)

(NOTE 2) TYPEBORDER(NOTE 1) MATERIAL FINISH

VOLUMEDAMPER

REQUIRED MANUFACTURER MODEL NOTES

EG-1 INLET +2 35 DEGREEDEFLECTION

1 1/4" STEEL WHITE NO TITUS 350R

EG-2 24x24 PERFORATEDFACE

LAY-IN STEEL WHITE NO TITUS PAR

RG-1 24x24 PERFORATEDFACE

LAY-IN STEEL WHITE NO TITUS PXP FACE ONLY - NON DUCTED

RG-3 INLET +2 35 DEGREEDEFLECTION

1 1/4" STEEL WHITE NO TITUS 350R

SD-1 24x24 PLAQUE LAY-IN STEEL WHITE NO TITUS OMNI

SG-1 INLET +2 DOUBLEDEFLECTION

1 1/4" STEEL WHITE NO TITUS 300R FRONT BLADES VERTICAL UNLESSNOTED OTHERWISE

SR-1 INLET + 2 35 DEGREEDEFLECTION

1 1/4" STEEL WHITE YES TITUS 350R

NOTES: 1.NEITHER RADIATED NOR DISCHARGE SOUND LEVELS SHALL EXCEED NC 35 AT 1.5" INLET STATIC PRESSURE WHEN TESTED PER AHRI STANDARD 885-2008 USING 5/8" 20-LB DENSITY

MINERAL FIBER CEILING TILE. 2.TOTAL AIR PRESSURE DROP OF TAB AND REHEAT COIL SHALL NOT EXCEED 0.50" WC. 3.REFER TO CONTROL DRAWINGS FOR DESCRIPTION OF CONTROL TYPE. 4.SENSOR TYPES: 1 - SENSOR ONLY, 2 - SENSOR WITH ADJUSTMENT, 3 - SENSOR WITH OVERRIDE, 4 - SENSOR WITH ADJUSTMENT AND OVERRIDE. 5.HEATING COIL IS BASED ON HEATING AIR FLOW. WATER PRESSURE DROP OF REHEAT COILS SHALL NOT EXCEED 5'. PROVIDE REHEAT COILS SEPARATE FROM BOXES IF REQUIRED TO

MEET WATER PRESSURE DROP REQUIREMENTS. WHEN LAT °F, EWT °F, AND GPM...

TERMINAL AIR BOX SCHEDULE - SINGLE DUCT

TAGNAME

CFM HEATING COIL (NOTES 5, 6)

MIN. INLETSIZE (IN.) DIA.

SENSOR TYPE(NOTE 4) MANUFACTURER

MODEL(NOTES 1, 2) NOTES

COOLINGMAX.

HEATINGMAX. EAT °F LAT °F

EWT°F

MAX.GPM

TAB-1-1 2400 1200 55.0 95.0 160 3.1 14" 2 TITUS DESV NOTES 1, 2, 3 PROVIDE WITH 3-WAYVALVE

TAB-1-2 400 325 55.0 95.0 160 1.0 8" 2 TITUS DESV NOTES 1, 2, 3






TAB-1-8 2390 1195 55.0 95.0 160 4.0 14" 2 TITUS DESV NOTES 1, 2, 3 PROVIDE WITH 3-WAYCONTROL VALVE







TAB-2-7 1640 800 55.0 105.0 180 2.4 12" 2 TITUS DESV NOTES 1, 2, 3 PROVIDE WITH 3-WAYVALVE









TAB-2-16 200 0 0.0 0.0 0 0.0 4" 2 TITUS DESV NOTES 1, 2 COOLING ONLY

NOTES: 1.CONTRACTOR SHALL DETERMINE PROPER MARGIN STYLE TO MATCH CEILING CONSTRUCTION. 2.PROVIDE WITH CONCEALED FASTENERS. 3.DIFFUSERS WITH MULTIPLE SLOTS SHALL HAVE THE INNER MOST SLOT DIRECTED TOWARDS THE INTERIOR OF THE BUILDING, THE REMAINING SHALL BE DIRECTED TOWARDS THE EXTERIOR UNLESS NOTED OTHERWISE.2 – 34375

LINEAR DIFFUSER SCHEDULE

TAG NAME MATERIAL SLOT WIDTH NO. OF SLOTS BAR WIDTH BAR SPACING WIDTH LENGTHPLENUM

REQUIREDPLENUM

INSULATION TYPEPLENUM

INLET SIZE

PATTERNCONTROLREQUIRED

BALANCINGDAMPER

REQUIRED FINISH MANUFACTURER MODEL NOTES

LD-4 STEEL 1" 5 0" 0" 7" 5'-0" Yes WRAPPED SEE DWG. Yes No WHITE TITUS ML-39 NOTE 1, 2 , & 3


ADDENDUM #2 5/27/2022

02

A2

KEY NAME

A.

B.

C.

D.

E.

F.

G.


DISCONNECT AND CONTROLLER STARTER FURNISHED AND

INSTALLED BY:

MFR = MANUFACTURER

EC = ELECTRICAL CONTRACTOR

MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED

BY ELECTRICAL CONTRACTOR

MFR/EC = FURNISHED LOOSE BY MANUFACTURER

INSTALLED BY ELECTRICAL CONTRACTOR

ATC = AUTOMATIC TEMPERATURE CONTROL CONTRACTOR

DISCONNECT TYPE:

F = FUSED

NF = NON-FUSED

CONTROLLER STARTER TYPE:

FV = FULL VOLTAGE

WYE = WYE-DELTA

SS = SOLID STATE (SOFT START)

MS = MANUAL STARTER

VFD = VARIABLE FREQUENCY DRIVE

VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE,

WITH THE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA

FANS FOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER.

NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR

NAME PLATE RATING.

MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

CURB TYPE:

MFR = STANDARD CURB BY MANUFACTURER

GC = BY GENERAL CONTRACTOR

SAC = SOUND ATTENUATOR CURB


Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M601


21227000


0 1 2 3

PROJECT #



21005985.00

NOTES:1.

BOILER SCHEDULE - HOT WATER

TAG NAMENOMINAL

BHP FUELINLET FUELPRESSURE

TURNDOWNRATIO

INPUTBTUH/HR

OUTPUTBTU/HR EWT °F LWT °F

OPERATINGPRESSURE PSI

ELECTRICAL WEIGHT

MANUFACTURER MODEL NOTESFLA VOLTAGE PHASES

DISCONNECTCONTROLLER/

STARTER

DRY OPERATINGBY (NOTE A) TYPE (NOTE B) BY (NOTE A)

HWB-1 15 NG 0.3 10:1 500000 495000 130 160 10.8 2.5 120 1 EC NF MFR 335 310 AERCO AM 399-500 FURNISH AND INSTALL AM INSTALLATION KIT COMPLETE WITH VARIABLE SPEED PUMPWITH MATING FLANGE, RIB RELAY/STARTER FOR PUMP CONTACT, POSITIVE SHUT-OFFCIRCUIT SETTER, TEE FOR LOW WATER CUTOFF INSTALLATION, Y-STRAINER (304 SSSCREEN, #20 MESH) WITH BLOW-OFF VALVE, ISOLATION BALL VALVES AND PIPEFITTINGS.

HWB-2 15 NG 0.3 10:1 500000 495000 130 160 10.8 2.5 120 1 EC NF MFR 335 310 AERCO AM 399-500 FURNISH AND INSTALL AM INSTALLATION KIT COMPLETE WITH VARIABLE SPEED PUMPWITH MATING FLANGE, RIB RELAY/STARTER FOR PUMP CONTACT, POSITIVE SHUT-OFFCIRCUIT SETTER, TEE FOR LOW WATER CUTOFF INSTALLATION, Y-STRAINER (304 SSSCREEN, #20 MESH) WITH BLOW-OFF VALVE, ISOLATION BALL VALV.ES AND PIPEFITTINGS

NOTES: 1.PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION ---23 05 13.

PUMP SCHEDULE

TAGNAME

AREASERVED GPM

PUMP FT.HEAD ATDESIGN

MINIMUM PUMPEFFICIENCY

INLETSIZE

IMPELLERSIZE

ELECTRICAL (NOTE 1)

MANUFACTURER MODEL NOTESHP (NOTE E) RPM VOLTAGE PHASES

DISCONNECT CONTROLLER/ STARTER

BY(NOTE A)

TYPE(NOTE B)

BY(NOTE A)

TYPE(NOTE C)

HWP-1 LEVEL 1 &2

65.0 55.00 61.7 1 1/2" 8.625 3 1800 460 3 EC NF EC VFD B & G SERIES 80

HWP-2 LEVEL 1 &2

65.0 55.00 61.7 1 1/2" 8.265 3 1800 460 3 EC NF EC VFD B & G SERIES 80

NOTES: 1.REFER TO CONTROL DRAWINGS FOR DESCRIPTION OF CONTROL TYPE.

RADIATION SCHEDULE

TAG NAME AREA SERVED MBH GPM

ELEMENT CABINET

AVERAGE WATERTEMP °F MANUFACTURER MODEL NOTESMAT'L

LENGTHFT.

PIPESIZE

FINHEIGHT

FINWIDTH

NUMBER OFROWS

FINS PERFOOT LENGTH HEIGHT DEPTH

RAD-1 CORRIDOR 101 18 3.6 ALUMINUM 25' - 8" 1" 4 1/4" 4 1/4" 1 50 30' - 0" 7" 6" 150 MODINE PA 001 NOTE 1

RAD-2 DINING 202 4.7 3.6 ALUMINUM 7' - 8" 1" 4 1/4" 4 1/4" 1 50 10' - 6" 7" 6" 150 MODINE PA 001 NOTE 1



RAD-5 LOUNGE 201 6.6 3.6 ALUMINUM 10' - 8" 1" 4 1/4" 4 1/4" 1 50 14' - 0" 7" 6" 170 MODINE PA 001 NOTE 1

RAD-6 KITCHEN 203 6.9 3.6 ALUMINUM 11' - 2" 1" 4 1/4" 4 1/4" 1 50 14' - 6" 7" 6" 170 MODINE PA 001 NOTE 1

RAD-7 KITCHEN 203 6.9 3.6 ALUMINUM 7' - 8" 1" 4 1/4" 4 1/4" 1 50 11' - 0" 7" 6" 170 MODINE PA 001 NOTE 1

NOTES:1.

UNIT HEATER SCHEDULE - HOT WATER

TAGNAME

AREASERVED CONFIGURATION CFM MBH GPM EWT °F LWT °F

W.P.D. FT.HEAD

ELECTRICAL

CONTROL MANUFACTURER MODEL NOTESHP RPM VOLTAGE PHASES


STARTER

BY(NOTE A)

TYPE(NOTE B)

BY(NOTE A)

UH-1 WATER 112 HORIZONTAL 900 31.2 4.0 160 130 0.2 0.1 1000 115 1 MFR NF TCC THERMOSTAT AIRTHERM HA-60

GENERAL NOTES:1. REFER TO THE SPECIFICATIONS FOR TYPE DESCRIPTIONS AND JACKETING REQUIREMENTS. VALUES LISTED BELOW ARE BASED ON ASHRAE / IECC REQUIREMENTS.2. TYPE A INSULATION IS NOT ALLOWED IN NON-AIR CONDITIONED SPACES (SUCH AS MECHANICAL ROOMS, EXTERIOR, ATTICS, ETC) ON PIPE SYSTEMS WITH FLUID TEMPERATURES BELOW 60 DEG. F.3. TYPE B INSULATION GREATER THAN 1" THICK SHALL BE INSTALLED USING MULTIPLE LAYERS OF 3/4" OR 1" WITH STAGGERED SEAMS.4. TYPE E IS NOT ALLOWED IN RETURN AIR PLENUMS, UNLESS LISTED AND LABELED AS 25/50 RATED PER ASTM E84/UL7235. TYPE G 4" SHALL BE INSTALLED IN TWO (2) 2" LAYERS WITH STAGGERED SEAMS.6. PROVIDE RIGID INSERT AT HANGERS, EITHER PRE-MANUFACTURED COUPLINGS OR TYPE C, D(HOT PIPE ONLY), E (WHERE ALLOWED BY CODE) OR F INSULATION. SEE SPEC FOR MORE DETAILS.

