city of geneva plan commission

MEETING#1148OCTOBER9,2014

MeetingAgenda

CITYOFGENEVAPLANCOMMISSION

Location

City Hall

Council Chambers

109 James Street

Geneva, IL 60134

Time

7:00 p.m.

Commissioners

Dave Rogers, Chairman

John Mead

Fred Case

Mike Dziadus

Joel Erickson

Mim Evans

Cindy Leidig

Scott Stocking

Ron Stevenson

Staff Liaison

David DeGroot

City Planner

Phone: (630) 232‐0814

Email: [email protected]

1. Call to Order

2. Roll Call

3. Approval of Minutes: August 14, 2014

4. Site Plan Review:

A. Site Plan Review – Request to amend the site plan approval granted by Resolution 2010‐73 related to a 3,400 square foot building addition for a recycling center.

Location: 273 Dearborn Court

Applicant: Gordon Hahn on behalf of Northern Illinois Food

Bank

5. Public Comment

6. Other Business

7. Adjournment

This Plan Commission meeting is being audio tape recorded, transcribed by a court reporter and/or summary minutes are being taken by a recording secretary. The City of Geneva complies with the requirements of the Americans with Disabilities Act of 1990. Individuals with disabilities who plan to attend this meeting who require accommodations in order to allow them to observe and/or participate in this meeting are requested to contact the Planning Division at 630‐232‐0818 at least 48 hours in advance of the meeting to allow the City of Geneva to make reasonable accommodations for those persons.

PLAN COMMISSION MINUTES City of Geneva

109 James Street - City Council Chambers

Meeting #1147 – August 14, 2014

Chairman Rogers called the Plan Commission meeting to order at 7:00 p.m. Roll call followed: Present: Commissioners Case, Dziadus, Erickson, Mead, Stevenson, Stocking, Chairman

Rogers

Absent: Commissioners Evans and Leidig

Others Present: Community Development Dir. Dick Untch; Planner Dave DeGroot; Chicago-area Realtime Court Rptr. Paul Quesch; and Recording Secretary Celeste Weilandt

Public Present: Patricia Winter, 227 Anderson Blvd.; Margaret Martin, 804 Hawthorne; Scott Ohlfest,

804 Hawthorne Lane; Jack Horischen, 128 N. First St.; Jason Berg, 45 Taylor, Streamwood, IL; Ramiro Guillen, 732 N. Fordham Ave.; John P. Cooney, 1423 Center Circle, Downers Grove, IL; David Patzelt, 77 N. First St.; Dan Olson; 370 Brittany Ct., Apt. 1; Ashley Olson, 370 Brittany Ct., Apt. 1; Steve Okpisz, 1318 Hoyne St., St. Charles, IL; Hamid Borteu, 1871 S. Randall Rd.; Eric Weck, 100 N. River Lane

________________________________________________________________________________ Approval of the July 10, 2014 Meeting Minutes Commissioner Stocking noted on Page 89 of the proceedings, asked that under agenda item 1871 S. Randall Road, to revise it to state, “It is your stipulation that included Aurora’s regulations were regulations not found in the state code.” Minutes of the July 10, 2014 meeting, with changes to the proceedings, were approved on motion by Commissioner Case, seconded by Commissioner Mead. Motion carried by voice vote of 7-0. Chairman Rogers entertained a change in the agenda to move up Item 6 on the agenda, which was a site plan review. Motion by Commissioner Case, seconded by Commissioner Mead, to move up Agenda Item No. 6. Roll call: Aye: Case, Dziadus, Erickson, Mead, Stevenson, Stocking, Chairman Rogers Nay: None MOTION CARRIED. VOTE: 7-0 6. Site Plan Review Final Planned Unit Development Amendment - Request to amend the Site Plan/Final Planned Unit Development Plan approval granted by Ordinances 1992-27A and 1996-28 related to the conversion of the former Applebee’s Restaurant into a Panera Bread drive-through restaurant. Mr. Jason Berg, on behalf of Chicago Bread, LLC discussed he has owned the 1492 Randall Road Panera restaurant for about 15 years and would like to continue the business in Geneva. He believed the proposal, with staff’s assistance, was a very good addition to Geneva. Mr. Berg walked through the site plan and the plans for the drive-thru which included a small bump-out area for the drive-through. The landscaping would remain the same. A review of the outside elevations followed. Per Mr. Berg, signs for the front and rear of the building were being proposed, along with the existing monument sign. Planner DeGroot stated that this proposal does not require a special use, because when this PUD was established it allowed for up to two drive-through restaurants as a permitted use. Staff’s main

Geneva Plan Commission -2- August 14, 2014

concern was the vehicle stacking backing up to Merchants Drive, but now believed the proposal met the stacking requirements. The signage also met the city’s requirements. Commissioners had concerns about the parking radius and whether Mr. Berg looked at removing the two end-parking spaces to make more room. Mr. Berg responded that it reviewed and the spaces were for employees and parking there would not be all day long. Mr. Berg also confirmed that his civil engineer reviewed the parking so it would meet the city’s code. Mr. Berger discussed the ingress/egress for the site and then shared comments about other successful drive-through Paneras in the Chicago metropolitan area. Motion by Commissioner Mead, seconded by Commissioner Stevenson, to approve the request to amend the Site Plan/Final Planned Unit Development Plan approval granted by Ordinances 1995-27A and 1996-28 related to the conversion of the former Applebee’s Restaurant into a Panera Bread drive-through restaurant, subject to final engineering approval prior to building permit issuance. Roll call: Aye: Case, Dziadus, Erickson, Mead, Stevenson, Stocking, Chairman Rogers Nay: None MOTION CARRIED. VOTE: 7-0 Public Hearing (continued from June 12, 2014) Zoning Ordinance Text Amendment - Request for an amendment to Section 11-12-6D of the Zoning Ordinance to increase the allowable frequency of message change on electronic message board signs from twice per day to once every five minutes. Applicant: Steve Okpisz, on behalf of Faith Lutheran Church.

[See Transcript from Chicago-area Realtime Court Reports]

Motion by Commissioner Mead, seconded by Commissioner Erickson to close the public hearing. Roll call: Aye: Case, Dziadus, Erickson, Mead, Stevenson, Stocking, Chairman Rogers Nay: None MOTION CARRIED. VOTE: 7-0 Motion by Commissioner Mead, seconded by Commissioner Case to waive the bifurcated process and vote on this matter. Motion carried unanimously by voice vote of 7-0. Planning Dir. Untch indicated that he and Planner DeGroot have been discussing the commissioners’ concerns about the busy-ness of the signage, intensity of light, color, etc, and, after researching other communities, suggested that if the commission was interested in controlling the sign’s brightness, length of message, etc., he believed there was more work to do. Planner DeGroot shared how other communities regulated their lighting, coloring, brightness, etc. and agreed with Dir. Untch that more research would be required before returning to the Plan Commission with a recommendation. Asked if the other communities differentiated between non-residential uses in residential areas versus traditional commercial areas, Mr. DeGroot indicated it was a matter of whether they were permitted or not. Dir. Untch suggested if commissioners were interested in pursuing these additional issues a separate motion could be made and staff could bring the matter before the Committee of the Whole to see whether staff should hold a public hearing on any changes. Motion by Commissioner Mead, seconded by Commissioner Stevenson, to request an amendment to Section 11-12-6D of the Zoning Ordinance, as reflected on Page 2 of staff’s report (Subsection 5) to increase the allowable frequency of message change on electronic message board signs from twice per day to once every five minutes. Roll call:


Aye: Case, Dziadus, Stevenson, Stocking, Chairman Rogers Nay: Erickson, Mead MOTION CARRIED. VOTE: 5-2 Mr. Okpisz returned to the podium and briefly shared that if the city was going to review its regulations, most of the LED signs were controlled by a sensor which regulated the brightness of the sign and they varied. He apologized for the sensor in his sign when it was originally installed which did not work correctly but was now fixed. Planned Unit Development Amendment & Special Use - Request to amend Exhibit VII (Permitted Uses for the Commercial Tract) of Ordinance No. 89-48 (A Special Use as a Mixed Use Planned Unit Development for Eagle Brook) to allow a “tattoo shop” as a Special Use and a request for a Special Use to allow a tattoo shop at 1871 S. Randall Road. Chairman Rogers reminded the public that this hearing was closed on July 14, 2014 and no additional public comment would be taken. Planner DeGroot stated he did review the petition again with consideration of the comments made at the last meeting and revised staff’s draft findings based on the comments and additional research completed. Planner DeGroot read through each of the nine (9) special use standards in detail, asking for commissioner comments on each: Standard No. 1 - Consistent with the city’s comprehensive plan.. – No comments. Consensus to move forward with Standard No. 1. Standard No. 2 - Proposed building/use will not diminish the value of adjacent and nearby properties - Staff discussed that tattoos have become more mainstream in the U.S. and the well regulated and properly tattoo/body piercing shops with well-conceived business plans will not diminish the value of adjacent/nearby properties. However, Commissioner Stevenson and Chairman Rogers believed otherwise and that it would affect adjacent properties -- both residential and commercial; Chairman Rogers pointed out that one of the reasons tattoo parlors were made special uses was to keep them out of residential areas and this establishment was within several hundred feet of a residential area. Staff asked if there were conditions or stipulations it could add to mitigate the concerns raised, other than moving it away from the area, screening was suggested With that, Mr. DeGroot shared how the current landscaped buffer between the rear of the commercial shops and the residential area was more than substantial. Consensus was to move forward with Standard No. 2. Standard No. 3 – The proposed use at location will not substantially or unduly increase traffic, traffic congestion, etc. – No comments. Consensus was to move forward with Standard No. 3. Standard No. 4 – The proposed use has been designed to provide for adequate ingress/egress to minimize potential vehicle conflicts and congestion in public streets. Consensus was to move forward with Standard No. 4 Standard No. 5 – The proposed building will not adversely affect or change the character of the area in which it is located – Planner DeGroot shared the research done by Geneva Police Chief Steve Mexin. If commissioners supported it, staff suggested that a condition be added that a No Loitering sign be posted on the property. Hours of operation and signage followed with Mr. DeGroot recalling that the city’s sign regulation dealt with sign height, size, lighting, etc. and not verbiage. If approved, staff recommended not prohibiting the word “tattoo on the signage. No disagreement followed. Based on a Tempe, Arizona case, Mr. DeGroot also pointed out that negative perception and stereotypes were not grounds for denial of a special use request. Commissioner Stocking recommended tying the special use permit to the applicant which he believed would control this finding. Commissioner Case then pointed out, that after driving past the site several times he noted that the tattoo business and the pediatric dentist were at opposite ends of the commercial strip