PIPE INSULATION SCHEDULE (HYDRONIC)

PIPE SYSTEMINSULATION TYPE AND THICKNESS PER NOMINAL PIPE OR TUBE SIZE

NOTES< 1" 1" TO < 1.5" 1.5" TO < 4"

DPP - DRAIN - PIPING A 0.5", B 0.5", E 0.5" A 0.5", B 0.5", E 0.5" A 1", B 1", E 1"APPLY INSULATION ONLY TO LOW TEMP DRAINS (55 DEG AND LOWER IE:COOLING COIL CONDENSATE, ICE MACHINE DRAINS, ETC.)

HG - REFRIGERANT HOT GAS A 1", B 1", E 1" A 1", B 1", E 1" A 1.5", E 1"

HWR - HEATING WATER RETURN A 1.5", E 1", F 1" A 1.5", E 1", F 1" A 2", E 1", F 1"

HWS - HEATING WATER SUPPLY A 1.5", E 1", F 1" A 1.5", E 1", F 1" A 2", E 1", F 1"

LIQ - REFRIGERANT LIQUID A 0.5", B 0.5", F 0.5" A 0.5", B 0.5", F 0.5" A 1", B 1", E 1", F 1"

SUC - REFRIGERANT SUCTION A 0.5", B 0.5", F 0.5" A 0.5", B 0.5", F 0.5" A 1", B 1", E 1", F 1"

NOTES:1. PROVIDE WITH 2-STAGE THERMOSTAT AND GAS VALVES

RADIANT TUBE HEATER SCHEDULE

TAGNAME AREA SERVED

MBHINPUT TUBE DIA.

ELECTRICAL

LENGTH MANUFACTURER MODEL NOTESVOLTAGE PHASES


STARTER

BY(NOTE A)

TYPE(NOTE B) BY (NOTE A)

RH-1 APPARATUS BAY 125 4" 115 V 1 EC NF MFR 50'-0" REZNOR VPT NOTE 1



NOTES:1.

UNIT HEATER SCHEDULE - ELECTRIC

TAGNAME

AREASERVED CONFIGURATION

HEATING ELEMENT ELECTRICAL

WEIGHT MANUFACTURER MODEL NOTES

TOTAL KW (QTY * KW)

VOLTAGE PHASES FLA

DISCONNECT

QTY KWBY

(NOTE A)TYPE

(NOTE B)

EUH-1 WORKSHOP RECESSED WALLMOUNTED

1 4 208 1 19.2 MFR 30 Marley EngineeredProducts

LFK Series

NOTES: 1. PROVIDE SHAFT GROUNDING AS REQUIRED IN THE MOTOR SPECIFICATION 23 05 13. 2.FAN BLADE COLOR SELECTION BY ARCHITECT. 3.CONTROLLER PROVIDED BY MANUFACTURER AND INSTALLED BY M.C. LOW VOLTAGE WIRING FROM FAN TO CONTROL PAD BY A.T.C. 4.VERIFY EXTENSION TUBE LENGTH AND MOUNTING BRACKET WITH MANUFACTURER PRIOR TO ORDERING. 5.SUPPLY POWERFOIL AIRFOILS AND WINGLETS. 6.SUPPLY WITH WALL MOUNTED CONTROL PAD FULLY INTEGRATED WITH THE ONBOARD CONTROL. 7.SUPPLY WITH C-FACED MOTOR AND HERMETICALLY SEALED GEARBOX.

9.PROVIDE FAN GUARD/CAGE. 10.PROVIDE CABLE BACK-UP SUPPORT.

CEILING FAN SCHEDULE

TAGNAME AREA SERVED

FANRPM

DRIVETYPE

ELECTRICAL (NOTE 1)

DIAMETER WEIGHT MANUFACTURER MODEL NOTESMHP VOLTAGE PHASES FLA

MAXIMUMOVERCURRENT

PROTECTION

DISCONNECTCONTROLLER/ STARTER

BY (NOTE A) TYPE (NOTE B) BY (NOTE A)

CF-1 APPARATUS BAY 200 DIRECT 1.5 208 3 3 10 A MFR NF MFR 8'-0" 212 BIG ASS FAN PP8

CF-2 APPARATUS BAY 200 DIRECT 1.5 208 3 3 10 A MFR NF MFR 8'-0" 212 BIG ASS FAN PP8


ADDENDUM #2 5/27/2022

02

A2

NOTES:1.

SPLIT SYSTEM INDOOR UNIT SCHEDULE

TAG NAME AREA SERVED

INDOOR UNIT ELECTRICAL

MANUFACTURER NOTESCFM MCAMOCPAMPS VOLTAGE PHASE COOLING MBH HEATING MBH

MAX. DIMENSIONS

MODEL


STARTER

LENGTH WIDTH HEIGHT BY (NOTE A) TYPE (NOTE B) BY (NOTE A)

SS-1a AIR ROOM 126 400 1.0 15 208 1 12000 13000 31.25 8.25 11.3 DHP12NWB21S

EC NF MFR YORK UNIT SS-1a AND SS-1b ARE FEDFROM THE SAME OUTDOORUNIT

SS-1b MEDICALROOM 125

400 1.0 15 208 1 12000 13000 31.25 8.25 11.3 DHP12NWB21S

EC NF MFR YORK UNIT SS-1a AND SS-1b ARE FEDFROM THE SAME OUTDOORUNIT

SS-2 IT 111 400 1.0 15 208 1 12000 13000 31.25 8.25 11.3 DHP12NWB21S

EC NF MFR YORK

NOTES:1.

HOOD & LOUVERED PENTHOUSE SCHEDULE

TAGNAME

AREASERVED CFM

THROAT SIZETHROAT

VELOCITY

STATICPRESSURE

DROPFREE AREA

(FT ²) CONFIGURATIONMAX. HEIGHT (TOP OF CURB

TO TOP OF EQUIP.)DAMPER

TYPECURBTYPE

MAX. DIMENSIONS

WEIGHT MANUFACTURER MODEL NOTESWIDTH LENGTH LENGTH WIDTH HEIGHT

LPH-1 APPARATUS BAY

5500 36 48 0 0.00 0 LOUVEREDPENTHOUSE

24 MOTORIZED MFR 0 GREENHECK WH

LPH-2 APPARATUS BAY

5500 36 48 0 0.00 0 LOUVEREDPENTHOUSE

24 MOTORIZED MFR 0 GREENHECK WH

NOTES: 1.CONTRACTOR SHALL DETERMINE PROPER MARGIN STYLE TO MATCH CEILING CONSTRUCTION. 2.PROVIDE WITH CONCEALED FASTENERS. 3.DIFFUSERS WITH MULTIPLE SLOTS SHALL HAVE THE INNER MOST SLOT DIRECTED TOWARDS THE INTERIOR OF THE BUILDING, THE REMAINING SHALL BE DIRECTED TOWARDS THE EXTERIOR UNLESS NOTED OTHERWISE.2 – 34375

LINEAR DIFFUSER SCHEDULE

TAG NAME MATERIAL SLOT WIDTH NO. OF SLOTS BAR WIDTH BAR SPACING WIDTH LENGTHPLENUM

REQUIREDPLENUM

INSULATION TYPEPLENUM

INLET SIZE

PATTERNCONTROLREQUIRED

BALANCINGDAMPER

REQUIRED FINISH MANUFACTURER MODEL NOTES

LD-4 STEEL 1" 5 0" 0" 7" 5'-0" Yes WRAPPED SEE DWG. Yes No WHITE TITUS ML-39 NOTE 1, 2 , & 3

NOTES: 1.FINISH TYPES: TYPE 1 - MILL FINISH, TYPE 2 - 204-R1 SATIN ANODIZED, TYPE 3 - BAKED ENAMEL FINISH ON PRETREATED PRIME PAINT. STANDARD COLOR - SELECTION BY ARCHITECT.

TYPE 4 - BAKED EPOXY FINISH ON PRIME COATED METAL. STANDARD COLOR - SELECTION BY ARCHITECT. TYPE 5 - DURANODIC BRONZE - LIGHT, MEDIUM, DARK. TYPE 6 - PVDF (KYNAR500, HYLAR 5000, OR DURANAR). STANDARD COLOR - SELECTION BY ARCHITECT.

LOUVER SCHEDULE

TAGNAME AREA SERVED CFM

SIZE (INCHES) FREE AREAVELOCITY S.P. IN. W.C.

FINISH(NOTE 1) MANUFACTURER MODEL NOTESWIDTH HEIGHT

L-1 APPARATUS BAY 18000 58 58 750 0.10 TYPE 6 RUSKIN XP500

L-2 WATER 112 500 38 60 0 0.10 TYPE 6 RUSKIN EME 420DD

L-3 MECHANICAL 110 2000 38 60 0 0.10 TYPE 6 RUSKIN EME 420DD

L-4 COMMUNITY ROOM 500 20 16 0 0.10 TYPE 6 RUSKIN XP500

L-5 COMMUNITY ROOM 500 24 12 0 0.10 TYPE 6 RUSKIN XP500

NOTES: 1.COORDINATE DAMPER ACTUATOR LOCATION AND MOUNTING REQUIREMENTS WITH TEMPERATURE CONTROL CONTRACTOR.

MOTOR OPERATED DAMPER SCHEDULE

TAGNAME AREA SERVED

SIZE CFM

BLADECONFIGURATION

BLADEORIENTATION

ACTUATOR TYPE(NOTE 1)

ACTUATORSTYLE

POWERFAILURE

POSITION

POSITIVEPOSITION

FEEDBACKREQUIRED NOTESWIDTH HEIGHT

MOD-1 APPARATUSBAY

58 58 12000 OPPOSED HORIZONTAL ELECTRIC TWO POSITION NORMALLYCLOSED (NC)

Yes

MOD-2 APPARATUSBAY


Yes

MOD-3 APPARATUSBAY


Yes

MOD-4 WATER 112 24 12 500 OPPOSED HORIZONTAL ELECTRIC TWO POSITION NORMALLYCLOSED (NC)

Yes

MOD-5 MECHANICAL110


Yes

MOD-6 APPARATUSBAY


Yes

MOD-8 COMMUNITYROOM


Yes ON LOSE OF POWER DAMPER SHALL FAIL OPEN

MOD-9 COMMUNITYROOM


Yes ON LOSE OF POWER DAMPER SHALL FAIL OPEN

G. CURB TYPE:MFR = STANDARD CURB BY MANUFACTURERGC = BY GENERAL CONTRACTORSAC = SOUND ATTENUATOR CURB

F. MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

E. NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF MOTOR NAMEPLATE RATING.

D. FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED VALUE, WITHTHE SCHEDULED WHEEL TYPE. SUBSTITUTION OF BI OR BIA FANSFOR FC IS ACCEPTABLE IF EFFICIENCY IS NOT LOWER.

C. CONTROLLER STARTER TYPE:FV = FULL VOLTAGEWYE = WYE-DELTASS = SOLID STATE (SOFT START)MS = MANUAL STARTERVFD = VARIABLE FREQUENCY DRIVEVFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

B. DISCONNECT TYPE:F = FUSEDNF = NON-FUSED

A. DISCONNECT AND CONTROLLER STARTER FURNISHED ANDINSTALLED BY:MFR = MANUFACTUREREC = ELECTRICAL CONTRACTOR.MC = FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED BYELECTRICAL CONTRACTOR.MFR/EC = FURNISHED LOOSE BY MANUFACTURER INSTALLED BYELECTRICAL CONTRACTOR....

SCHEDULE GENERAL NOTES:

NOTES:1.

SPLIT SYSTEM OUTDOOR UNIT SCHEDULE

TAG NAME AREA SERVED

OUTDOOR UNIT

MODEL

ELECTRICAL

MANUFACTURER NOTESSCHEDULEIDENTIFIERSEER MCA MOCP VOLTAGE PHASES


STARTER


SS-1a AIR ROOM 126 24.6 20 30 208 1 DHM24CMB21S EC NF MFR YORK UNIT SS-1a AND SS-1b ARE FEDFROM THE SAME OUTDOORUNIT

SPLIT SYSTEM

SS-1b MEDICAL ROOM 125 24.6 0 0 0 1 EC NF MFR YORK UNIT SS-1a AND SS-1b ARE FEDFROM THE SAME OUTDOORUNIT

SPLIT SYSTEM

SS-2 IT 111 16 9 20 208 1 DHP12CSB21S EC NF MFR YORK SPLIT SYSTEM

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

M602


21227000


0 1 2 3

PROJECT #



21005985.00

NOTES:1.

FAN COIL UNIT SCHEDULE - HYDRONIC

TAGNAME AREA SERVED CFM

EXT.S.P. INW.C.

HEATING COIL ELECTRICAL

MANUFACTURER MODEL NOTESSENSIBLE

MBH GPM EWT °F LWT °FW.P.D.FT. HD HP VOLTAGE PHASES


STARTER

BY (NOTE A) TYPE (NOTE B) TYPE (NOTE A)

FCU-1 VESTIBULE100

0 0.4 34816 2.4 160 130 1.00 0.16 115 1 MFR NF MFR AIRTHERM FHP-OO8 PROVIDE 3-WAY CONTROLVALVE

FCU-2 CORRIDOR102 NORTH

0 0.4 36476 3.0 160 130 0.00 0.16 115 1 MFR NF MFR AIRTHERM FHP-OO8 PROVIDE 3-WAY CONTROLVALVE

NOTES: 1.COORDINATE COLOR SELECTION WITH ARCHITECT.

CABINET HEATER SCHEDULE - HOT WATER

TAG NAME AREA SERVED CONFIGURATIONNOMINAL

CFM MBH GPM EWT °F LWT °FMAX W.P.D.

FT. HDCONTROL

TYPE

CABINET (NOTE 1) ELECTRICAL

MANUFACTURER MODEL NOTESHEIGHT WIDTH DEPTH FAN HP VOLTAGE PHASES


STARTER


CAB-1 TRAININGSTAIR 121

VERTICAL RECESSED 500 43.3 2.9 160 130 3.30 SEE TCDRAWINGS

30" 63" 10" 0.16 115 1 MFR NF MFR TRANE FFH060 COORDINATE COLOR SELECTION WITHARCHITECT PROVIDE 3-WAY CONTROLVALVE.

CAB-2 STAIR 122 INVERTED VERTICALCABINET

300 28.1 1.9 160 130 5.10 SEE TCDRAWINGS

27" 10" 38" 0.1 115 1 MFR NF MFR TRANE FFMB040 COORDINATE COLOR SELECTION WITHARCHITECT PROVIDE 3-WAY CONTROLVALVE.


ADDENDUM #2 5/27/2022

02

02

02

02

A2

T

T

T

T

TTT

T

T

T

T

T

T

T

TT

S1

S1

T

T

T

C2

T

T

T

TE

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

COMMUNITY

ROOM104

STORAGE105

RESTROOM106

VESTIBULE100

HALL101

CONFERENCE113HALL

102

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

ADMIN114

FITNESS115

AIRLOCK116

DIRTY ROOM119

TURNOUT

GEAR

STORAGE120

TRAINING

STAIR121

STAIR122

APPARATUS

BAY123

WORKSHOP124

MEDICAL

ROOM125

AIR ROOM126

STORAGE127

CLEAN ROOM117

RESTROOM118

WATER112

UP TO KITCHEN 203

UP TO LOUNGE 201

UP TO DINING ROOM 202

RAD-1

TAB-2-4

TAB-1-1

TAB-2-2

TAB-2-2

TAB-2-1

TAB-1-3 TAB-1-4

TAB-1-5

TAB-1-8

TAB-1-6

CAB-1

UH-1

SS-2

HWB-1

HWB-2

ET-1BFP-1

WH-1

HWP-1

HWP-2

AIR SEPARATOR

SS-1a

SS-1b

CO/N2O SENSOR

CO/N2O SENSOR

RH-1 & RH-2RH-3

TEMPERATURE

CONTROL PANEL

CO/N2O

CONTROL PANEL

EUH-1

FCU-1

UP TO EF-6 ON ROOF

UP TO EF-5 ON ROOF

VENTILATION CONTROL

THERMOSTAT.

VENTILATION CONTROL

THERMOSTAT

FCU-2TAB-2-16

COORDINATE THERMOSTAT WITH

ELEVATOR MANUFACTURER

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

MC201

FIRST FLOOR -

TEMPERATURE CONTROL

21227000


0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2021 IMEG CORP.

623 26TH AVENUE

QUAD CITIES, IL 61201

309.788.0673 FAX: 309.786.5967www.imegcorp.com

21005985.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR - CONTROLS1

SHEET NOTES:

1. REFER TO SHEET MC000 FOR GENERAL

NOTES, SYMBOLS AND ABBREVATIONS.

UP TO EF-3

UP TO EF-3


ADDENDUM #2 5/27/2022A2

ELECTRICAL ABBREVIATION KEY

AFF ABOVE FINISHED FLOOR

N.O. NORMALLY OPEN

ABBR: DESCRIPTION:

TYP TYPICAL

C CONDUIT

UON UNLESS OTHERWISE NOTED

GFI GROUND FAULT INTERRUPTER

1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON THIS PAGE FOR ADDITIONAL INFORMATION.

2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE.

3. LIFE SAFETY EQUIPMENT, BRANCH WIRING FOR FEEDERS AND BRANCH CIRCUITS SHALL BE ROUTED IN SEPARATE RACEWAY, JUNCTION BOXES, PULL BOXES, AND CABINETS. WIRING FOR EACH BRANCH SHALL BE INDEPENDENT FROM OTHER BRANCHES, INCLUDING THE NORMAL BRANCH

4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.

5. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. MOUNT EXTERIOR LOCATED RECEPTACLES WITH WHILE-IN-USE COVERS AT +20" FROM FINISHED GRADE (CENTER DIMENSIONS) TO MAINTAIN INSTALLATION ADA COMPLIANCE.

6. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO 26 05 03 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.

7. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO BE INSTALLED.

8. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION) EXCEPT WHERE OTHERWISE NOTED.

9. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE.

10. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE.

11. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.

12. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.

14. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO THE WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

15. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

16. ELECTRICAL IDENTIFICATION. REFER TO SPECIFICATION SECTION 26 05 53 FOR COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX, CABLE/WIRE, AND EQUIPMENT.

ELECTRICAL INSTALLATION NOTES:

NORMAL BRANCH LUMINAIRE

UNSWITCHED LUMINAIRE FOR NIGHT LIGHT NOTED 'NL'

EMERGENCY LIFE SAFETY BRANCH LUMINAIRE NOTED 'SE'

LUMINAIRE SYMBOL KEY

SYMBOL: DESCRIPTION:


PLAN OR DETAIL NAME




NAME

1VIEW NAME1/8" = 1'-0"

1

M101

14

32

SIMSIM


LEVEL NAME


1 INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL

NO R HT


VIEW KEY

T101

TEMPERATURE CONTROLS CONTRACTORT.C.C.

SECURITY CONTRACTORS.C.

AUDIO/VISUAL CONTRACTORA.V.C.

CIVIL CONTRACTORC.C.

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

TECHNOLOGY CONTRACTORT.C.

CONSTRUCTION MANAGERC.M.

CONTACT PERSONS:

PROJECT MANAGER

MECHANICAL

ELECTRICAL

TECHNOLOGY

Matt Snyder

Bill Whitman

Adam Brockman

Phil Nietfeldt

DESCRIPTION: PERSON:

BUILDING CODE: IBC 2015

FIRE CODE: IFC 2015 EDITION

PLUMBING CODE: IOWA UPC 2021 EDITION

MECHANICAL CODE: IMC 2021 EDITION

ELECTRICAL CODE: NFPA 70 (NEC) 2020 EDITION

LIFE SAFETY CODE: NFPA 101 2012 EDITION

ENERGY CONSERVATION CODE: IECC 2018

LOCAL BUILDING CODE: CURRENT EDITION

APPLICABLE CODES

CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.

1. ##-### INDICATES ELECTRICAL EQUIPMENT DEFINED IN ELECTRICAL SCHEDULES OR SPECIFICATION. REFER TO DRAWINGS CONTAINING ELECTRICAL SCHEDULES. PERMANENT NAMEPLATE SHALL MATCH FINAL EQUIPMENT NOMENCLATURE, NOT ELECTRICAL EQUIPMENT TAG NAME, REFER TO SPECIFICATIONS.

2. REFER TO SHEET E600 FOR LUMINAIRE SCHEDULE.3. { L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE. REFER TO

SHEET E600.4. VACANCY/OCCUPANCY SENSOR LAYOUT: SENSORS ARE SHOWN ON THE PLANS FOR

DESIGN INTENT AND MAY NOT REPRESENT EVERY DEVICE. PROVIDE MANUFACTURER SPECIFIC FLOOR PLAN LAYOUTS SHOWING LOCATION, ORIENTATION, AND COVERAGE AREA OF EACH CONTROL DEVICE, SENSOR, AND CONTROLLER/INTERFACE. AREAS REQUIRING MULTIPLE SENSOR DEVICES FOR APPROPRIATE COVERAGE, SUBMIT SPECIFIC MANUFACTURER-APPROVED SENSOR LAYOUT AS AN OVERLAY DIRECTLY ON THE PROJECT DRAWINGS, EITHER IN PRINT OR APPROVED ELECTRONIC FORM.

5. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT.6. "SE" INDICATES LUMINAIRE IS SWITCHED DURING NORMAL OPERATION AND OPERATES FROM

EMERGENCY CIRCUIT UPON LOSS OF POWER. THE SWITCHING AND DIMMING DEVICES ARE BYPASSED USING AN EMERGENCY LIGHTING CONTROL DEVICE [ALCR] FOR EACH SWITCH LEG THAT INCLUDES SWITCHED EMERGENCY LUMINAIRES.

ELECTRICAL MOUNTING SUBSCRIPT KEY:A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASHL MOUNT IN CASEWORKEWC ELECTRIC WATER COOLERC MOUNT IN CEILING

ELECTRICAL GENERAL NOTES:

LUMINAIRE

F1 = FIXTURE TAG1 = CIRCUIT NUMBERa = SWITCH DESIGNATIONNL = SUBSCRIPT (IF APPLICABLE)Z = ZONE DESIGNATION*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL

DEVICEA = MOUNTING (IF APPLICABLE)1 = CIRCUIT NUMBER

*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1

LUMINAIRE KEY:

DEVICE KEY:

02

1. REFER TO 4/E402 FOR EXTERIOR LIGHTING CONTROL DETAIL.2. COORDINATE LUMINAIRES IN MECHANICAL ROOMS WITH DUCTWORK, PIPING AND ANY

MECHANICAL EQUIPMENT. PROVIDE LUMINAIRE WITH CHAINS OR HANGAR KIT WHERE REQUIRED. COORDINATE MOUNTING PRIOR TO ORDERING LUMINAIRES.

3. THREE-WAY SWITCH CONTROLS LUMINAIRE LOCATED IN THE ELEVATOR SHAFT. 4. COORDINATE ALL LUMINAIRE LOCATIONS WITH STRUCTURAL TRUSS AND BEAMS PRIOR TO

ROUGH-IN.5. PROVIDE SEPARATE BRANCH CIRCUIT TO SUPPLY POWER TO THE HOIST WAY PIT

LIGHTING. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF ANY GFCI DEVICE. MOUNT PIT LUMINAIRES ACCORDING TO PLANS.

6. SITE HAS UNDERGROUND UTILITIES. POLE LOCATIONS HAVE BEEN COORDINATED WITH CIVIL PLANS. CONTRACTOR SHALL FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLING ALL LIGHT POLES. HAND EXCAVATE IF NECESSARY, TO ASCERTAIN EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLING 'ANY' POLE.

7. WHERE LUMINAIRE QUANTITIES OR LAYOUT DIFFER BETWEEN ELECTRICAL LIGHTING PLANS AND ARCHITECTURAL REFLECTED CEILING PLANS, HIGHER QUANTITY SHALL TAKE PRECEDENCE. CONTRACTOR SHALL CONFIRM QUANTITY AND LAYOUT WITH DESIGN TEAM.