development and the immediate effect was not there. Majority consensus was to move forward with Standard No. 5. Standard No. 6 – The proposed use at the specified location will not adversely affect the use and development of adjacent and nearby properties … The location, size and height of the proposed building and operation will not hinder the use or development of nearby properties. (Stevenson steps away 8:02 p.m.) Since the site was fully developed, consensus was to move forward with Standard No. 6. Standard No. 7 – Adequate utility, drainage parking and other necessary facilities to service the proposed use will be provided and will same not adversely affect the use, development and value of adjacent and nearby properties. Staff directed commissioners’ attention to a table of Hours of Operation for the proposed tattoo shop as compared to the hours of operation of the Family Eye Clinic and Mr. Handy Man, where all three businesses, including the tattoo shop, would be open and sharing the parking. (Stevenson returns 8:06 p.m.) Staff believed there was adequate parking during peak and non-peak hours and hours where the tattoo business was open after the other businesses were closed or had limited hours. Consensus was to move forward with Standard No. 7. Standard No. 8 – The proposed building, other structures and use comply with any and all regulations, conditions or requirements of the city’s …- Standard No. 8 is met. Consensus was to move forward with Standard No. 8. Standard No. 9 – That the exterior architectural appeal and function of any proposed structure will not be so at variance with either the exterior architectural appeal and function of structures already constructed… to cause substantial depreciation in property values in the neighborhood. Per staff, no changes are proposed for the exterior. Consensus was to move forward with Standard No. 9. Staff recommended approval to amend Exhibit VII (Permitted uses for the Commercial tract) of Ordinance No. 89-48 (a Special Use as a Mixed-Use Planned Unit Development for Eagle Brook) by adding the following: “4. Tattoo parlors and body piercing establishments may be permitted by Special Use and shall be subject to all applicable State of Illinois and municipal licensing requirements.” Staff also recommended approval of the applicant’s special use request for 1) the southern portion of 1871 Randall Road, Unit E; 2) posting a No Loitering sign on the exterior of the building; and 3) hours of operation restricted from 12:00 p.m. to 9 p.m. Saturday through Sunday. Discussion followed to have an additional condition by tying the special use to the applicant (Mr. Gillen) but also having a sunset clause to review the special use annually. Dir. Untch shared his reluctance with inserting a sunset clause since staff already had the enforcement capability over a special use permit. However, if concerns arose, staff could be directed by city council to hold a public hearing before the commission on revocation of the permit. Commissioner Erickson shared some of his own observations at the St. Charles tattoo shop but in looking at other tattoo establishments, he noted that the quality of tenancy was usually not that good because there was only one landlord. Looking at the variable tenancy in this development, he understood why the other retailers would be concerned and would surmise that if there was a single landlord, this application would not be before this commission because the landlord would be too concerned about his tenancies. Motion by Commissioner Stocking, second by Commissioner Mead to amend Exhibit VII (Permitted uses for the Commercial Tract) of Ordinance No. 89-48 (a Special Use as a Mixed-Use Planned Unit Development for Eagle Brook to allow a tattoo shop as a special use). Roll call:


Aye: Case, Dziadus, Mead, Stocking, Nay: Erickson, Stevenson, Rogers MOTION CARRIED. VOTE: 4-3 Motion by Commissioner Stocking, seconded by Commission Case, to approve a request for a special use to allow a tattoo shop at 1871 S. Randall Road, Unit E, subject to the following: 1) the southern portion of 1871 Randall Road, Unit E only; 2) posting a No Loitering sign on exterior of building; 3) hours of operation are restricted from 12:00 p.m. to 9 p.m. Saturday through Sunday; and 4) the special use permit is attached to the applicant only. Roll call: Aye: Case, Dziadus, Mead, Stocking Nay: Erickson, Stevenson, Rogers MOTION CARRIED. VOTE: 4-3 Planned Unit Development Amendment - Request to amend Section 2 (Residential Area Development Standards) Paragraph F (Setback Requirements/Building Envelopes) of Ordinance No. 97-24B (A Special Use as a Mixed Use Planned Unit Development for the North Riverfront Redevelopment Project) to increase the allowable floor area ratio from 0.5 to 1.0 for Lots 4 through 8 in the North Riverfront Planned Unit Development. Location: 119/121 N. 1st Street; Applicant: Dave Patzelt. (Commissioner Mead recuses himself from this discussion.)

Planner DeGroot reviewed the staff analysis and concerns that the Plan Commission raised at the July 10th hearing -- height, proximity to other buildings, and management of stormwater. Per staff, maximum building height for Lots 4 thru 8, as established in the PUD, is 35 feet; the proposed height for the duplex is 28 feet. The height of the building looking from east to west, from the foundation to the tallest side of the building was 34 feet. The proposed rear yard setback of 10 feet exceeds the minimum 7 feet and is different in that the site is viewed as a transitional site so there is some relief granted on those setbacks. The applicant is working with the Public Works department to obtain a detail review of utility and stormwater drainage plans with the city’s engineer and has met with the president of the association to work through details. Per Mr. DeGroot’s research, the Floor Area Ratio (“FAR”) of 0.5 listed in the PUD was not carefully considered for two- and three-family lots along First Street and was not reflected. Staff recommended approval of the allowable FAR from 0.5 to 1.0 for Lots 4 through 8. Per commissioner questions, Mr. Patzelt confirmed he did meet with the president and condo board members and discussed height, architectural style, and water issues. Those individuals returned to discuss the same issues with their board members but there was no consensus on the issues. Mr. Patzelt stated he would like to continue to work with the association and get more information about the drain tile that was installed in the rear of their building. He confirmed his earlier statement that in order to meet the FAR he could convert the first floor living space to garage space and also create a third-car garage since there was no restriction, resulting in a larger building without increasing the floor area. DeGroot concurred and confirmed that garage space does not count toward the FAR. However, Mr. Patzelt, stated, as discussed with the condo board members, that he wanted to create a duplex structure that was good for the community and was attractive. He agreed the FAR issue was really an error that arose. Commissioner Stocking shared that he did not like supporting a PUD amendment from 0.5 to 1.0, but due to the error and given the applicant could build larger, he believed the request had to move forward. Motion by Erickson, seconded by Commissioner Case, to approve the request to amend Section 2 (Residential Area Development Standards), Paragraph F (Setback Requirements/Building Envelopes) of Ordinance No. 97-24B (A Special Use as a Mixed Use Planned Unit Development for the North Riverfront Redevelopment Project) to increase the


allowable floor area ratio from 0.5 to 1.0 for Lots 4 through 8 in the North Riverfront Planned Unit Development. Roll call: Aye: Case, Dziadus, Erickson, Stevenson, Stocking, Chairman Rogers Nay: None Abstain: Mead MOTION CARRIED. VOTE: 6-0-1 (Commissioner Mead returns.) Public Comment - None. Other Business Mr. DeGroot proceeded to open up the discussion about removing LED signs from residential districts. While the current Faith Lutheran sign would be considered grandfathered and non-conforming, he stated the commissioners could decide they did not want the provision to allow such signs in residential districts and bring the matter to the Committee of the Whole for discussion. Currently, two other LED signs existed in the City -- McDonalds on the east side and the Country House. Standards for illumination, brightness, and impact on surrounding properties, he described, could apply to the existing sign which was enforceable. Dir. Untch discussed how grandfathering would apply to zoning, where, retroactively a village imposes a regulation and establishes an “economic life” to something where it must comply over a certain period of time. He has not seen such an example applied to an LED sign. His concern was that the original intent of the sign regulation was to provide an opportunity for an entity to install an LED sign, as opposed to the manual sign with letters, yet there was the legitimate concern about the intensity of the light, etc. He believed that if the sign technology for institutional uses in residential districts were to stay, the city had to look at ways to mitigate such concerns. DeGroot summarized that from the last meeting concerns voiced pertained to the sign’s intensity of lighting, busy-ness, and colors of the sign, etc. and the general agreement was that the sign needed to be in a commercial area. A general dialog followed on how the proposal received approval initially and comments turned to that maybe such signs should require a permit or not be allowed in residential areas, wherein Dir. Untch reminded the commissioners that churches were allowable. Staff could also envision seeing more LED signs being requested by churches and schools in the future. Dir. Untch stated he would be interested in exploring whether such signage could have a diminished level of light, similar to the changeable copy sign. Commissioners reached a consensus that staff research some options and return to the commission. Staff provided a status on the following: the approved Animal Care Clinic and the Lincoln Square development; the scaled-back Marquette concept review, which Dir. Untch shared some details; and the status of the current Cetron building/extension of 7th Street. Comments followed regarding a new townhouse development located on First Street and an upcoming project for 7th and James Street from Shodeen which would be going to the Historic Preservation Commission first, followed by the Plan Commission. Adjournment Meeting was adjourned at 8:58 p.m. on motion by Commissioner Case. Motion carried unanimously.

Figure 1. Location Map. Prepared by Geneva Planning Division, October 2014.