TYPICAL NEW CONSTRUCTION:

ATS-# AUTOMATIC TRANSFER SWITCH, REFER TO TRANSFER SWITCH SCHEDULE

26 36 00

CR-# CORD REEL 26 27 26

DP-# DISTRIBUTION PANEL 26 24 16

26 32 13GEN-# GENERATOR

26 05 33HH-# HANDHOLE

26 20 00EXTERIOR MOUNTED METERING CABINETMC-#

26 24 19MX-# MANUAL SWITCH, REFER TO DISCONNECT AND STARTER SCHEDULE

SPD-# SURGE PROTECTION DEVICE 26 43 00

VFD-# VARIABLE FREQUENCY DRIVE - REFER TO VFD SCHEDULE 26 29 23

ELECTRICAL EQUIPMENT TAGS

TAG: DESCRIPTION:RELATED

SPECIFICATION

SW-1P 26 09 33 SWITCH - SINGLE POLE

SW-3W 26 09 33 SWITCH - THREE WAY3

SW-OC-P-O SWITCH - OCCUPANCY SENSOR WALL SWITCHO

VS SW-VS-D VACANCY SENSOR - DUAL TECHNOLOGY

OC SW-OC-D OCCUPANCY SENSOR - DUAL TECHNOLOGYD

OC SW-OC-P-HB OCCUPANCY SENSOR - HIGH BAYHB

LS SW-LS-D DAYLIGHT LEVEL SENSOR - 1 ZONE DIMMINGD

26 09 33

26 09 33

26 09 33

26 09 33

SW-4W SWITCH - FOUR WAY26 09 334

SW-LS-PC PHOTOCELL26 09 33PC

DS-#/FDS-#/DSS-# 26 28 16 DISCONNECT. REFER TO DISC/STA SCHEDULE

26 09 33

ELECTRICAL SYMBOL LIST

SYMBOL: TAG: SPEC SECTION:

DESCRIPTION:

TC-# TIME SWITCH 26 09 33TC

FB-# 26 27 26 FLOOR BOX

JB 26 05 33 JUNCTION BOXJ

J

ECONN 26 05 33 ELECTRICAL CONNECTIONE

E

DPM 26 09 13/ 26 24 13

DIGITAL POWER METERDPM

PANEL '###' 26 24 16 PANELBOARD - SURFACE MOUNT

IBT 26 05 26 INTERSYSTEM BONDING TERMINATIONIBT

MX-#/MS-#/CB-#/CS-#

26 24 19 MANUAL SWITCH / STARTER / COMBINATION STARTER/ CIRCUIT BREAKER. REFER TO DISC/STA SCHEDULE



DESCRIPTION:

TR-#/DTR-# 26 22 00 TRANSFORMER. REFER TO TRANSFORMER SCHEDULE

SW WALL CONTROL STATION26 09 33SW

LINEAR LUMINAIRES

TROFFER

WALL SCONCE LUMINAIRE

DOWNLIGHT LUMINAIRE

INDUSTRIAL LUMINAIRE

POLE MOUNTED LUMINAIRE

SINGLE FACE EXIT SIGN

DOUBLE FACE EXIT SIGN



DESCRIPTION:

REC-DUP 26 27 26 DUPLEX RECEPTACLE, 125V

REC-DUP-GFI 26 27 26 DUPLEX GFI RECEPTACLE, 125V

REC-DUP-WP 26 27 26 DUPLEX GFI WEATHERPROOF RECEPTACLE 125VW

REC-QUAD 26 27 26 QUAD RECEPTACLE, 125V

REC-QUAD-GFI 26 27 26 QUAD GFI RECEPTACLE, 125V



DESCRIPTION:

REC-USB 26 27 26 DUPLEX RECEPTACLE, USB CHARGINGU

REFER TO LUMINAIRE SCHEDULE

EPO 26 09 1626 32 13

EMERGENCY STOP / POWER OFF(N.C. AND N.O CONTACT)

PP ARCH PUSH PADPP

D

26 28 21LC-# LIGHTING CONTACTOR

GCC-# TEMP. GENERATOR/LOAD BANK CONNECTION CABINET 26 32 13

SW-VS-P-O SWITCH - VACANCY SENSOR WALL SWITCHV 26 09 33

LS SW-LS-D-3Z DAYLIGHT LEVEL SENSOR - 3 ZONE DIMMING3D

26 09 33

REC-SIM-620R 26 27 26 RECEPTACLE, 6-20R, 250V

REC-SIM-L630R 26 27 26 RECEPTACLE, LOCKING L6-30R, 250V

REC-SIM-1430R 26 27 26 RECEPTACLE, 14-30R, 125/250V 02



DESCRIPTION:

COMMON AND SEQUENCE OF OPERATION SUBSCRIPTS

SUBSCRIPTS: TYPE / PROGRAMMINGE = ELEVATOR RECALLSW = STAIRWELL# = 15, 30, 75, 110, 177 CANDELA RATING

FACP-# 28 31 00 FIRE ALARM CONTROL PANEL

FAA-# 28 31 00 FIRE ALARM ANNUNCIATOR

S#

FA-120 28 31 00 FIRE ALARM SMOKE DETECTOR, CEILING OR WALL MOUNTBLANK - PHOTOELECTRIC

S#

S FA-122 28 31 00 FIRE ALARM DUCT SMOKE DETECTOR# = EQUIP OR SYSTEM

#FA-121 28 31 00 GAS DETECTION, CEILING OR WALL

MOUNTCO = CARBON MONOXIDE#

H#

H#

FA-140 28 31 00 FIRE ALARM HEAT DETECTORBLANK = COMBINATION RATE OF RISE / FIXED TEMPF = FIXED TEMP

FA-130 28 31 00 FIRE ALARM MANUAL PULL STATIONF

FA-200 28 31 00 FIRE ALARM VISUAL ALARM DEVICE, CEILING OR WALL MOUNT# = CANDELA RATING.

F

#

F

#FA-263 28 31 00 ELECTRIC BELL FOR SPRINKLER SYSTEM

F

#

F

#

FA-210 28 31 00

FA-211 28 31 00

COMBINATION AUDIO HORN/CHIME AND VISUAL ALARM DEVICE, CEILING OR WALL MOUNTED# = CANDELA RATING

FA-242 28 31 00 FIRE ALARM REMOTE INDICATOR W/ TEST SWITCH

RT

FA-260 28 31 00 FIRE ALARM FLOW SWITCH TO MONITOR SPRINKLER SYSTEM

FS

FA-261 28 31 00 FIRE ALARM TRAMPER SWITCH TO MONITOR SPRINKLER SYSTEM

TS

FA-160 28 31 00 FIRE ALARM ADDRESSABLE MONITOR MODULE

MM

FA-161 28 31 00 FIRE ALARM ADDRESSABLE CONTROL MODULEBLANK = REFER TO PLANSLC = LIGHTING CONTROL

CM

THE LINE TYPES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY RATINGS WITH THE LATEST SET OF ARCHITECTURAL PLANS AND FURNISH ALL MATERIALS REQUIRED TO COMPLY WITH THOSE RATINGS WHETHER SHOWN OR NOT.

ALL [FLOOR, FLOOR CEILING, AND ROOF CEILING] ASSEMBLIES SHALL BE DESIGNATED AS 1/2, 1, 2 HOUR FIRE RATINGS, UNLESS NOTED OTHERWISE ON THE PLANS. RATINGS WERE ACQUIRED FROM THE ARCHITECTURAL PLANS DATED 04/21/2022.

FIRE / SMOKE BARRIER DESIGNATIONS

1 HOUR FIRE RATING

1/2 HOUR FIRE RATING

2 HOUR FIRE RATING

ELECTRICAL SHEET INDEXE000 ELECTRICAL COVERSHEET

E001 SITE - ELECTRICAL

E201 FIRST FLOOR - LIGHTING

E202 SECOND FLOOR - LIGHTING

E211 FIRST FLOOR - POWER

E212 SECOND FLOOR - POWER

E213 ROOF - ELECTRICAL

E221 FIRST FLOOR - SYSTEMS

E222 SECOND FLOOR - SYSTEMS

E300 ELECTRICAL ENLARGED PLANS

E400 ELECTRICAL DETAILS





E500 ELECTRICAL RISER DIAGRAM

E600 ELECTRICAL SCHEDULES

E601 ELECTRICAL SCHEDULES

E700 ELECTRICAL PANEL SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

GRAND TOTAL: 20

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E000

ELECTRICAL COVERSHEET

21227000


0 1 2 3

PROJECT #



21005985.00


ADDENDUM #2 5/27/2022A2

M

EE

EE

PP

E

EE

PPPPPP PPE

E

E

E E

E

E

E

JJJ

E E E

J J J

E E E

E

E

PP

E

E E

E

E

E

DP

M

E

E

EE

E

E

E

E

E E E

E

E

E

E

E

E

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

COMMUNITYROOM

104

STORAGE105

RESTROOM106

VESTIBULE100

HALL101

CONFERENCE113HALL

102

CORRIDOR103

ELEVATOR1

MEN108

WOMEN109

VENDING107

MECHANICAL110

IT111

ADMIN114

FITNESS115

AIRLOCK116

DIRTY ROOM119

TURNOUTGEAR

STORAGE120

TRAININGSTAIR

121

STAIR122

APPARATUSBAY123

WORKSHOP124

MEDICALROOM

125

AIR ROOM126

STORAGE127

CLEAN ROOM117

RESTROOM118

WATER112

A/71 A/71

A/67

A/66

A/16

A/77 A/77 A/77

LSA-20

A/65 A/65 A/65TV/+60"/47

TV/+60"/47

CAB-2/15

CAB-1/13

W/81

A/76 A/76A/76

W/81

W/81

W/81

TV/+60"/79

TV/+60"/72

W/81

FB-1/57 FB-1/52

FB-1/55

FB-1/54

FB-2/68

SS-1b

SS-1a

EWC/11

FB-1/48FB-1/51

FB-1/50

FB-1/53

FB-2/68

FB-2/68

AUTODOOR/12

AUTODOOR/12 AUTODOOR/12

A/16

VENDING/+60"/63VENDING/+60"/60

33

OVERHEAD DOORCONTROLLER



5

4

4 4


OVERHEAD DOOR/82,84,86

E2

E3

E1

80

72

FITNESS EQUIPMENT/33



72

56

56

80

66

18

66

20 20

18

79

79

79 79

74

75

75 74

67

67

26

26

26

77

78

78

78 46 46

80 80

9

9

16

24

24

24

20

24

20

24

64

A/64

64

76

76

30

30 3030 30

30 30

22

80

EUH-1/43,45

6

6

LSA-11G2-HDTV

LSA-9G2-HDTV

DS-AC-1

C/PROJECTOR/102

7171

FCU-2/14

LSA-18/SP-1

LSA-15/SP-1 CONTROLPANEL

+42"/GEAR EXTRACTOR/38,40+42"/5

E300

1

FCU-1/17

5


5


5


MX-SP CONTROL PANEL



WASHER/36

DRYER/32,34

2

A/18

AC-1/101,103,105

LSA-7/ELEV. SMOKESCREEN

2 2

+48" FROM BOTTOM OF PIT

22

72

A/77

80

1

CF-1 CONTROLLER

CF-2 CONTROLLER7

7

7

ACCESS CONTROL/59

ACCESS CONTROL/59

ACCESS CONTROL/21

ACCESS CONTROL/61 ACCESS CONTROL/61 ACCESS CONTROL/58

ACCESS CONTROL/58

P2-92/ACCESSCONTROL

ACCESS CONTROL/21

LSA-23/G2-HDTV/+60"

888

5


5


9

888

02 02

MOTORIZED PROJECTORSCREEN/100

02

EF-8/23MS-EF-8

02 10

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E211

FIRST FLOOR - POWER

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

FIRST FLOOR - POWER1

KEYNOTES:

1. REFER TO 1/E212 FOR LOCATIONS OF CF-1 AND CF-2. CONTROLLERS PROVIDED BY OTHERS, WIRING BY E.C. COORDINATE INSTALLATION AND WITH M.C.

2. LOCATION SHOWN FOR CLARITY. COORDINATE MOUNTING HEIGHT FOR RECEPTACLE WITH ALERTING SYSTEM EQUIPMENT PROVIDER.

3. REFER TO 1/E001 FOR MATCHING CIRCUIT LINE CONTINUATION MARKER.

4. INSTALL AND WIRE TWO PUSH PADS (PROVIDED BY G.C) FOR EACH OPENER. COORDINATE PUSH PAD LOCATIONS WITH ARCHITECTURAL DRAWINGS.

5. INSTALL DOOR CONTROLLER AND IR SENSORS FURNISHED WITH UNIT. INTERCONNECT WITH OVERHEAD DOOR PER MANUFACTURERS WIRING DIAGRAMS.

6. INDOOR SPLIT SYSTEM UNIT SHALL BE POWERED THROUGH OUTDOOR UNIT "SS-1" ABOVE ON ROOF. E.C. TO PROVIDE 2#12 AND 1#12 GND IN 3/4" C AS REQUIRED FROM EXTERIOR UNIT TO INTERIOR UNIT. REFER TO 1/E213 FOR OUTDOOR UNIT LOCATION.

7. COORDINATE FINAL HEIGHT WITH P.C AND ELEVATOR SUPPLIER.

8. SURFACE MOUNT TO COLUMN.9. ALL WORK IN THE OUTLINED AREA SHALL BE

COMPLETED UNDER THE BASE BID. UNDER ALTERNATE #2 THREE (3) FOUR-FOLD DOORS ARE TO BE INSTALLED. EACH DOOR TO OPERATE FROM SAME CIRCUIT CURRENTLY BEING SHOWN. MOTOR CONTROLLER LOCATIONS UNDER ALTERNATE BID #2 WILL NEED TO BE FIELD COORDINATED WITH APPROVED SHOP DRAWINGS AND ARCHITECT.

10. NEW EXUAHST FAN "EF-8" ABOVE CEILING PROVIDED BY M.C. E.C. TO COORDINATE INSTALLATION AND FINAL LOCATION WITH M.C. EXHAUST FAN SHALL BE CONTROLLED WITH ROOM LIGHTING CONTROLS.

#

SHEET NOTES:

1. ALL CIRCUITS ON THIS SHEET SHALL BE SERVED FROM PANEL "P1" UNLESS OTHERWISE NOTED.


ADDENDUM #2 5/27/2022

02

02

A2

E

E

E EE

E E E

E

E E E E

E

EE

EE

E

E

E E EE

J

E

E

E

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

LOUNGE201

KITCHEN203

DINING202

HALL204

HALL205

ELEVATOR1

PATIO200

CORRIDOR206

DORM212

DORM213

DORM214

DORM215


217RESTROOM

219

DORM207

DORM208

DORM209

DORM210


222

AIR LOCK223

PLATFORM224

CAPTAIN225

LAUNDRY /STORAGE

227

TRAININGSTAIR

121

STAIR122

TRAININGMEZZANINE

230

AIR LOCK226

RESTROOM218

CHASE220

UTILITY221

AIR LOCK229

DORM211

SIMULATIONROOM

231

UTILITY228

CHASE232

A/65

REFRIGERATOR/44

REFRIGERATOR/45REFRIGERATOR/48

111

L/DISHWASHER/26

91

WASHER/94

PANEL LSB

TR-3

U/35U/35U/37U/37

U/63 U/23 U/23 U/74 U/74TV/+60"/64

TV/71

FB-3/46

FB-3/49

CF-1/76,78,80

TV/+60"/17

RH-1/61 RH-2/58RH-3/60

CR-1/55CR-1/59CR-1/52

AC-1FP/82CR-1/56CR-1/15CR-1/57

EWC/51

PANEL P2

A/18

A/COFFEE MAKER/87

A/MICROWAVE/89

2 2 2

2 2 2

A/31 A/31

A/31

MX-RH-3MX-RH-2MX-RH-1

DP1-5/EF-3

A/31L/GD-1/39

GAS SOLENOID/85

LSB-3/ELEVATORCONTROLLER POWER

LSB-8/EMERGENCYELEVATORCOMMUNICATIONSYSTEM

FDS-EEC

DP1-8/ELEV-1

LSB-7/ELEV-CAB

3

FB-3/2

A/68

A/68KH-1/20

FDS-ELEV-1FDS-30L

VFD-EF-3

6969 69 69 69

68

68

68

35

35 35

3537

3737

37

63

63

23

23

23

23

74 74

74 74

31

31

31

31

62

62

62

CF-2/77,79,81

ROLLER SHADE/29

ROLLER SHADE/29

ROLLER SHADE/29

ROLLER SHADE/29ROLLER SHADE/29

45

5

5

5 5 5

18

18

67

67

17 17

50

50

54

5467

6666

66

64

6419

19

19

19

19

71

71

71

71

53

28

2828

28

28

28

LSB-6

MX-AC-1FP

LSB-13/G2-HDTV/+60"

LSB-9/G2-HDTV

DRYER/40,42

6

TV/+60"/47

RANGE/86

LSB-1/ELEV. SMOKESCREEN

1

1

28

90L/ICE MAKER/4

7

REMOTE GFCI FOR KITCHEN RANGE RECEPTACLE

8

ACCESS CONTROL/92

LSB-11/G2-HDTV/+60"

LSB-15/G2-HDTV/+60"

10

10

FIRE SUPPRESSIONSYSTEM/95

02

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E212

SECOND FLOOR - POWER

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

SECOND FLOOR - POWER1

KEYNOTES:

1. MOUNT RECEPTACLE 6" UNDER COUNTER TOP.2. REFER TO 5/E403 FOR CORD REEL MOUNTING

DETAIL.3. INSTALL 2' BELOW THE ELEVATOR DECK AREA.

COORDINATE THE EXACT LOCATION WITH ELEVATOR MANUFACTURER PRIOR TO INSTALLATION.

4. WALL CONTROL STATION FOR ROLLER SHADES. COORDINATE INSTALLATION, LOCATION, AND FINISH REQUIREMENTS WITH ARCHITECT.

5. COORDINATE FINAL QUANTITY AND LOCATIONS WITH ARCHITECT AND MOTORIZED SHADE PROVIDER. THIS WORK IS TO BE COMPLETED UNDER BASE BID. UNDER ALTERNATE #2 MANUAL SHADES WILL BE INSTALLED AND THERE WILL BE NO ELECTRICAL SCOPE.

6. EXACT ROUTING TO BE FIELD COORDINATED AND DETERMINED BY E.C. REFER TO CORRESPONDING PANEL SCHEDULE FOR CONDUIT/CONDUCTOR SIZING.

7. PROVIDE REMOTE GFCI LOCATED IN UTILITY 221.

8. PROVIDE DECORATIVE COUNTERTOP SWITCH FOR CONTROL OF GD-1 RECEPTACLE. COORDINATE FINAL LOCATION AND INSTALLATION WITH ARCHITECT AND G.C.

9. COORDINATE RECEPTACLE HEIGHT WITH ARCHITECT AND OWNER FURNISHED EQUIPMENT.

10. ALL WORK IN THE OUTLINED AREA SHALL BE COMPLETED UNDER THE BASE BID. UNDER ALTERNATE #2 ALL SCOPE FOR THE MOTORIZED SHADES SHALL BE REMOVED.

#

SHEET NOTES:

1. ALL CIRCUITS ON THIS SHEET SHALL BE SERVED FROM PANEL "P2" UNLESS OTHERWISE NOTED.

9

9


ADDENDUM #2 5/27/2022A2

E

E

E

PC

E

E E

CM

CM

E

E

E

E

E

{LS2}

{LS2}

{LS2} {LS2}

E

D

C

B

54321

A

6 7 8 9 10 11 12 13

F

P2-33/EF-1

P2-32/EF-2

DP1-6/RTU-1

P2-75/W

P2-75/W

A

A

A

A A

A

A

A

A

AA

A

A

A

A

A

A

A

A

B B

A

B

BB

B

B

B

B

B

B

B

B

BB

P2-24/KEF-1

A

1

PC-1

P2-30/EF-6 P2-9/EF-5

BBB

2

2

3

3

P2-41,43/SS-2DS-SS-2

P2-75/W

P2-84/EF-4

B

B

B

B

G

D

D

G

D

G

D

G

D

G

G

D

G

D

G

D

DP1-1/RTU-2

F19/P2-83F19 F19/P2-83F19

F19/P2-83F19

F19/P2-83F19

4 4

4

4

SS-1/36,38

DS-SS-1

EF-7/11

C

CC

C C

CC

C

C

E

E

5

5

55

5

5

5

5

EE

E

E E

E

W/7502

BB 0202

A

02

A 02

02

02

B 02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E213

ROOF - ELECTRICAL

21227000


0 1 2 3

PROJECT #



21005985.00

NO R

HT

1/8" = 1'-0"

ROOF - ELECTRICAL1

SHEET NOTES:

1. REFER TO E401 FOR LIGHTNING PROTECTION DETAILS. SUBSCRIPT ADJACENT TO DEVICE DENOTES DETAIL TYPE.

2. ALL DOWN CONDUCTORS SHALL BE CONCEALED IN COLUMNS. ONLY ROOF MOUNTED DOWN DONCUTORS MAY BE EXPOSED ON BUILDING CONCEALED IN WALLS AND BOND EACH END TO THE GROUND CONDUCTOR.

3. REFER TO ARCHITECTURAL, PLUMBING, AND VENTILATION ROOF PLANS FOR ADDITIONAL COORDINATION ITEMS SUCH AS ROOF HATCHES, ROOF DRAINS, EXHAUST FANS, ETC WHICH REQUIRE LIGHTING PROTECTION SYSTEM BONDING.

4. REFER TO 6/E403 FOR CONDUIT ROOF PENETRATION DETAIL.

KEYNOTES:

1. REFER TO 2/E402 FOR PHOTOCELL MOUNTING DETAIL.

2. CONTROL MODULE FOR ROOFTOP UNIT SHUTDOWN. COORDINATE INSTALLATION OF MODULE IN DRY TEMPERATURE CONTROLLED LOCATION.

3. COORDINATE INSTALLATION OF ROOFTOP UNIT WITH M.C. MOUNT RECEPTACLE TO UNIT PER MANUFACTURERS RECOMENDATIONS.

4. LUMINAIRE TO BE MOUNTED TO NEW ROOFTOP UNIT. REFER TO 3/E404 FOR MOUNTING DETAIL.

5. ROUTE ALL DOWN CONDUCTORS CONCEALED INSIDE BUILDING IN RIGID RACEWAY.

#


ADDENDUM #2 5/27/2022A2

LEVEL 020"

ROOF0"

LEVEL 010"

EMERGENCY480V4 POLES100A

ATS-EM

N E

LEGALLY REQUIRED480V4 POLES500A

ATS-LR

N E

120/208V,3Ø4W

ISC 3.98 kASCCR 10 kA

100A MCB

LSA

TR-1

30KVA480/277:120/208V

480/277V,3Ø4W


500A MCB

DP1

120/208V,3Ø4W


60A MCB

LSB

UTILITYGEN-1

480/277V,3Ø4W500kW/625kVA

TR-2

75KVA480/277:120/208V

TR-3

75KVA480/277:120/208V

120/208V,3Ø4W


225A MCB

P1

120/208V,3Ø4W


225A MCB

P2

480/277V,3Ø4W


DPM

600A MCB

MDP-1

ERTU-144.81 kVA

ERTU-254.29 kVA

MC-1C.T/P.T. CABINET AND METERING PER UTILITY COMPANY REQUIREMENTS

TO GENERATOR START CONTACT

TO GENERATOR START CONTACT

TO EPO

FROM ATS

FROM GANN-1

UTILITY PRIMARY SERVICE

ELEVATOR EMERGENCY PRE-SIGNAL

4#250 KCM & 1#2 GND IN 2" C.FROM 225A/3P @ TR-3

(2) PARALLEL SETS OF 4#250 KCM & 1#2 GND EACH IN 2 1/2" C.FROM 500A/3P @ ATS-LR

3#2/0 & 1#6 GND IN 1 1/2" C.FROM 175A/3P @ DP1

4#250 KCM & 1#2 GND IN 2" C.FROM 225A/3P @ TR-2

(2) PARALLEL SETS OF 4#350 KCM EACH IN CONCRETE ENCASED 3" C.FROM 600A/3P @ UTILITY

4#2 & 1#8 GND IN 1 1/4" C.FROM 100A/3P @ TR-1

4#6 & 1#10 GND IN 1 1/4" C.FROM 60A/3P @ LSA

(2) PARALLEL SETS OF 4#350 KCM & 1#2 GND EACH IN CONCRETE ENCASED 3 1/2" C. FROM 500A/3P @ GEN-1

4#2 & 1#8 GND IN CONCRETE ENCASED 1 1/2" C.FROM 100A/3P @ GEN-1

12470:480/277V

GCC-1

(2) PARALLEL SETS OF 4#350 KCM EACH IN CONCRETE ENCASED 3" C.FROM 600A/3P @ UTILITY

3#2/0 & 1#6 GND IN 1 1/2" C.FROM 175A/3P @ DP1

3#3 & 1#8 GND IN 1 1/4" C.FROM 90A/3P

3#3 & 1#8 GND IN 1 1/4" C.FROM 90A/3P

500A/3P CB

1

2

100A/3P CB4#1 & 1#8 GND IN 1 1/2" C.FROM 100A/3P @ GCC-1

4#1 & 1#8 GND IN 1 1/2" C.FROM 100A/3P @ MDP-1

(2) PARALLEL SETS OF 4#250 KCM & 1#2 GND EACH IN 2 1/2" C. FROM 500A/3P @ MDP-1

3

3

3

02

02

02

3#4 & 1#8 GND IN 1" C.FROM 50A/3P @ ATS-EM

0202

02

02

02 02

02

02

0202

02

Owner








A



P: 319-363-6018

F: 319-363-7349


19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E500

ELECTRICAL RISER DIAGRAM

21227000


0 1 2 3

PROJECT #



21005985.00

12" = 1'-0"