BACKGROUND

In 2010 the City Council passed Resolution 2010‐73 which granted

site plan approval for Northern Illinois Food Bank (NIFB), located at

273 Dearborn Court. The 147,000 square foot building contains

47,000 square feet of office space, 60,000 square feet of dry storage,

20,000 square feet of freezer/cooler space and 20,000 square feet of

volunteer circulation area. The building also includes refrigerated

dock space, a “clean room” for safe repacking of food, commercial

and production kitchens, storage areas, recycling and trash

compactors. NIFB would like to add a 3,400 square foot recycling

center to the southwest corner of the existing building. The addition

would allow existing compactors and sorting operations to be

relocated, thereby freeing up additional storage space. The

proposed changes to the site and the building require an

CITYOFGENEVAPLANCOMMISSION

CommunityDevelopmentDepartmentReport

Applicant

Gordon Hahn on behalf of

Northern Illinois Food Bank

Location

273 Dearborn Court

Request

To amend the site plan

approval granted by

Resolution 2010‐73 related to

a 3,400 square foot building

addition for a recycling center.

Staff Recommendation

Staff recommends approval of

the applicant’s request as

shown in the attached

development plans and

subject to final engineering

approval prior to building

permit issuance.

Staff Liaison

David DeGroot

City Planner

Phone: 630.232.0814

Email: [email protected]

OCTOBER9,2014 AGENDAITEM4ASITEPLANAPPROVAL‐273DEARBORNCOURT

NORTHERNILLINOISFOODBANK

NorthernIllinoisFoodBankPage2of5 AgendaItem4A

amendment to the site plan approval previously granted by Resolution 2010‐73.

REQUEST

To amend the site plan approval granted by Resolution 2010‐73 related to a 3,400 square foot building

addition for a recycling center.

PROPERTYINFORMATION

The 10.83‐acre property is located at the southeast end of Dearborn Court (Lot 2 in the Southwest Phase

of the Geneva Business Park). The property is located between the Flavors of North America building

and the Roquette America building to the east, Peacock Engineering and a one‐story multi‐tenant

office/warehouse building to the west. The property is located in the Geneva Business Park planned

unit development (PUD) and is zoned I1 Light Industrial District. It is designated for “Light

Industrial/Office Research” on the City’s adopted Comprehensive Plan. Please see Table 1 and Figures 2

and 3 for surrounding property information including existing zoning, existing land uses, and future land

use designations.

Table 2. Surrounding Property Information. Prepared by Geneva Planning Division, October 2014.

LOCATION ZONINGDISTRICT LANDUSE COMPREHENSIVEPLAN

Subject Property I1 Light Industrial District Geneva Business Park PUD

Northern Illinois Food Bank Light Industrial/Office Research

North I1 Light Industrial District Geneva Business Park PUD

Undeveloped Light Industrial/Office Research

South B4 Business District Undeveloped Light Industrial/Office Research

East I1 Light Industrial District Geneva Business Park PUD

Office Research & Development

Light Industrial/Office Research

West I1 Light Industrial District Geneva Business Park PUD

Office/Warehouse Light Industrial/Office Research


Figure 3. Zoning Map of the Subject Property and Surrounding Area. Prepared by Geneva Planning Division, October 2014.

Figure 4. Future Land Use Designation of the Subject Property and Surrounding Area, based on the 2003 Comprehensive Plan.

Prepared by Geneva Planning Division, October 2014.


STAFFANALYSIS&RECOMMENDATION

Site Plan

The proposed building addition would be located at the southwest corner of the existing building over a

portion of the concrete loading area. The addition does not increase the overall lot coverage of the site

and does not impact any of the existing landscaping. The new loading berths provided for in the

building addition do not present any vehicular circulation elements that would create hazards to the

safety of vehicular or pedestrian traffic on the site.

Parking

The proposed building addition requires 1 additioanl parking space to be provided. However, the 179

parking spaces were provided with the original building construction in 2010 when only 178 parking

spaces were required. Therefore, the existing number of parking space on site meets the minimum

requirements. The addition does eliminate an existing loading berth but also provides for 3 new loading

berths, a net gain of 2. The facility will have a total of 16 loading berths. The dimensions of the loading

berths and the maneuvering space provided comply with the minimum requirements set forth by the

City’s off‐street loading standards.

Building Elevations

As shown on the Building Elevations, the addition will match the existing building with buff colored

precast concrete panels. Overall, the proposed addition is consistent with the existing building and

meets the all of the applicable Zoning Ordinance requirements (building height, setbacks, floor area

ratio, etc.).

Landscaping

The proposed building addition would be located over an existing concrete surface and will not impact

existing landscape materials. The applicant has provided additional landscaping on the south side of the

building addition where 3 Australian Pines and 5 Anthony Waterer Spireas will be planted.

Engineering

The Public Works Department has requested a civil plan to demonstrate that the proposed building

addition will not adversely impact the existing drainage pattern and how the trench drain will connect

into the existing storm sewer. Any revisions that may be required would be minor and are not expected

to significantly impact the design.

Staff Recommendation

Staff recommends approval of the applicant’s request to amend the site plan approval granted by

Resolution 2010‐73 related to a 3,400 square foot building addition for a recycling center, as shown in

the attached development plans and subject to final engineering approval prior to building permit

issuance.


REVIEW/APPROVALPROCESS:NEXTSTEPS*

1. October 13, 2014 ‐ Committee of the Whole review and recommendation to City Council

2. October 20, 2014 ‐ City Council consideration of request

ATTACHMENTS

Site Plan

Demolition Plan

Floor Plan

Roof Plan

Building Elevations

Truck Turning Radii

EXISTING

167A

167B 167C 167D

167E

139A

139B 139C

NEW ADDITION

01

T100

KEY PLANSCALE: 1" = 100'-0"

NORTHERN ILLINOISFOOD BANK

273 DEARBORN CT.GENEVA, IL

RECYCLING ADDITION

NORTHERN ILLINOIS

FOOD BANK

A NEW RECYCLING ADDITION

TO THE COMMUNITY

NUTRITION AND FOOD

DISTRIBUTION CENTER FOR

273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION

CONSTRUCTION DOCUMENTS

345 Executive Parkway, Suite L2Rockford, Illinois 61108

Telephone : 815.397.0777

C Copyright 2014 by Jeffrey Flemming, AIA. These documents in printed and

electronic form, are instruments of Service for use soley with respect to this

project. Jeffrey Flemming, AIA retains all common law, statutory and other

rights, including copyrights. No license or right to reproduce or use these

documents is granted or implied, except with the written permission of Jeffrey

Flemming, AIA. Unauthorized reproduction or use is strictly prohibited, violates

the copyright laws of the United States and will subject the violator to legal

prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I

C O L L A B O R A T I O N

M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

ARCHITECTURAL

SHEET INDEX

08.01.2014

11.30.2014EXPIRATION DATE:

DATE:

JEFFREY E. FLEMMING

001-013482LICENSE:

A

ME100 POWER & LIGHTING PLAN & NOTES

SEALS

MECHANICAL/ELECTRICALME

T100 TITLE SHEET, PROJECT DATA

PLUMBINGP

P100 PLUMBING PLAN, RISER DIAGRAM & NOTES

G100 GENERAL INFORMATION

STRUCTURALS

S100 STRUCTURAL NOTES

S101 ROOF FRAMING PLANS & FOUNDATION PLANS & NOTES

PROJECT DESCRIPTION

PROJECT DATA

REFERENCE CODES

NORTHERN ILLINOIS FOOD BANK - 273 DEARBORN COURT, GENEVA, IL:

RECYCLING ADDITION

G100

G100

OCCUPANCY CLASSIFICATION AND CONSTRUCTION TYPEG100

CONSTRUCTION TYPE: IIB - NON CONBUSTABLE / UNPROTECTEDAUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUTNONSEPARATED MIXED USES: ASSEMBLY (A-3), COMMUNITY HALL

BUISNESS (B), OFFICES STORAGE (S-2), LOW HAZARD FOOD STORAGE

*MOST RESTRICTIVE AND GOVERNING BUILDING TYPE: ASSEMBLY A-3*

UNLIMITED AREA BUILDING: IBC 507.6 GROUP A-3 BUILDINGS ONE STORY-TYPE II CONSTRUCTION-NO STAGE-BUILDING EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM-BUILDING IS SURROUNDED WITH YARDS NOT LESS THAN 60'-0"

ACTUAL BUILDING FOOTPRINT: 125,580 SFACTUAL BUILDING GROSS FLOOR AREA: 144,998 SF

GROUND FLOOR: 119,525 SF + 4,092 SF ADDITION = 123,617 SFOFFICE MEZZANINE: 24,738 SFSTORAGE MEZZANINE: 735 SFEQUIPMENT PLATFORM: 1,084 SF

TOTAL MEZZANINE: 26,557 SF (30% OF WAREHOUSE SPACE)

MEZZANINE LEVEL SHALL NOT BE OPEN TO WAREHOUSE SPACE OFF OF WHICH IT IS LOCATEDPER IBC 505.4 EXCEPTION 2.MEZZANINE LEVEL HAS 4 MEANS OF EGRESS

2009 INTERNATIONAL BUILDING CODE2003 INTERNATIONAL PROPERTY MAINTENANCE CODE

2006 INTERNATIONAL MECHANICAL CODEMOST RECENT EDITION STATE OF ILLINOIS PLUMBING CODE (2014)MOST RECENT EDITION STATE OF ILLINOIS ACCESSIBILITY CODE2010 USDOJ STANDARDS FOR ACCESSIBLE DESIGN2005 NATIONAL ELECTRICAL CODE2003 LIFE SAFETY CODE2012 ICC INTERNATIONAL ENERGY CONSERVATION CODE

FIRE RESISTANCE RATINGSG100

FIRE RESISTANCE RATING (PER TABLE 601)