ELECTRICAL RISER DIAGRAM1

KEYNOTES:

1. REFER TO 5/E402 FOR SERVICE ENTRANCE GROUND DETAIL.

2. REFER TO 6/E402 FOR GENERATOR GROUNDING DETAIL.

3. REFER TO 4/E404 FOR TRANSFORMER WIRING DETAIL.

#


ADDENDUM #2 5/27/2022

02 02

02

02

02

02

A2

Owner








A

19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer

24 1/2 S Clinton St., Suite 1

Iowa City, IA 52240

P: 319-248-5667

F:


321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E601

ELECTRICAL SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

MOL - MULTIPLE MOTOR OVERLOADS HAR - PASSIVE HARMONIC FILTER

CB - CIRCUIT BREAKER TO - MELTING THERMAL OVERLOADS LR - INPUT LINE REACTOR

FDS - FUSED DISCONNECT SWITCH *HA - HAND-OFF-AUTO DOOR SWITCH RFT - REMOTE FAULT TRIP

DS - DISCONNECT SWITCH *CT - CONTROL TRANSFORMER, FUSED, 120V RDR - REMOTE DRIVE RUN

LINE DISCONNECT: *ET - ELECTRONIC THERMAL OVERLOADS RSS - REMOTE START-STOP

18PWM - 18 PULSE PWM *MA - MANUAL SPEED ADJUSTMENT *SHZ - SKIP FREQUENCY CAPABILITY

12PWM - 12 PULSE PWM (INCLUDES * ITEMS) ISO - ISOLATION TRANSFORMER

PWM - PULSE WIDTH MODULATED SA - STANDARD ACCESSORIES TA - TWO CONVERTIBLE AUXILIARY CONTACTS

STARTER TYPE: ACCESSORIES & OPTIONS:

VARIABLE FREQUENCY DRIVE SCHEDULE

ITEMLINEDISC.

DRIVEBYPASS SCCR

CIRCUITVOLTAGE POLES

DRIVE

ENCLOSURE REQUIRED ACCESSORIES & OPTIONS COMMENTSHP

RATING TYPETORQUE

TYPE

VFD-HWP-1 DS NONE 100 kA 460 V 3 3 PWM VARIABLE NEMA 1 SA, LR

VFD-HWP-2 DS NONE 100 kA 460 V 3 3 PWM VARIABLE NEMA 1 SA, LR

VFD-EF-3 DS NONE 100 kA 460 V 3 5 PWM VARIABLE NEMA 1 SA, LR

DN - SOLID NEUTRAL

ON - OVERLAPPING SWITCHED NEUTRAL LS - LOAD SHED (PROVIDE DELAYED TRANSISTION - CENTER OFF CONFIGURATION)

SN - SWITCHED NEUTRAL TI - TRANSFER INHIBIT

SE - SERVICE ENTRANCE LISTED RMC - REMOTE ANNUNCIATION AT FIRE COMMAND CENTER

30 - 30 CYCLE WITHSTAND RATING RTC - REMOTE TRANSFER CONTROL FROM FIRE COMMAND CENTER

DT - DELAYED TRANSITION - CENTER OFF (TRANSITION DELAY: 30 SECONDS) PM - POWER MONITORING METER

CT - CLOSED TRANSITION SP - SERIAL COMMUNICATIONS PORT

SWITCH CONFIGURATION (CONFIG): EL - ELEVATOR EMERGENCY TO NORMAL PRESIGNAL

STAT - STATIC SOLID STATE RC - REMOTE CONTROL CIRCUITS

PGLB - PORTABLE GENERATOR & LOAD BANK CABINET RM - REMOTE ANNUNCIATOR

MAN - MANUAL OPERATION SH - STRIP HEATER WITH THERMOSTAT

B/I - BYPASS ISOLATION IM - IN-PHASE MONITOR

AUTO - AUTOMATIC EE - ENGINE EXERCISER

SWITCH TYPE: ACCESSORIES & OPTIONS

TRANSFER SWITCH SCHEDULE

ITEM

SWITCH

ENCLOSURE

REQUIREDACCESSORIES &

OPTIONSPRIORITYGROUP BRANCH COMMENTS

TYPE ANDCONFIG VOLTAGE POLES AMPS SCCR

ATS-EM AUTO, SN 480 V 4 100 A NEMA 1 EE, 1 EMERGENCY

GCC-1 PGLB 480 V 4 100 A NEMA 3R SN, RC, PM, SH, LS 1

ATS-LR AUTO, SN 480 V 4 500 A NEMA 1 EE, EL 2 LEGALLY REQUIRED

EL - ELECTROSTATIC SHIELD

NL - 200% RATED NEUTRAL

PE - NEMA PREMIUM EFFICIENCY NV - NON-VENTILATED

HM - HARMONIC MITIGATING FL - FILTERED

K13 - K13 RATED DRY TYPE LIQ - LIQUID FILLED RS - EPOXY RESIN ENCAPSULATED

K4 - K4 RATED DRY TYPE BB - BUCK BOOST CU - COPPER WINDINGS

K1 - DOE 2016 DRY TYPE AUT - AUTOTRANSFORMER AL - ALUMINUM WINDINGS

TYPE: ACCESSORIES & OPTIONS

TRANSFORMER SCHEDULE

ITEM KVA RATING TYPE ENCLOSUREMAX. TEMP.

RISE C.

PRIMARY SECONDARY REQUIREDACCESSORIES &

OPTIONS COMMENTSVOLTS PH VOLTS PH

TR-1 30 kVA K-1 NEMA 1 150 480 3 120/208 3 AL TRANSFORMER TO BE TRAPEZE MOUNTED. REFER TO PLANS FOR DETAILS.

TR-2 75 kVA K-1 NEMA 1 150 480 3 120/208 3 AL

TR-3 75 kVA K-1 NEMA 1 150 480 3 120/208 3 AL


ADDENDUM #2 5/27/2022

02

02

02

02

FS - FUSED SWITCH

MX - MANUAL SWITCH

MS - MANUAL STARTER

SS - SOLID STATE

RV - REDUCED VOLTAGE AUTOXFMR

SW - 2 SPEED, 1 WINDING

TW - 2 SPEED, 2 WINDING

RE - REVERSING HL - HANDLE PADLOCK HASP

YD - WYE - DELTA S/N - INSULATED NEUTRAL ASSEMBLY SS - START-STOP PUSHBUTTON IN DOOR

FV - FULL VOLTAGE *TA - TWO CONVERTIBLE AUXILIARY CONTACTS EI - ELECTRICAL INTERLOCK (2)-N.O. & (2)-N.C.

STARTER TYPE: *RP - RED (RUN) PILOT LIGHT IN DOOR FA - 4-CONVERTIBLE AUXILIARY CONTACTS

*HA - HAND-OFF-AUTO IN DOOR GP - GREEN (OFF) PILOT LIGHT IN DOOR

CB - CIRCUIT BREAKER *EO - ELECTRONIC OVERLOAD (3 PHASE MOTORS) TS - 2 SPEED SELECTOR SWITCH IN DOOR

NF - NON-FUSED *CT - CONTROL TRANSFORMER, FUSED 120V TO - MELTING THERMAL OVERLOADS (1 PHASE)

FU - FUSED SA - STANDARD ACCESSORIES (INCLUDES * ITEMS) PF - PHASE LOSS PROTECTION (5 HP OR GREATER, 3 PHASE MOTOR)

DISCONNECT TYPE: ACCESSORIES & OPTIONS

NOTE: ALL DISCONNECTS (EXCEPT MANUAL STARTERS) SHALL BE HEAVY DUTY TYPE.

DISCONNECT AND STARTER SCHEDULE

ITEM

DISCONNECTTYPE &RATING CIRCUIT

VOLTAGE POLES ENCLOSURE REQUIRED ACCESSORIES & OPTIONS COMMENTSTYPE RATING

FDS-EEC FU 30 A 120 V 1 NEMA 1 S/N, HL, FUSED AT 15 AMPS

FDS-30L FU 30 A 120 V 1 NEMA 1 S/N, HL, LIGHT DUTY, FUSED AT 15 AMPS

FDS-ELEV-1 FU 60 A 480 V 3 NEMA 1 ELEVATOR SHUNT TRIP, FUSED AT 25 AMPS. COORD. FINALFUSE SIZES WITH ELEV MANUFACTURER, WITH NEUTRAL

PROVIDE AUXILIARY CONTACT WIRING TO ELEVATORCONTROLLER

MX-RH-3 NF 16 A 120 V 1 NEMA 1 RP



MX-HWB-2 NF 16 A 120 V 1 NEMA 1 RP, HL

MX-HWB-1 NF 16 A 120 V 1 NEMA 1 RP, HL

MX-CP-1 NF 16 A 120 V 1 NEMA 1 RP

MX-SP CONTROL PANEL NF 16 A 120 V 1 NEMA 3R RP

MX-WH-1 NF 16 A 120 V 1 NEMA 1 RP

DS-SS-2 NF 30 A 208 V 3 NEMA 3R

DS-AC-1 NF 30 A 208 V 3 NEMA 1

MX-AC-1FP NF 30 A 120 V 1 NEMA 1

DS-SS-1 NF 30 A 208 V 3 NEMA 3R

MS-EF-8 NF 30 A 120 V 1 NEMA 1

A2

Owner








A

19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer


Iowa City, IA 52240

P: 319-248-5667

F:


321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E700

ELECTRICAL PANEL

SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

CIRCUIT KEY NOTES: *H = RED HANDLE

*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 36.5 A

Receptacles 1.98 kVA 100.00% 1.98 kVA TOTAL CONNECTED AMPS: 36.51 A

Power 7.087 kVA 100.00% 7.087 kVA TOTAL ESTIMATED DEMAND LOAD: 13.154 kVA

Other 0.301 kVA 100.00% 0.301 kVA TOTAL CONNECTED LOAD: 13.15 kVA

Lighting 3.787 kVA 100.00% 3.787 kVA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMANDTOTALS*

LOAD SUMMARY

Total Amps: 50.75 32.15 27.86

Total Load: 6.02 kVA 3.79 kVA 3.34 kVA

-- 29 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 30 --

-- 27 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 28 --

-- 25 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 26 --

23 Receptacles, G2-HDTV Fitness 115 20 A 1 12 12 12 0.18 0 12 12 12 1 20 A Power, FDC Bell 24

-- 21 -- -- -- -- -- -- 1 0.18 12 12 12 1 20 A Receptacles, IT111 ATX Controller 22

19 Power, Generator Jacket Heater 30 A 2 8 8 8 1 0.18 12 12 12 1 20 A Receptacles, Elevator Pit 20

17 Lighting, Corridor101/102, Vest100 20 A 1 10 10 10 0.45 0.18 12 12 12 1 20 A Receptacles, SP-1 ElevatorPit 18

15 Power, SP-1 Control Panel 20 A 1 10 10 10 0.21 0.06 -- -- -- -- -- -- 16 --

13 Power, Generator Battery Charger 20 A 1 8 8 8 1.5 0.06 12 12 12 2 20 A Power, GCC-1 Heater 14

11 Receptacles, App Bay G2-HDTV West 20 A 1 10 10 10 0.18 0.19 12 12 12 1 20 A Lighting, Mech110,Water112,IT111 12

9 Receptacles, App Bay G2-HDTV East 20 A 1 10 10 10 0.18 0.17 10 10 10 1 20 A Lighting, Community room 104 10

7 Power, Elevator Smoke Screen 20 A 1 12 12 12 0.5 0.05 12 12 12 1 20 A Lighting, Restrooms-108/109 8

-- 5 -- -- -- -- -- -- 2.08 0.09 12 12 12 1 20 A Lighting, TurnoutGear,DirtyRm, 6

-- 3 -- -- -- -- -- -- 1.8 0.18 12 12 12 1 20 A Lighting, Elevator Hoistway 4

1 PANEL LSB 60 A 3 6 6 10 1.98 0.75 12 12 12 1 20 A Power, FireAlarmControlPanel 2 *H

KEY

CKTNO. LOAD DESCRIPTION

OCPDAMPS P

WIRESIZE

H N G

A B CWIRESIZE

G N HOCPD

P AMPS LOAD DESCRIPTIONCKTNO.