LOAD BEARING WALLS

FIRE WALLS (SEC 706 & TABLE 706.4) 2 HOUR

EXTERIORINTERIOR

SHAFT AND VERTICAL EXIT ENCLOSURES (SECTION 7081 HOUR

STRUCTURAL FRAME

NONBEARING WALLS AND PARTITIONSEXTERIOR (TABLE 602)INTERIOR (SECTION 602.4.6)

FLOOR CONSTRUCTIONINCL. BEAMS AND JOISTS

ROOF CONSTRUCTIONINCL. BEAMS AND JOISTS

FIRE RESISTANCE RATING FOR EXTERIOR

DISTANCE TYPE OF CONSTRUCTION USE GROUP0 HOUR>10'-0" IIB

HOUR SEPARATIONB, S-2

WALLS BASED ON DISTANCE (PER TABLE 602)

FIRE RESISTANCE-RATED CONSTRUCTIONEXTERIOR WALLS (SECTION 705) SEE TABLES 601 & 602

FIRE BARRIERS (SECTION 707) 2 HOUR1 HOUR

FIRE PARTITIONS (SECTION 709)

0 HOUR0 HOUR

0 HOUR

TABLE 6020 HOUR

0 HOUR

0 HOUR

OCCUPANCY CAPACITYG100

WAREHOUSE: 1 OCCUPANT PER 500 SF GROSS AREA

4092 / 500 = 8 OCCUPANTS

FIRE BARRIERS SECTION 706G100

A 1HR FIRE BARRIER WALL CONSTRUCTED BETWEEN ACCESSORY ASSEMBLY SPACES OVER 750 SF

A 1HR FIRE RATED HORIZONTAL ASSEMBLY SEPARATES ACCESSORY ASSEMBLY SPACES FROMOTHER OCCUPANCIES.

G100MEANS OF EGRESS

NO SHAFT ENCLOSURE IS REQUIRED FOR FLOOR OPENINGS BETWEEN A MEZZANINE AND THEFLOOR BELOW (IBC 708.2 EXCEPTION 9)

PLUMBING CODE CALCULATIONG100

IPC 890.810 OCCUPANT LOAD CALCULATIONS (SEE PLAN)

ASSEMBLY SPACES (GROSS) = 50 SF/OCCUPANT

STORAGE/SHIPPING SPACES (GROSS) = 400 SF/OCCUPANT

OFFICE SPACES (GROSS) = 200 SF / OCCUPANT

IPC 890 APPENDIX A TABLE B

PUBLIC RESTROOMS 102 AND 104

REQUIREMENTS:

ASSEMBLY, CONVENTION HALL: 12,592 SF (251 OCCUPANTS)

MEN 126 OCCUPANTS WOMEN 126 OCCUPANTSWATER CLOSET: 2 WATER CLOSET: 3URINAL: 2 URINAL: NALAVATORY: 1 LAVATORY: 1

DRINKING FOUNTAINS: 1

PROVIDED:MENS 104 WOMEN 102WATER CLOSET: 2 WATER CLOSET: 4URINAL: 2 URINAL: NALAVATORY: 2 LAVATORY: 2


EMPLOYEE & VOLUNTEER RESTROOM 125, 123, 130, 132, 152 AND 154

WAREHOUSE EMPLOYEE / VOLUNTEER SPACES: 95,259 SF (238 OCCUPANTS)REQUIRED:

MEN 119 OCCUPANTS WOMEN 119 OCCUPANTS

WATER CLOSET: 3 WATER CLOSET: 6URINAL: 3 URINAL: NALAVATORY: 5 LAVATORY: 5


PROVIDED:

MENS 125 154 & 130 WOMENS 123 152 & 132WATER CLOSET: 5 WATER CLOSETS: 9URINAL: 4 LAVATORY: 8LAVATORY: 8

DRINKING FOUNTAINS 4

MEZZANINE OFFICE RESTROOMS 233 & 232

REQUIRED:

OFFICE SPACES: 14,181 SF (71 OCCUPANTS)

MEN 36 OCCUPANTS WOMEN 36 OCCUPANTSWATER CLOSETS: 2 WATER CLOSETS: 3URINAL: 1 URINAL: NALAVATORY: 3 LAVATORY: 3

FIXTURES PROVIDED

MENS 233 WOMENS 232WATER CLOSETS: 2 WATER CLOSETS: 3URINAL: 1 URINAL: NALAVATORY: 3 LAVATORY: 3

BOTTLED WATER SERVICE PROVIDED

MEZZANINE BOARD ROOM RESTROOMS 207 & 208

REQUIRED:

MEZZANINE ASSEMBLY SPACES: 2,869 SF (58 OCCUPANTS)

MEN 29 OCCUPANTS WOMEN 29 OCCUPANTSWATER CLOSETS: 1 WATER CLOSETS: 2URINAL: 1 URINAL: NALAVATORY: 1 LAVATORY: 1

FIXTURES PROVIDED

MENS 208 WOMENS 207WATER CLOSETS: 1 WATER CLOSETS: 2URINAL: 1 URINAL: NALAVATORY: 2 LAVATORY: 2

DRINKING FOUNTAIN PROVIDED

TRAVEL DISTANCES TO TOILET ROOMS ARE NO MORE THAN 300'-0"

VERTICAL EXIT ENCLOSURE 1022G100

ACCESSIBLE STAIRWAY (IBC 1007.3)

EXCEPTION 1: AREA OF REFUGE IS NOT REQUIRED AT OPEN EXIT STAIRS COMPLYING WITH 1016.1AND 1022.1, DUE TO SPRINKLER SYSTEM.

STAIR WIDTH SHALL BE MIN 48" BETWEEN HANDRAILS (1007.3)ELEVATOR IS PART OF THE ACCESSIBLE MEANS OF EGRESS HOWEVER IT IS NOT REQUIRED TO BE

ACCESSIBLE FROM AN AREA OF REFUGE OR HORIZONTAL EXIT. IBC 1007.4 EXCEPTION 2.

1014.3 COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FT.EXCEPTION 1: B AND S OCCUPANCIES SHALL NOT EXCEED 100 FT WHERE EQUIPPED WITHA SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1

ALL SPACES WITH OCCUPANCIES OF ASSEMBLY AND BUSINESS WILL HAVE TWO OR MORE EXITSWHEN OVER 20 OCCUPANTS. SPACES USED FOR STORAGE WILL HAVE TWO OR MORE EXITSWHEN OVER 30 OCCUPANTS

(IBC 1016.1) WHERE BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM THEMAXIMUM TRAVEL DISTANCE TO AN EXIT SHALL BE NO MORE THAN:ASSEMBLY: 250'

180' ACTUAL MAX TRAVEL DISTANCEBUSINESS: 300'

240' ACTUAL MAX TRAVEL DISTANCE FROM MEZZANINE OFFICESTORAGE S-2: 400'

230' ACTUAL MAX TRAVEL DISTANCE

(IBC 1018.1) NO RATING IS REQUIRED FOR A, B, OR S, OCCUPANCIES WHERE PROTECTED WITHAN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.

(IBC 1018.4) DEAD END CORRIDORS SHALL NOT EXCEED 20'EXCEPTION 2 : DEAD END CORRIDORS IN BUSINESS AND STORAGE EQUIPPED WITH ASPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL NOT EXCEED 50'

ENCLOSED STAIR WAYS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITHSECTION 707 HOWEVER MEZZANINES SHALL NOT BE INCLUDED IN THE NUMBER OF STORIES.EXCEPTION 9. INTERIOR EGRESS STAIRWAYS SERVING ONLY THE FIRST AND SECOND STORIES OFA BUILDING ARE NOT REQUIRED TO BE ENCLOSED WHEN EQUIPED THROUGHOUT WITH ANAUTOMATIC SPRINKLER SYSTEM, PROVIDED AT LEAST TWO MEANS OF EGRESS ARE PROVIDEDFROM BOTH FLOORS SERVED BY THE UNENCLOSED STAIRWAYS.

IBC 1019.1.5 ENCLOSURES UNDER STAIRS ARE TO BE PROTECTED BY A 1 HOUR FIRE RESISTANCERATED CONSTRUCTION.

1BC 1023.2: WIDTH OF THE EXIT PASSAGE WAYS SHALL BE NO LESS THAN 44"

A001 DEMOLITION PLAN

A100 FLOOR PLAN

A101 MEZZANINE FLOOR PLAN

A300 ROOF PLAN

A400 BUILDING ELEVATIONS

A450 BUILDING SECTIONS

A500 WALL SECTIONS

A501 WALL SECTIONS

A550 SECTION DETAILS

A750 DOOR DETAILS

A751 DOOR SCHEDULES & TYPES

SD100 SITE PLAN

S200 FOUNDATION DETAILS

NORTH

TITLE SHEET, PROJECT DATA

T100

3

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

TITLE SHEET, PROJECCT

DATA

G100

CEILING HEIGHT

BUILDING SECTION NUMBER

VERTICAL COLUMN DESIGNATION

HORIZONTAL COLUMN DES.

HIDDEN, FUTURE, OR DEMOLITION LINES

CENTER LINES

BREAK LINES

REVISION DESIGNATION

COLUMN REFERENCE

COLUMN REFERENCE

REVISION NUMBER

A

2

3

DETAIL DESIGNATION

ROOM DESIGNATION

DOOR DESIGNATION

DRAWING NUMBER

DETAIL NUMBER

ROOM/SPACE NUMBER

DOOR NUMBER

101

241B

2

A6.0

LEVEL LINE DESIGNATION

GRAPHICAL SYMBOLS

BUILDING SECTION

WALL SECTION

INTERIOR ELEVATION

DRAWING NUMBER

WALL SECTION NUMBER

DRAWING NUMBER

INTERIOR ELEVATION NUMBER

DRAWING NUMBERA7.0

1

7

A5.0

A4.5

ACP-19'-0"

1

CEILING MATERIAL

1

A4.0EXTERIOR ELEVATION

DRAWING NUMBER

ELEVATION NUMBER

ELEVATION HEIGHTCEILING DESIGNATION TOP OF FLOOR

+(1'-0")

DESCRIPTION

DRAWING DESIGNATION

NORTH ARROW

DRAWING NUMBER

SHEET NUMBER

NORTH DIRECTION

NORTH DESIGNATION

DRAWING TITLEDRAWING TITLE

DRAWING SCALE1/8" = 1'-0"

FLOOR PLAN

DIMENSION LINES4'-8"

LEADER LINES

EXISTING CONTOUR LINES

NEW CONTOUR LINES

320.5

320.5

ELECTRICAL PANEL SYMBOL

DATA CONNECTION

DUPLEX OUTLET

QUADRUPLEX OUTLET

SWALL SWITCH

TELEPHONE CONNECTION

PHONE/DATA CONNECTION

T

EF

34"GFI

34"GFI

A

A

DIMMER SWITCH

THERMOSTAT SYMBOL

FLOOR DATA/PHONE

EXHAUST FAN SYMBOL

OUTLET HEIGHT

OUTLET TYPE

OUTLET HEIGHT

OUTLET TYPE

SWITCH NUMBER DESIGNATION

SWITCH NUMBER DESIGNATION

CIRCUIT NUMBER DESIGNATION

CIRCUIT NUMBER DESIGNATION

CONNECTION

THIS BUILDING SHALL COMPLY WITH ALL APPLICABLEPROVISIONS OF BOTH THE AMERICANS WITH DISABILITIES ACT(ADA), PUBLIC LAW 101-336, AND THE ILLINOIS ACCESSIBILTYCODE, APRIL 24, 1997, AND THE USDOJ 2010 ADA STANDARDSFOR ACCESSIBLE DESIGN. ALL CONTRACTORS ANDSUB-CONTRACTORS SHALL BE RESPONSIBLE, AS EACH TRADEAPPLIES, FOR COMPLYING WITH THESE STANDARDS ANDCODES AS APPLIED TO WORK PERFORMED UNDER CONTRACT.ANY CONFLICTS, INCONSISTENCIES, OR OMISSIONS SHALL BEBROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONALIMMEDIATELY. ALL CONTRACTORS WILL VERIFY AND COMPLYWITH ALL PROVISIONS OF THE CODES AND STANDARDS.

GENERAL ACCESSIBILITY NOTESADA.0

ADA.1

PARKING:

ACCESSIBLE PARKING STALLS SHALL BE LOCATED, MARKED ASREQUIRED. ACCESSIBLE PARKING SHALL BE LOCATED AS CLOSEAS POSSIBLE TO THE SHORTEST ACCESSIBLE PATH OF TRAVELTO AN ACCESSIBLE ENTRANCE TO THE BUILDING.

SIDEWALKS TO ACCESSIBLE ENTRY DOORS SHALL BE AMINIMUM OF 5'-0" IN WIDTH AND FREE OF CURBS. SIDEWALKSURFACES SHALL HAVE A BROOM FINISH AS REQUIRED. RAMPSFOR ACCESSIBILTY SHALL BE PROVIDED WITH A SLOPE LESSTHAN 1 IN 12. RAMP SURFACES SHALL BE FINISHED WITHDETECTABLE WARNING PATTERNS AS REQUIRED. ACCESSIBLEENTRANCES SHALL BE PROVIDED WITH A LEVEL PLATFORM WITHA MINIMUM WIDTH OF 5'-0" AND MINIMUM LENGTH TOEXTEND PAST THE PULL SIDE OF THE DOOR 3'-0".

ADA.2

DOORS:

ALL DOORS (EXCEPT THOSE TO HAZARDOUS AREAS) SHALLHAVE A MINIMUM CLEAR OPENING OF 2'-8".

DOORS IN SERIES SHALL BE A MINIMUM OF 7'-0" APART ANDSHALL OPEN IN THE SAME DIRECTION.

FLOORS SHALL BE LEVEL AT DOORWAYS A MINIMUM OF 4'-0"ON THE PUSH SIDE OF DOORS AND 5'-0" ON THE PULL SIDE OFDOORS.

WALLS SHALL BE A MINIMUM OF 1'-6" FROM DOOR JAMBS ONTHE PULL SIDE OF DOORS AND 1'-0" ON THE PUSH SIDE OFDOORS.

ALL THRESHOLDS SHALL BE A MAXIMUM OF 0'-1/2" IN HEIGHT.

ALL HARDWARE SHALL BE PUSH/PULL OR LEVER ACTUATED TYPE(EXCEPT DOORS TO HAZARDOUS AREAS WHICH SHALL BEKNURLED OR HAVE AN ABRASIVE FINISH).

ADA.3

INTERIOR CIRCULATION:

ALL CORRIDORS SHALL BE A MINIMUM OF 4'-0" IN WIDTH ONREQUIRED ACCESSIBLE ROUTES.

HANDRAILS SHALL EXTEND 1'-0" PAST THE TOP TREAD AND 1'-0"PLUS THE WIDTH OF THE TREAD PAST THE BOTTOM TREAD OFALL STAIRWAYS.

RAMPS THAT RISE MORE THAN 6" SHALL HAVE HANDRAILS ONBOTH SIDES OF RAMP. RAMPS SHALL HAVE TACTILE FLOORDESIGNATIONS.

ELEVATORS SHALL HAVE VISUAL AND AUDIBLE SIGNALS WITHTACTILE FLOOR DESIGNATIONS.

ALL STAIRWAYS SHALL BE PROVIDED WITH A 10 SQUARE FOOTAREA OF REFUGE ON ALL ACCESSIBLE FLOORS. THE MAINDISCHARGE LEVEL IS NOT REQUIRED TO PROVIDE AN AREA OFREFUGE. EACH AREA OF REFUGE SHALL HAVE A MEANS OFCOMMUNICATION WITH RESCUE PERSONNEL.

ADA.4

TOILET ROOMS:

PROVIDE A MINIMUM OF ONE ACCESSIBLE TOILET IN ALLRESTROOMS AS REQUIRED.

ACCESSIBLE TOILET STALLS SHALL BE A MINIMUM OF 5'-0" INWIDTH AND 5'-0" IN DEPTH WITH AN ACCESSIBLE WATERCLOSET WITH LEVER CONTROL ON TRANSFER SIDE, REQUIREDGRAB BARS, AND A 2'-8" CLEAR OPENING OUT-SWINGINGDOOR.

PROVIDE A MINIMUM OF ONE ACCESSIBLE LEVER OPERATEDLAVATORY PER ACCESSIBLE RESTROOM. ACCESSIBLELAVATORIES SHALL HAVE 2'-6" CLEARANCE UNDER THE FIXTURE.WATER SUPPLY PIPES SHALL BE INSULATED AND PROTECTED.

WHEN URINAL(S) ARE PROVIDED, AT MINIMUM PROVIDE ONEACCESSIBLE URINAL IN ALL MEN'S RESTROOMS, UNLESSADDITIONAL FIXTURES ARE ALSO NOTED TO BE ACCESSIBLE.

PROVIDE A MINIMUM OF ONE ACCESSIBLE MIRROR IN ALLRESTROOMS AS REQUIRED. BOTTOM REFLECTIVE EDGE OFMIRROR SHALL BE A MAXIMUM OF 3'-2" ABOVE FINISHEDFLOOR.

ADA.5

ACCESSIBILITY (ADA) NOTES

DRINKING FOUNTAINS:

ALL DRINKING FOUNTAINS SHALL BE ACCESSIBLE.

ADA.6

ADA.7 SIGNAGE:

PROVIDE TACTILE SIGNS FOR ALL COORIDORS, RESTROOMS,AND EXIT DOORS AS REQUIRED.

WARNING SIGNALS:

PROVIDE VISUAL AND AUDIBLE WARNING SIGNALS ANDALARMS AS REQUIRED.

ADA.8

LAV

ACCESSIBILITY & DRAWING STANDARDS

3'-6" 12"

3'-0"

6"

3'-6"

MIN

.1'-6"

17"

MIN

.

19"

MA

X.

48"

MIN

.

48"

MIN

.

1 1/2" DIAMETER GRAB BARS

MOUNTED 1 1/2" OFF WALLMOUNTED 34" MAX. AFF

CLEAR FLOOR SPACE

56" MIN.

60"

MIN

.

30" MIN.

CLE

AR F

LOO

R S

PA

CE

48"

MIN

.

5'-0" DIAMETERTURNING SPACE

30" MIN.

CLE

AR F

LOO

R S

PA

CE

48"

MIN

.

3'-6" 12"

3'-0"

6"

1'-6"



59" MINIMUM (FLOOR MOUNTED)

60"

MIN

IMU

M

42" MINIMUM

18" MIN.

CLEAR FLOOR SPACE

60"

MIN

.

12" MIN.

CLEAR FLOOR SPACE

48"

MIN

.

36" MIN.

CLEAR FLOOR SPACE

42" MIN.

CLEAR FLOOR SPACE

24" MIN.

CLEAR FLOOR SPACE

48"

MIN

.

DOOR WITHOUT CLOSER

24" MIN.

CLEAR FLOOR SPACE

54"

MIN

.

DOOR WITH CLOSER

DOOR WITH CLOSERAND LATCH

CLEAR FLOOR SPACE

42"

MIN

.

54" MIN.

CLEAR FLOOR SPACE

48"

MIN

.

54" MIN.

CLEAR FLOOR SPACE

42"

MIN

.

24" MIN.

CLEAR FLOOR SPACE

48"

MIN

.

24" MIN.

CLE

AR F

LOO

R S

PA

CE

48"

MIN

.

24"

MA

X.