KEY

NOTES:

ISC: 3.98 kA

SCCR: 10 kA

LOCATION: MECH 110 WIRE: 4

FED FROM: 100 A/3P @ TR-1 GROUND BUS PHASE: 3

ENCLOSURE: NEMA PB 1 SOLID NEUTRAL VOLTS: 120/208 Wye

MOUNTING: SURFACE MAIN: 100 A MCB

PANEL LSA

CIRCUIT KEY NOTES: *C = THROUGH LIGHTING CONTACTOR


TOTAL ESTIMATED DEMAND AMPS: 16.3 A

Receptacles 0.9 kVA 100.00% 0.9 kVA TOTAL CONNECTED AMPS: 16.25 A

Power 2 kVA 100.00% 2 kVA TOTAL ESTIMATED DEMAND LOAD: 5.855 kVA

Other 0.191 kVA 100.00% 0.191 kVA TOTAL CONNECTED LOAD: 5.86 kVA

Lighting 2.764 kVA 100.00% 2.764 kVA


LOAD SUMMARY

Total Amps: 16.73 15.00 17.52


-- 29 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 30 --

-- 27 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 28 --

-- 25 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 26 --

-- 23 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 24 --

-- 21 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 22 --

-- 19 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 20 --

-- 17 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 18 --

15 Receptacles, G2-HDTV Dining 202 20 A 1 12 12 12 0.18 0 -- -- -- 1 20 A SPARE 16 --

13 Receptacles, G2-HDTV Captain 225 20 A 1 12 12 12 0.18 0 -- -- -- 1 20 A SPARE 14 --

11 Receptacles, G2-HDTV Chief's 222 20 A 1 12 12 12 0.18 0 -- -- -- 1 20 A SPARE 12 --

9 Receptacles, G2-HDTV Lounge 201 20 A 1 10 10 10 0.18 0 -- -- -- 1 20 A SPARE 10 --

7 Power, Elevator Cab 20 A 1 12 12 12 0.5 0.5 12 12 12 1 20 A Power, Elevator Com System 8

5 Lighting, 2ndFloor 20 A 1 10 10 10 1.72 0.18 12 12 12 1 20 A Receptacles, Top elevator hoistway 6

3 Power, Elevator Ctrl Power 20 A 1 12 12 12 0.5 0.94 10 10 10 1 20 A Lighting, APP BAY 4

1 Power, Elevator Smoke Screen 20 A 1 12 12 12 0.5 0.3 10 10 10 1 20 A Lighting, Exterior WallPacks 2 *C

KEY


OCPDAMPS P

WIRESIZE

H N G

A B CWIRESIZE

G N HOCPD


KEY

NOTES:

ISC: 3.77 kA

SCCR: 10 kA

LOCATION: UTILITY 221 WIRE: 4

FED FROM: 60 A/3P @ LSA GROUND BUS PHASE: 3



PANEL LSB

CIRCUIT NOTES:


Receptacles 56.048 kVA 58.92% 33.024 kVA

Power 63.552 kVA 100.00% 63.552 kVA

Other 0.787 kVA 100.00% 0.787 kVA TOTAL ESTIMATED DEMAND AMPS: 279.8 A

Lighting 16.277 kVA 100.00% 16.277 kVA TOTAL CONNECTED AMPS: 308.76 A

HVAC Heating Only 1.02 kVA 100.00% 1.02 kVA TOTAL ESTIMATED DEMAND LOAD: 232.654 kVA

HVAC Cooling Only 3.848 kVA 100.00% 3.848 kVA TOTAL CONNECTED LOAD: 256.70 kVA

HVAC 115.166 kVA 100.00% 115.166 kVA


LOAD SUMMARY (INCLUDES ALL TUBS IN THIS PANEL)

12

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10

9

8

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5

4

3 SPD-1 0 kVA 3 30 A 30 A PER MFG RECOMMENDATIONS. MAX 5'-0"

2 ATS-EM 13.15 kVA 3 100 A 100 A 4#1 & 1#8 GND IN 1 1/2" C.

1 ATS-LR 243.54 kVA 3 500 A 500 A (2) PARALLEL SETS OF 4#250 KCM & 1#2 GN...

CKT LOAD DESCRIPTION LOAD POLES FRAME TRIP TYPE ACC. WIRE AND RACEWAYCIRCUITNOTES

NOTES: PROVIDE A MINIMUM OF 20" OF PREPARED SPACE FOR FUTURE LOADS.

METER: DPM ISC: 14,838.8 A

SCCR: 35 kA


FED FROM: 600 A/3P @ UTILITY GROUND BUS PHASE: 3


MAIN: 600 A MCB

DISTRIBUTION PANEL MDP-1

CIRCUIT NOTES:



Power 56.465 kVA 100.00% 56.465 kVA

Other 0.486 kVA 100.00% 0.486 kVA TOTAL ESTIMATED DEMAND AMPS: 265.2 A

Lighting 12.491 kVA 100.00% 12.491 kVA TOTAL CONNECTED AMPS: 292.94 A

HVAC Heating Only 1.02 kVA 100.00% 1.02 kVA TOTAL ESTIMATED DEMAND LOAD: 220.49 kVA


HVAC 115.166 kVA 100.00% 115.166 kVA


LOAD SUMMARY (INCLUDES ALL TUBS IN THIS PANEL)

12

11

10

9

8 ELEVATOR 12.54 kVA 3 45 A 45 A 3#8 & 1#8 GND IN 3/4" C.

7 TR-2 57.23 kVA 3 175 A 175 A 3#2/0 & 1#6 GND IN 1 1/2" C.

6 RTU-1 44.81 kVA 3 90 A 90 A 3#3 & 1#8 GND IN 1 1/4" C.

5 EF-3 6.1 kVA 3 20 A 20 A 3#12 & 1#12 GND IN 3/4" C.

4 HWP-1 3.8 kVA 3 20 A 20 A 3#12 & 1#12 GND IN 3/4" C.

3 HWP-1 3.8 kVA 3 20 A 20 A 3#12 & 1#12 GND IN 3/4" C.

2 TR-3 60.97 kVA 3 175 A 175 A 3#2/0 & 1#6 GND IN 1 1/2" C.

1 RTU-2 54.29 kVA 3 90 A 90 A 3#3 & 1#8 GND IN 1 1/4" C.

CKT LOAD DESCRIPTION LOAD POLES FRAME TRIP TYPE ACC. WIRE AND RACEWAYCIRCUITNOTES

NOTES: PROVIDE A MINIMUM OF 20" OF PREPARED SPACE FOR FUTURE LOADS.

ISC: 14,597.7 A

SCCR: 35 kA


FED FROM: 500 A/3P @ ATS-LR GROUND BUS PHASE: 3


MAIN: 500 A MCB

DISTRIBUTION PANEL DP1


ADDENDUM #2 5/27/2022

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A

19181716151413121110987654

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

20 21

Project

Key Plan

IMEG

(309) 788-0673

623 26th Ave


Civil Engineer

IMEG

(309) 788-0673

623 26th Ave


Structural Engineer

IMEG

(309) 788-0673

623 26th Ave


Mechanical Engineer

IMEG

(309) 788-0673

623 26th Ave


Electrical Engineer


Iowa City, IA 52240

P: 319-248-5667

F:


321

19181716151413121110987654 20 21321

Sheet Name

Sheet Number

Sheet Issue Status

OPN Project No.

Sheet Issue Date

05/06/2022

BID DOCUMENTS



Davenport, IA 52806

E701

ELECTRICAL PANEL

SCHEDULES

21227000


0 1 2 3

PROJECT #



21005985.00

CIRCUIT KEY NOTES: *G INDICATES THAT A GFCI BREAKER IS TO BE USED.



Power 23.375 kVA 100.00% 23.375 kVA TOTAL ESTIMATED DEMAND AMPS: 135.7 A

Other 0.196 kVA 100.00% 0.196 kVA TOTAL CONNECTED AMPS: 158.86 A

Lighting 2.906 kVA 100.00% 2.906 kVA TOTAL ESTIMATED DEMAND LOAD: 48.892 kVA

HVAC Heating Only 1.02 kVA 100.00% 1.02 kVA TOTAL CONNECTED LOAD: 57.23 kVA

HVAC 3.056 kVA 100.00% 3.056 kVA


LOAD SUMMARY

Total Amps: 171.29 150.40 157.00


-- 131 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 132 --

-- 129 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 130 --

-- 127 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 128 --

-- 125 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 126 --

-- 123 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 124 --

-- 121 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 122 --

-- 119 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 120 --

-- 117 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 118 --

-- 115 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 116 --

-- 113 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 114 --

-- 111 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 112 --

-- 109 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 110 --

-- 107 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 108 --

-- 105 -- -- -- -- -- -- 2.08 0 -- -- -- 1 20 A SPARE 106 --

-- 103 -- -- -- -- -- -- 2.08 0 -- -- -- 1 20 A SPARE 104 --

101 Power, AC-1, AirRoom 126 30 A 3 10 10 10 2.08 0.18 10 10 10 1 20 A Receptacles, Community Projector 102

-- 99 -- -- -- -- -- -- 0.3 0.2 10 10 10 1 20 A Power, Motorized Projector Screen 100

-- 97 -- -- -- -- -- -- 0.3 0.3 -- -- -- -- -- -- 98 --

95 Power. Overhead Door SouthEast 20 A 3 10 10 10 0.3 0.3 -- -- -- -- -- -- 96 --

-- 93 -- -- -- -- -- -- 0.3 0.3 10 10 10 3 20 A Power, Overhead door SouthWest 94

-- 91 -- -- -- -- -- -- 0.3 0.3 -- -- -- -- -- -- 92 --

89 Power, Overhead door SouthCenter 20 A 3 10 10 10 0.3 0.3 -- -- -- -- -- -- 90 --

-- 87 -- -- -- -- -- -- 0.3 0.3 10 10 10 3 20 A Power, Overhead Door NorthEast 88

-- 85 -- -- -- -- -- -- 0.3 0.3 -- -- -- -- -- -- 86 --

83 Power, Overhead Door NorthCenter 20 A 3 10 10 10 0.3 0.3 -- -- -- -- -- -- 84 --

81 Receptacles, Exterior 20 A 1 10 10 10 1.08 0.3 10 10 10 3 20 A Power, Overhead Door NorthWest 82

79 Receptacles, Conference 113 20 A 1 12 12 12 0.9 1.08 12 12 12 1 20 A Receptacles, Corridor101/103/103/116 80

77 Receptacles, Southwall Community 104 20 A 1 10 10 10 0.9 1.08 10 10 10 1 20 A Receptacles, Westwall Community 104 78

75 Receptacles, Admin 114 20 A 1 12 12 12 0.72 0.9 10 10 10 1 20 A Receptacles, Medical room 125 76

73 Receptacles, Mech110 20 A 1 12 12 12 0.72 0.72 12 12 12 1 20 A Receptacles, Admin 114 74

71 Receptacles,108,109 20 A 1 12 12 12 0.72 0.72 12 12 12 1 20 A Receptacles, Fitness Northwall 72

69 Receptacles, IT 111 20 A 1 12 12 12 0.54 0.72 12 12 12 1 20 A Receptacles, Water 112 70

67 Receptacles, Restroom106/Storage105 20 A 1 12 12 12 0.54 0.54 12 12 12 1 20 A Receptacles, Floorboxes Conf 113 68

65 Receptacles, Workshop 124 20 A 1 10 10 10 0.54 0.54 12 12 12 1 20 A Receptacles, Restroom/CleanRoom 66

*G 63 Receptacles, Vending 20 A 1 12 12 12 0.5 0.54 10 10 10 1 20 A Receptacles, Workshop 124 64

61 Power, Access Controls 114, 115 20 A 1 12 12 12 0.4 0.5 12 12 12 1 15 A Power, CP-1 62

59 Power, Access Controls N&W... 20 A 1 10 10 10 0.4 0.5 12 12 12 1 20 A Receptacles, Vending Machines 60 *G

57 Receptacles, Floor box 104 20 A 1 12 12 12 0.36 0.4 12 12 12 1 20 A Power, Access Controls ApBay,112,117 58

55 Receptacles, Floor box 104 20 A 1 12 12 12 0.36 0.36 12 12 12 1 20 A Receptacles, Fittness 115 56

53 Receptacles, Floor box 104 20 A 1 12 12 12 0.36 0.36 12 12 12 1 20 A Receptacles, Floor box 104 54

51 Receptacles, Floor box 104 20 A 1 12 12 12 0.36 0.36 12 12 12 1 20 A Receptacles, Floor box 104 52

49 Receptacles, IT 111 20 A 1 12 12 12 0.36 0.36 12 12 12 1 20 A Receptacles, Floor box 104 50

47 Receptacles, TV's Community 104 20 A 1 12 12 12 0.36 0.36 12 12 12 1 20 A Receptacles, Floorboxes 104 48

-- 45 -- -- -- -- -- -- 2 0.36 10 10 10 1 20 A Receptacles, Northwall Community 104 46

43 Power, EUH-1 30 A 2 10 10 10 2 0.18 12 12 12 1 20 A Receptacles, Fitness 115 44

-- 41 -- -- -- -- -- -- 0.15 0.18 12 12 12 1 20 A Receptacles, Fittness 115 42

39 Receptacle, IT Room 111 20 A 2 12 12 12 0.15 1.04 -- -- -- -- -- -- 40 --

37 Receptacles, IT 111 20 A 1 12 12 12 0.18 1.04 10 10 10 2 30 A Receptacle, Simplex-Gear Extractor 38 *G

35 Lighting, Corridor-101/102/103/104,116 20 A 1 12 12 12 0.51 0.18 12 12 12 1 20 A Receptacles, Washer 119 36

33 Receptacles, Fittness 115 20 A 1 12 12 12 0.18 0 -- -- -- -- -- -- 34 --

31 Power, Access controls 20 A 1 12 12 12 1.2 0 10 10 10 2 30 A Receptacles, Dryer 119 32

29 Power, Temperature Control Panel 20 A 1 12 12 12 1 1.26 10 10 10 1 20 A Receptacles, Air room 126 & Storage 30

27 Lighting, 113, 114, 115 20 A 1 12 12 12 0.46 0.18 12 12 12 1 20 A Receptacles, WS-1 28

25 Power, Temperature Control Panel 20 A 1 12 12 12 1 0.9 12 12 12 1 20 A Receptacles, CommunityRoom 104 26

23 Lighting, 104,105,106 20 A 1 10 10 10 1.22 0.9 12 12 12 1 20 A Receptacles, AppBayWestl/TrainStair 24

21 Power, Access Controls 110,113,121 20 A 1 12 12 12 0.6 0.36 10 10 10 1 20 A Receptacles, 127& North App bay 22

19 Lighting, 127,126,124 20 A 1 10 10 10 0.55 0.72 12 12 12 1 20 A Receptacles, 120Nrth/Training Stair 20

17 Power, FCU-1 20 A 1 10 10 10 0.53 0.54 12 12 12 1 20 A Receptacles, Floorboxes 104 18

15 Power, CAB-2 20 A 1 12 12 12 0.51 0.54 12 12 12 1 20 A Receptacles, AppBay WestWall 16

13 Power, CAB-1 20 A 1 12 12 12 0.51 0.53 12 12 12 1 20 A Power, FCU-2 14

*G 11 Receptacles, EWC Corridor 103 20 A 1 12 12 12 0.36 0.5 10 10 10 1 20 A Power, Autodoors 12

9 Receptacles SouthApp Bay 20 A 1 10 10 10 0.36 0.46 12 12 12 1 20 A Lighting, 120,119,118,117 10

7 Power, HWB-2 15 A 1 12 12 12 0.33 0.4 12 12 12 1 20 A Lighting, 108,109,110,111,112 8

*G 5 Receptacle, Duplex-GearExtractor 20 A 1 12 12 12 0.18 0.33 12 12 12 1 15 A Power, HWB-1 6

3 Power, UH-1 Water 112 20 A 1 12 12 12 0.1 0.2 12 12 12 1 20 A Power, WH-1 Mech110 4

1 Power, Fan Fitness 115 20 A 1 12 12 12 0.02 0.18 12 12 12 1 20 A Receptacles, Dryer 119 Standard... 2

KEY


OCPDAMPS P

WIRESIZE

H N G

A B CWIRESIZE

G N HOCPD


KEY

NOTES:

ISC: 10.38 kA

SCCR: 22 kA





PANEL P1

CIRCUIT KEY NOTES: *G INDICATES THAT A GFCI BREAKER IS TO BE USED. *S INDICATES THAT A SHUNT TRIP BREAKER SHALL BE USED.*C = THROUGH LIGHTING CONTACTOR



Power 12.95 kVA 100.00% 12.95 kVA TOTAL ESTIMATED DEMAND AMPS: 145.1 A

Other 0.291 kVA 100.00% 0.291 kVA TOTAL CONNECTED AMPS: 169.24 A

Lighting 9.585 kVA 100.00% 9.585 kVA TOTAL ESTIMATED DEMAND LOAD: 52.278 kVA


HVAC 6.91 kVA 100.00% 6.91 kVA


LOAD SUMMARY

Total Amps: 166.07 160.52 182.99


-- 131 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 132 --

-- 129 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 130 --

-- 127 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 128 --

-- 125 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 126 --

-- 123 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 124 --

-- 121 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 122 --

-- 119 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 120 --

-- 117 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 118 --

-- 115 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 116 --

-- 113 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 114 --

-- 111 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 112 --

-- 109 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 110 --

-- 107 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 108 --

-- 105 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 106 --

-- 103 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 104 --

-- 101 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 102 --

-- 99 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 100 --

-- 97 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 98 --

95 Power, Fire Suppression System 20 A 1 12 12 12 0.3 1.2 10 10 10 1 20 A Lighting, Beacon Light 96 *C

93 Lighting, UnderCabinets Kitchen 20 A 1 12 12 12 0.07 0.18 12 12 12 1 20 A Receptacles, Washer 227 94

91 Receptacles, Dryer 227 20 A 1 12 12 12 0.18 0.2 12 12 12 1 20 A Power, Access Control Stairs 122 92

89 Receptacles, Kitchen WstWall 20 A 1 12 12 12 0.18 0.18 12 12 12 1 20 A Receptacles, Utility 221 90

87 Receptacles, Kitchen WstWall 20 A 1 12 12 12 0.18 -- -- -- -- 1 -- SPACE 88 --

*S 85 Power, Range Gas Solenoid 20 A 1 12 12 12 0.1 0.18 12 12 12 1 20 A Receptacles, Range 86 *S

83 Lighting, Rooftop Units 20 A 1 12 12 12 0.07 0.67 12 12 12 1 20 A Power, EF-4, Training Stair ROOF 84

-- 81 -- -- -- -- -- -- 0.8 1.13 10 10 10 1 20 A Power, AC-1FP, Utility 228 82

-- 79 -- -- -- -- -- -- 0.8 0.8 -- -- -- -- -- -- 80 --

77 Power, CF-2, App Bay 20 A 3 12 12 12 0.8 0.8 -- -- -- -- -- -- 78 --

75 Receptacles, Rooftop 20 A 1 12 12 12 0.72 0.8 12 12 12 3 20 A Power, CF-1, App Bay 76

73 Lighting, App Bay Center 20 A 1 10 10 10 0.93 1.08 12 12 12 1 20 A Receptacles, Dorms 210, 211 74

71 Receptacles, Lounge 20 A 1 10 10 10 0.9 0.93 12 12 12 1 20 A Lighting, App Bay West 72

69 Receptacles, Kitchen Island 20 A 1 12 12 12 0.9 0.93 10 10 10 1 20 A Lighting, App Bay East 70

67 Receptacles, Captains 225 20 A 1 12 12 12 0.54 0.9 12 12 12 1 20 A Receptacles, KitchenEast Counters 68

65 Receptacles, Kitchen WstWall 20 A 1 10 10 10 0.18 0.54 12 12 12 1 20 A Receptacles, Chief Office 222 66

63 Receptacles, Dorm 207 20 A 1 12 12 12 0.54 0.54 12 12 12 1 20 A Receptacles, Chief Office 222 64

61 Power, RH-1 20 A 1 12 12 12 0.51 0.54 12 12 12 1 20 A Receptacles, Dining 202 62

59 Power, Cord Reel South 20 A 1 10 10 10 0.36 0.51 12 12 12 1 20 A Power, RH-3 60

57 Power, Cord Reel North West 20 A 1 10 10 10 0.36 0.51 12 12 12 1 20 A Power, RH-2 58

55 Power, Cord Reel South East 20 A 1 10 10 10 0.36 0.36 10 10 10 1 20 A Power, Cord Reel North East 56

53 Receptacles, Mech 232 20 A 1 10 10 10 0.18 0.36 12 12 12 1 20 A Receptacles, Captains 225 54

*G 51 Receptacles, EWC 20 A 1 12 12 12 0.36 0.36 10 10 10 1 20 A Power, Cord Reel South West 52

49 Receptacles, FloorBox Lounge 201 20 A 1 10 10 10 0.18 0.36 12 12 12 1 20 A Receptacles, Captains 225 50

47 Receptacles, TV Dining 202 20 A 1 12 12 12 0.18 0.18 12 12 12 1 20 A Receptacles, RefrigeratorCenter 48 *G

*G 45 Receptacles, RefrigeratorWest 20 A 1 12 12 12 0.18 0.18 10 10 10 1 20 A Receptacles, FloorBox Lounge 201 46

-- 43 -- -- -- -- -- -- 1.14 0.18 12 12 12 1 20 A Receptacles, RefrigeratorEast 44 *G

41 Power, SS-2 20 A 2 12 12 12 1.14 2.29 -- -- -- -- -- -- 42 --

39 Receptacles, Garbage Disposal 20 A 1 12 12 12 1.8 2.29 10 10 10 2 30 A Receptacles, Dryer 40

37 Receptacles, Dorms 212, 213 20 A 1 12 12 12 1.08 0.78 -- -- -- -- -- -- 38 --

35 Receptacles, Dorms 214, 215 20 A 1 12 12 12 1.08 0.78 10 10 10 2 30 A Power, SS-1 36

33 Power, EF-1, ROOF 20 A 1 12 12 12 1.18 0.3 12 12 12 1 20 A Lighting, 228,227,225,223 34

31 Receptacles CORRIDOR 204 20 A 1 12 12 12 1.44 1.66 12 12 12 1 20 A Power, EF-2, ROOF 32

29 Power, RollerShades 20 A 1 10 10 10 1.25 1.66 12 12 12 1 20 A Power, EF-6, ROOF 30

27 Lighting, Kitchen 20 A 1 12 12 12 0.87 1.26 10 10 10 1 20 A Receptacles, 230,231 28

25 Lighting, South Dorms 20 A 1 12 12 12 0.32 1.44 12 12 12 1 20 A Power, Dishwasher Kitchen 26 *G

23 Receptacles, Dorms 208, 209 20 A 1 12 12 12 1.08 1.18 12 12 12 1 20 A Power, KEF-1, ROOF 24

21 Lighting, East App Bay Rooms 20 A 1 10 10 10 0.41 0.49 10 10 10 1 20 A Lighting, Lounge 22

19 Receptacles,... 20 A 1 12 12 12 0.9 1.13 12 12 12 1 20 A Power, Kitchen Hood 20

17 Receptacles, Captains 225 20 A 1 12 12 12 0.72 0.54 12 12 12 1 20 A Receptacles, 228, 227 18

15 Power, Cord Reel North 20 A 1 10 10 10 0.36 0.41 10 8 8 1 20 A Lighting, Exterior Island Poles 16 *C

13 Lighting, Restrooms 20 A 1 12 12 12 0.14 0.79 12 12 12 1 20 A Lighting, Training Stair 14

11 Power, EF-7, ROOF 20 A 1 10 10 10 0.29 0.81 12 12 12 1 20 A Lighting, Corridor 12

9 Power, EF-5, ROOF 20 A 1 12 12 12 0.29 0.35 12 12 12 1 20 A Power, LC-1 10

*C 7 Lighting, Exterior Entrance Poles 20 A 1 8 8 10 0.2 0.41 10 8 8 1 20 A Lighting, Exterior four west poles 8 *C

*C 5 Lighting, FlagPole&ExitDrivePole 20 A 1 8 8 10 0.41 0.13 12 12 12 1 20 A Lighting, North Dorms 6

3 Power, CeilingFan Lounge 20 A 1 10 10 10 0.02 0.49 12 12 12 1 15 A Receptacles, Ice Maker 4 *G

1 Power, CeilingFan Lounge 20 A 1 10 10 10 0.02 0.18 12 12 12 1 20 A Receptacles, Dining 202 FloorBox 2

KEY


OCPDAMPS P

WIRESIZE

H N G

A B CWIRESIZE

G N HOCPD


KEY

NOTES:

ISC: 10.47 kA

SCCR: 22 kA

LOCATION: UTILITY 221 WIRE: 4




PANEL P2


ADDENDUM #2 5/27/2022

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ADDENDUM 2 - BidNet

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Transcript of ADDENDUM 2 - BidNet