17"-

19"

WATER CLOSET CLEAR FLOOR SPACE

WHEELCHAIR TURNING SPACETOILET STALL CLEAR FLOOR SPACE

56" MINIMUM (WALL MOUNTED)

3'-6" 12"

3'-0"

6"

1'-6"



59" MINIMUM (FLOOR MOUNTED)

60"

MIN

IMU

M

32" MINIMUM

TOILET STALL CLEAR FLOOR SPACE

56" MINIMUM (WALL MOUNTED)

30" MIN.

LAVATORYCLEAR FLOOR SPACE

URINALCLEAR FLOOR SPACE

DRINKING FOUNTAINCLEAR FLOOR SPACE

DOORS IN SERIESCLEAR FLOOR SPACE

DOORS IN SERIESCLEAR FLOOR SPACE

FRONT DOOR APPROACHESCLEAR FLOOR SPACE

SIDE DOOR APPROACHESCLEAR FLOOR SPACE

SIDE DOOR APPROACHESCLEAR FLOOR SPACE

4"

MA

X

4" MAX

32"

MIN

IMU

M

6" TOE CLEARANCE6"

TOE

CLE

ARA

NC

E

6" TOE CLEARANCE

22" MIN.

22" MIN.

T-SHAPED WHEELCHAIR TURNING SPACE

60" MIN

60"

MIN

36"

MIN

24"

MIN

36" MIN

12" MIN 12" MIN

DOOR WITHOUT CLOSER

DOOR WITHOUT CLOSER

DOOR WITH CLOSER

DOOR WITH CLOSER& LATCH

54"

MIN

.60"

MIN

.

DOOR WITHOUT CLOSER

DOOR WITHOUT CLOSER

NEWDRYWALL PARTITION

NEWARCHITECTURAL DOOR

NEWMASONRY PARTITION

EXISTINGDRYWALL PARTITIONTO REMAIN

EXISTINGDOORTO REMAIN

EXISTINGMASONRY PARTITIONTO REMAIN

EXISTINGDRYWALL PARTITIONTO BE REMOVED

EXISTINGDOORTO BE REMOVED

EXISTINGMASONRY PARTITIONTO BE REMOVED

TYPICAL MOUNTING HEIGHTSWALL MOUNTED FIXTURES HEIGHT FROM FINISHED FLOOR

LIGHT SWITCHES 44" TO CENTER OF FIXTURE

ELECTRICAL RECEPTACLES 15" TO BOTTOM OF FIXTURE (UNLESS NOTED OTHERWISE)

4" ABOVE BACKSPLASH ABOVE COUNTER (UNO)

FIRE ALARM PULL 44" TO CENTER OF FIXTURE

FIRE ALARM BELL 84" TO CENTER OF FIXTURE

PAPER TOWEL DISPENSER 42" TO THE DISPENSER

ACCESSIBLE DRINKING FOUNTAIN 34" TO TOP OF FIXTURE

DRINKING FOUNTAIN 40" TO TOP OF FIXTURE

THERMOSTAT 44" TO CENTER OF FIXTURE

WALL-MOUNTED TELEPHONE 44" TO CENTER OF OUTLET

STROBE LIGHT 80" TO TOP OF FIXTURE OR 6" BELOW CEILING (LOWER)

GRAB BARS 34" TO THE TOP

HAND RAILS 34" TO THE TOP

TOILET PAPER DISPENSER 19" MIN. 30" MAX. AND IMMEDIATELY BELOW GRAB BARS

MIRROR 40" TO LOWEST REFLECTIVE SURFACE

IDENTIFICATION SIGNAGE 60" TO CENTER OF SIGN

SOAP DISPENSER 40" TO THE CONTROL

WATER CLOSET 16" TO TOP OF SEAT

ACCESSIBLE WATER CLOSET 17" TO TOP OF SEAT, MAX. 36" TO TOP OF FLUSH CONTROL

URINAL 24" TO OPENING LIP

ACCESSIBLE URINAL 17" TO OPENING LIP, MAX. 36" TO TOP OF FLUSH CONTROL

LAVATORY 34" TO TOP OF BOWL

ACCESSIBLE LAVATORY 32" TO TOP OF BOWL

LIGHTSWITCH

ELECTRICALOUTLET

ELECTRICALOUTLET

ABOVE COUNTER

FIRE EXTINGUISHERCABINET

FIRE EXTINGUISHER

ACCESSIBLEDRINKING FOUNTAIN

DRINKING FOUNTAIN

FIRE EXTINGUISHER CABINET 60" TO TOP OF CABINET

FIRE EXTINGUISHER 48" MAXIMUM TO HANDLE

IDENTIFICATIONSIGNAGE

ACCESSIBLELAVATORY

WALL MOUNTED

LAVATORYWALL MOUNTED

ACCESSIBLEURINAL

WALL MOUNTED

URINALWALL MOUNTED

ACCESSIBLEWATER CLOSETWALL MOUNTED

ACCESSIBLEWATER CLOSET

FLOOR MOUNTED

WATER CLOSETWALL MOUNTED

WATER CLOSETFLOOR MOUNTED

ACCESSIBLEMIRROR

WALL MOUNTED

GRAB BARS HANDRAILSTOILET PAPERDISPENSER

PAPER TOWELDISPENSER

WASTE RECEPTACLE

PLUMBING FIXTURES HEIGHT FROM FINISHED FLOOR

ACCESSIBILITY FIXTURES HEIGHT FROM FINISHED FLOOR

PAPER TOWEL DISPENSER/RECEPTACLE SEE ELEVATIONS

SITE PLAN

SD100

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

SD100

SITE PLANSCALE: 1" = 30'-0"

NORTH

NIFB RECYCLING

ADDITION

03

S200

09

A750

09

A750

NORTHERN ILLINOIS

FOOD BANK

A NEW COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

NOT FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS7.15.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

01

A001

DEMOLITION PLANSCALE: 1/8" = 1'-0"

NORTH

DEMOLITION PLANS

A001

EXISTING

09

A750

09

A750

REMOVE CONCRETE AND PREP

FOR NEW FILL AND BUILDING PAD

AND FOUNDATIONS

DEMO AT 0'-0" GROUND FLOOR

ELEVATION WITH EXISTING

OPENING AND ON CENTER FOR

12'-0" X 12'-0" OVERHEAD DOOR


FOR NEW SLOPE TO DOCK BASE

AT -4'-0"

DEMO 3'-4" X 7'-2" OPENING AT

25'-8" AFF FOR ROOF ACCESS

DOOR INSTALLATION

10'-10" 3'-4"

4'-0"4'-0"4'-0"

MIN 83'-0"

9'-6"


FOR NEW FILL LANSCAPING

REMOVE RAILING, REUSE

ON NEW RETAINING WALL.

RETAINING WALL TO

REMAIN

DEMO EXTERIOR LIGHT AND FILL

OPENING. MOVE EQUIPMENT TO

SOUTH DOCK WALL OF ADDITION

REMOVE EXISTING

FOUNDATION WALL AND

FOOTING

DEMO EXISTING POWER TO

EXISTING 3 COMPACTOR

LOCATIONS

4

4

FLOOR PLAN

A100

THE FLOOR ELEVATIONS ARE REFERENCED FROM THE FINISH FLOOR ELEVATIONS OFEACH SPACE.

ALL CABINETS, COUNTERS, FURNITURE AND EQUIPMENT REPRESENTED SHOULD BECOORDINATED WITH THE STRUCTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL,AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. REFERENCE AND COORDINATEFLOOR PLAN WITH LARGE SCALE FLOOR PLANS AND CEILING PLANS. FLOOR PLAN ISDIAGRAMMATIC AND NOT ALL CONDITIONS ARE REPRESENTED. ANY INCONSISTENCIESSHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE INTENDED TO BE TYPICAL AND SHALLAPPLY TO SIMILAR SITUATIONS ELSEWHERE. THE STRUCTURAL DIMENSIONS ARE TO BECOORDINATED WITH THE ARCHITECTURAL DRAWINGS. ANY INCONSISTENCIES SHOULD BEBROUGHT TO THE ATTENTION OF THE ARCHITECT.

GENERAL FLOOR PLAN NOTES:

FLOOR PLAN NOTESA100

A100 FLOOR PLAN NOTES:

EXISTING

04

A100

29'-0" 4'-0" 4'-0" 12'-0" 4'-0" 4'-0"

36'-0"

3'-10" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 4'-2" 3'-4"

23'-2"

10"

45'-0"

3.9

3.9

Q Q

RETAINING WALL WITH 1-1/2"

STEEL PIPE RAIL PAINTED

CART WASH AREA

1/4" PER 1'-0" SLOPE

TO DRAIN

NEW 12' x12' OVERHEAD

DOOR WITH DOOR GUARD ON

EITHER SIDE

OPEN GRATE

METAL STAIR

10" PRECAST

(TYPICAL)

12" WIDE DRAINAGE

TRENCH TO CONNECT TO

EXISTING STORM

167A

167B 167C 167D

167E

139A

139B

139C

WATER HEATER WITH

DRIP PAN

6" CONCRETE

FILLED BOLLARD

PAINTED

6" CONCRETE

FILLED BOLLARD

PAINTED

(6) EMBEDDED 7 GAUGE

PLATES BACKED WITH 3"

STRUCTURAL STEEL

CHANNEL 22' LONG FOR

COMPACTORS CONFIRM

LOCATION, SIZE, AND

LENGTH WITH COMPACTOR

VENDOR

NEW 6" CONCRETE

CURB, CONNECT TO

EXISTING, VIF

(5) ANTHONY

WATERER SPIREA

(3) AUSTRALIAN

PINE

8" CONCRETE

BLOCK WALL

03

S200

09

A750

09

A750

2" CURB ON WEST

EDGE OF WASH

DOWN AREA

6" CONCRETE

FILLED BOLLARD

PAINTED

FLOOR FINISH TO

MATCH EXISTING

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A100

FLOOR PLANSCALE: 1/4" = 1'-0"

NORTH

44

3

44

4

MEZZANINE FLOOR PLAN

A101

THE FLOOR ELEVATIONS ARE REFERENCED FROM THE FINISH FLOOR ELEVATIONS OFEACH SPACE.

ALL CABINETS, COUNTERS, FURNITURE AND EQUIPMENT REPRESENTED SHOULD BECOORDINATED WITH THE STRUCTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL,AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. REFERENCE AND COORDINATEFLOOR PLAN WITH LARGE SCALE FLOOR PLANS AND CEILING PLANS. FLOOR PLAN ISDIAGRAMMATIC AND NOT ALL CONDITIONS ARE REPRESENTED. ANY INCONSISTENCIESSHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE INTENDED TO BE TYPICAL AND SHALLAPPLY TO SIMILAR SITUATIONS ELSEWHERE. THE STRUCTURAL DIMENSIONS ARE TO BECOORDINATED WITH THE ARCHITECTURAL DRAWINGS. ANY INCONSISTENCIES SHOULD BEBROUGHT TO THE ATTENTION OF THE ARCHITECT.

GENERAL FLOOR PLAN NOTES:

FLOOR PLAN NOTESA100

A100 FLOOR PLAN NOTES:

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



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prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A101

MEZZANINE PLANSCALE: 1/4" = 1'-0"

NORTH

STAIR

240

STORAGE

241

244

4'-6"

15'-2" 3'-2"

2"

2'-6"

2"

4

6" ROOF DRAIN

6" OVERFLOWROOF DRAIN

6" ROOF DRAIN


CONTINUOUS METAL CAPFLASHING OVER PRECASTPARAPET

TAPERED INSULATION

18'-10" 18'-6" 21'-0" 21'-0"

6'-9"

ROOFING MATERIAL TO MATCH EXISTING

7'-10"24'-10"

EF-2EF-1

ROOF PLAN

A300

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A300

ROOF PLANSCALE: 1/4" = 1'-0"

NORTHNORTH

ALL EQUIPMENT REPRESENTED SHOULD BE COORDINATED WITH THE ELECTRICAL ANDMECHANICAL DRAWINGS AND SPECIFICATIONS. ALL ROOF EQUIPMENT AND PENETRATIONSSHOULD BE LOCATED OUT OF SIGHT AS MUCH AS POSSIBLE. THE ROOF PLAN ISDIAGRAMMATIC AND NOT ALL CONDITIONS ARE REPRESENTED. THE CONTRACTOR ISRESPONSIBLE TO COORDINATE ALL ROOF PENETRATIONS WITH THE MECHANICAL DRAWINGSAND PROVIDE ALL FLASHINGS AND BRACINGS AS REQUIRED. ANY INCONSISTENCIES SHOULDBE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE INTENDED TO BE TYPICAL AND SHALL APPLYTO SIMILAR SITUATIONS ELSEWHERE. THE STRUCTURAL DIMENSIONS ARE TO BE COORDINATEDWITH THE ARCHITECTURAL DRAWINGS. ANY INCONSISTENCIES SHOULD BE BROUGHT TO THEATTENTION OF THE ARCHITECT.

GENERAL ROOF NOTES:A300

A300 ROOF NOTES:

ROOF NOTES

BUILDING ELEVATIONS

A400

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A400

BUILDING ELEVATION: WESTSCALE: 1/8" = 1'-0"

EXISTING

FINISH FLOOR

0'-0"

T.O. PARAPET

27'-8"

DOCK

-4'-0"

72'-10"

12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"10"

B.O. 4' x 4' LOUVER 2'10" AFF.

167A

10" PRECAST WALL

PANELS

CONTINUOUS METAL

CAP FLASHING OVER

WOODEN BLOCKING

4'-4"4'-0" 4'-0" 4'-0"3'-4"

STAIN TO MATCH

EXISTING

EXISTING

12'-0" 12'-0" 12'-0" 9'-0"12'-0"12'-0"12'-0"

36'-0" 45'-0"

FINISH FLOOR

0'-0"

T.O. PARAPET

27'-8"

DOCK

-4'-0"

3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0"

1'-4"

3'-4"

1'-4"

244

167B

167C

167D

167E

RETAINING WALL

OPEN METAL

GRATE STAIRS

10" PRECAST WALL

PANELS

CONTINUOUS METAL

CAP FLASHING OVER

WOODEN BLOCKING

BASE OF PRECAST

-1'-0"

GLASS SIDELIGHT

TRANSOM PANEL

6'-0"

5'-8"2" 2"

2'-6"

STAIN TO MATCH

EXISTING PANELS

FINISH FLOOR

0'-0"

T.O. PARAPET

27'-8"

DOCK

-4'-0"

EXISTING

10"12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

72'-10"

RETAINING WALL

SEE CIVIL FOR

DETAILS

10" PRECAST WALL

PANELS. STAIN TO

MATCH EXISTING

CONTINUOUS METAL

CAP FLASHING OVER

WOODEN BLOCKING

02

A400

BUILDING ELEVATION: SOUTHSCALE: 1/8" = 1'-0"

03

A400

BUILDING ELEVATION: EASTSCALE: 1/8" = 1'-0"

3

3

3

BUILDING SECTIONS

A450

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A450

BUILDING SECTION : ASCALE: 1/8" = 1'-0"

TRENCH DRAIN

INSULATED METALSECTIONAL DOCKDOOR.VERTICAL LIFTDOOR GUIDES

EXISTING

TOP OF COPING

27'-8"

DECK BEARING AT OUTSIDE

24'-9"

GROUND FLOOR

0'-0"

DECK BEARING AT INSIDE

24'-2"

DOCK

-4'-0"

INSULATED ROOF DRAIN

PIPE. SEE PLUMBING

DRAWING FOR

LOCATIONS

COLUMN SEE STRUCTURAL

FOR DETAILS

OVERHEAD DOOR AND DOORGUARD 139B SEE DOORSCHEDULE AND WALLSECTIONS FOR DETAILS

6" ROOF DRAIN

SEE STRUCTURAL FOR

SIZING AND SPACING OF

JOISTS AND BEAM AND

COLUMNS

CART WASH BASINS

1/4" SLOPE TO DRAIN

EXISTING

TOP OF COPING

27'-8"


24'-9"

GROUND FLOOR

0'-0"

DECK BEARING AT INSIDE

24'-2"

DOCK

-4'-0"

RETAINING WALL WITH

1-1/2" STEEL PIPE RAIL


PIPE. SEE PLUMBING

DRAWING FOR

LOCATIONS

OPEN GRATE METAL

STAIRS

TRENCH DRAIN

SEE STRUCTURAL FOR

SIZING AND SPACING OF

JOISTS

CONCRETE

BLOCK WALL

WITH CAP BLOCK

02

A450

BUILDING SECTION : BSCALE: 1/8" = 1'-0"


PIPE. SEE PLUMBING

DRAWING FOR

LOCATIONS

FOUNDATION WALL

SEE STRUCTURAL

DRAWINGS

RUN ROOF MEMBRANE UP AND ADHEAR TO

PRECAST PANEL. TERMINATE UNDER CAP

FLASHING

CONTINUOUS METAL CAP

FLASHING OVER WOOD

BLOCKING EXISTING

TOP OF COPING

27'-8"


25'-8"

GROUND FLOOR

0'-0"

DECK BEARING

AT INSIDE

24'-2"

SEE STRUCTURAL FOR SIZING

AND SPACING OF JOISTS

167A

03

A450

BUILDING SECTION : CSCALE: 1/8" = 1'-0"

CONTINUOUS METAL

CAP FLASHING OVER

WOOD BLOCKING

EXISTING

RUN ROOF MEMBRANE UP AND AND ADHEAR

TO PRECAST PANEL. TERMINATE UNDER CAP

FLASHING

TOP OF COPING

27'-8"

GROUND FLOOR

0'-0"

DOCK

-4'-0"

23'-2"4'-0"4'-0"12'-0"4'-0"4'-0"4'-0"12'-0"12'-0"

10'-0" 3'-4"

76'-0"

1'-10"

REPLACE

EXISTING DOOR

WITH NEW SEE

DOOR SCHEDULE

ROOF DRAINS CONNECT

TO SLOPE 1/4" PER 1'-0"

OUT THROUGH BUILDING

TO EXISTING

TAPERED INSULATION SLOPE TO

ROOF DRAIN

139A

139B

139C

01

S200

DOOR GUARD

BOLTED TO

FLOOR SLAB

02

S200

02

A550

CONCRETE

BLOCK WITH CAP

BLOCK

2" CONCRETE

CURB AROUND

WASH DOWN

AREA

04

A450

BUILDING SECTION : DSCALE: 1/8" = 1'-0"

4 4

4

4

4

WALL SECTIONS

A500

01

A500

WA

LL S

ECTI

ON

SC

ALE

: 1/4"

= 1

'-0"

02

A500

WA

LL S

ECTI

ON

SC

ALE

: 1/4"

= 1

'-0"

03

A500

WA

LL S

ECTI

ON

SC

ALE

: 1/4"

= 1

'-0"

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

4

WALL SECTIONS

A501

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



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prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

04

A500

WA

LL S

ECTI

ON

SC

ALE

: 1/4"

= 1

'-0"

SECTION DETAILS

A550

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



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prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

03

A150

ROOF DETAIL

CONTINUOUS METAL COPING

OVER PRECAST PARAPET

SEAL ALL FASTENERS WITH

WATER CUT-OFF MASTIC, TYPICAL

FIRE TREATED WOOD BLOCKING

WRAP CONTINUOUS MEMBRANE UP

PARAPET AND UNDER FLASHING.

ADHEAR TO PARAPET WALL

DRIP EDGE ON COPING, TYPICAL

BOTH SIDES

PRECAST WALL. COPING

MANUFACTERER TO VERIFY

DEPTH OF PRECAST IN ALL AREAS

WITH ALL DRAWINGS AND

PRECAST MANUFACTERER

INSULATION INTEGRAL TO PRECAST

WALL. PROVIDE REQUIRED R-VALUE

FOR WALL ASSEMBLY

WRAP CONTINUOUS MEMBRANE

UP & ADHEAR TO PARAPET WALL

VERIFY ALL CONNECTIONS TO

PRECAST & STEEL SIZES WITH

STRUCTURAL DRAWINGS

FIRE TREATED WOOD BLOCKING AT EDGE OF INSULATION.

(MAY BE OMITTED PER ROOF MANUFACTURERS

RECOMENDATION)

R-VALUE 25 FOR ROOF WITH MIN.

2 LAYERS POLYISOCYANURATE

INSULATION, STAGGER JOINTS.

GALVANIZED STEEL METAL

DECKING. SEE STRUCTURAL FOR

BEARING ELEVATIONS.

STEEL BEARING ANGLE

STEEL CONNECTION PLATE

PRECAST WALL WITH INTEGRAL

INSULATION. PROVIDE REQUIRED

R-VALUE FOR WALL ASSEMBLY

SEE ROOF DETAILS FOR ROOF

MEMBRANE SPLICES

JOIST BRIDGING WHERE

APPLICABLE, SEE STRUCTURAL

CONTINUOUS VAPOR BARRIER OVER ENTIRE ROOF

01

A550

SECTION DETAILSCALE: 1-1/2" = 1'-0"

02

A550

SECTION DETAILSCALE: 1-1/2" = 1'-0"

IN-SEAM SEALANT

IN-SEAM SEALANT

APPLY IN-SEAM SEALANT CONTINUOUS

AT ALL SPLICE INTERSECTIONS

NOTES:

1. MEMBRANE SPLICE PROCEDURE IS FOR SPLICES

BETWEEN CURED EPDM SECTIONS.

2. APPLY SPLICING CEMENT OVER ENTIRE 3 INCH

(8 cm) MIN. SPLICE AREA PRIOR TO APPLICATION

OF IN-SEAM SEALANT.

3. IN-SEAM SEALANT SHALL BE CONTINUOUS ALONG

THE LENGTH OF THE SPLICE.

4

CONTINUOUS VINYL PERIMETER

SEAL AT HEAD AND JAMBS

OVERHEAD DOOR:

(SEE DOOR SCHEDULE)

VARIES

SEE WALL TYPES & PLAN

C 12 x 20.7 AT EXISTING OPENING

(STEEL CHANNEL) WITH 3/8"Ø x 4"

LONG HOOK ANCHORS AT 24" O.C.

BOLTED TO PRECAST PANEL BY

MANUFACTURER (PAINTED)

ROOM FINISH AND OPENING

SCHEDULES AND DETAILS

A750

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



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prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

1

A750

DOOR FRAME: H1SCALE: 3" = 1'-0"

5

A750

OVERHEAD DOOR FRAME: H3SCALE: 3" = 1'-0"

6

A750

OVERHEAD DOOR FRAME: J3SCALE: 3" = 1'-0"

3

A750

DOOR FRAME: H2SCALE: 3" = 1'-0"

2

A750

DOOR FRAME: J1SCALE: 3" = 1'-0"

4

750

DOOR FRAME: J2SCALE: 3" = 1'-0"

OPENING SCHEDULE NOTES

GENERAL OPENING SCHEDULE REMARKS:A700

ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE INTENDED TO BE TYPICAL AND SHALL

APPLY TO SIMILAR CONDITIONS ELSEWHERE. THE OPENINGS ARE TO BE COORDINATED

WITH THE ARCHITECTURAL DRAWINGS. ANY INCONSISTENCIES SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT.

ALL NEW HOLLOW METAL DOORS, DOOR FRAMES, AND WINDOW FRAMES SHALL BE

PRIMED AND FINISH PAINTED. COLOR(S) SHALL BE SELECTED BY THE ARCHITECT

UNLESS NOTED OTHERWISE.

ALL NEW EXTERIOR HOLLOW METAL DOORS, DOOR FRAMES, AND WINDOW FRAMES

SHALL BE GALVENIZED.

ALL NEW WOOD DOORS, DOOR FRAMES, AND WINDOW FRAMES SHALL BE FACTORY

FINISHED UNLESS NOTED OTHERWISE. COLOR(S) AND FINISH SHALL BE SELECTED BY

THE ARCHITECT.

ALL OPENINGS REPRESENTED SHALL BE COORDINATED WITH THE CONSTRUCTION

DOCUMENTS AND SPECIFICATIONS. ALL DIMESIONS SHOWN ARE NOMINAL AND MAY

NEED ADJUSTMENT BASED ON SYSTEM SHIM AND DEFLECTION REQUIREMENTS. FIELD

MEASURE ALL OPENINGS PRIOR TO FABRICATION AND INSTALLATION.

ALL HARDWARE AND KEYING SHALL BE COORDINATED WITH THE OWNER PRIOR TO

ORDERING AND INSTALLATION. REFERENCE AND COORDINATE DOORS, DOOR FRAMES,

AND WINDOW FRAMES WITH ALL FLOOR PLANS AND SCHEDULES. OPENING DRAWINGS

ARE DIAGRAMMATIC AND NOT ALL CONDITIONS ARE REPRESENTED. ANY

INCONSISTENCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

ALL GLAZING SHALL COMPLY WITH STATE AND FEDERAL SAFETY GLAZING ACTS. ALL

GLAZING SHALL BE COORDINATED WITH THE GLAZING SCHEDULE.

SEE DOOR TYPES ON SHEET A752.

SEE FRAME TYPES ON SHEET A752.

SEE FRAME SECTIONS ON SHEET A7??.

ALL DOOR CLOSERS TO BE PARALLEL ARM AND MOUNTED TO THE INTERIOR OF

SPACES.

CONTINUOUS VINYL PERIMETER

SEAL AT HEAD AND JAMBS

OVERHEAD DOOR:

(SEE DOOR SCHEDULE)

VARIES


PRECAST PANEL BOTTOM FINISH TO

MATCH EXTERIOR FACE

L 3"x3"x1/4" (STEEL ANGLE) WITH

3/8"Ø x 4" LONG HOOK ANCHORS AT

24" O.C. EMBEDDED IN PRECAST

PANEL BY MANUFACTURER

(PAINTED)

HOLLOW METAL FRAME

PRECAST WALL

6 3/4"

1 15/16"1 15/16"

DOOR:

(SEE DOOR SCHEDULE)

2 7/8"

VARIES


CONTINUOUS SEALANT EACH SIDE

DRIP EDGE AT OPENING

CHAMFER EDGE OF PRECAST AT

OPENING

PRECAST WALL PANEL

L 3"x3"x1/4" (STEEL ANGLE) WITH 3/8"Ø x 4"

LONG HOOK ANCHORS AT 24" O.C. EMBEDDED

IN PRECAST PANEL BY MANUFACTURER

(PAINTED)

OVERHEAD DOOR:

(SEE DOOR SCHEDULE)

PRECAST WALL PANEL END FINISH AND

PATTERN TO MATCH EXTERIOR FACE

DOOR GUIDES SIZED BY OVERHEAD DOOR

SUPPLIER

CONTINUOUS VINYL PERIMETER SEAL AT

HEAD AND JAMBS

HOLLOW METAL FRAME

GROUT JAMB (TYPICAL)

PRECAST WALL PANEL

COUNTERSUNK EXPANSION ANCHORS

MINIMUM THREE PER JAMB EQUALLY SPACED

2"

5/8"

DOOR:

(SEE DOOR SCHEDULE)

SPACER BRACKET AT EACH FASTENER

WOOD SHIM

1/4"


PRECAST WALL PANEL

2"

1/2"

DOOR:

(SEE DOOR SCHEDULE)

ALUMINUM FRAME

1/4"


2" ALUMINUM FRAME

PRECAST WALL

1/2"

2 5/16"

1 11/16"

DOOR:

(SEE OPENING SCHEDULE)

10 1/2"

VERIFY


DRIP EDGE AT OPENING

CHAMFER EDGE OF PRECAST AT

OPENING

7

A750

OVERHEAD DOOR FRAME: H4SCALE: 3" = 1'-0"

PRECAST WALL PANEL

C12 X 20.7 (STEEL CHANNEL) WITH 3/8"Ø x 4"

LONG HOOK ANCHORS AT 24" O.C. BOLTED TO

PRECAST PANEL BY MANUFACTURER

(PAINTED)

OVERHEAD DOOR:

(SEE DOOR SCHEDULE)

PRECAST WALL PANEL END FINISH AND

PATTERN TO MATCH EXTERIOR FACE

DOOR GUIDES SIZED BY OVERHEAD DOOR

SUPPLIER

CONTINUOUS VINYL PERIMETER SEAL AT

HEAD AND JAMBS

8

A750

OVERHEAD DOOR FRAME: J4SCALE: 3" = 1'-0"

3

10 1/2"

BACKER ROD AND SEALANT

4"x4"x1/2"

GALVANIZED

STEEL ANGLE

ANCHORED INTO

PRE-EXISTING

PRECAST

CONCRETE WITH

1/2" DIA. BOLTS @

4'-0" O.C. MAX

EXTERIOR

INTERIOR

EXISTING INTERIOR

9

A750

NEW TO EXISTING PRECAST DETAILSCALE: 3" = 1'-0"

4

ROOM FINISH AND OPENING

SCHEDULES AND DETAILS

A751

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

A751

FRAME TYPESSCALE: 1/2" = 1'-0"

4'-0"

DOOR FRAME

F-1

INTERIOR FRAME

F2

OPENOPEN

2" FRAME

TYP.

2" FRAME

TYP.

3'-4"

4'-0"

INTERIOR FRAME

F3

C CHANNEL

FRAME

INTERIOR FRAME

F4

C CHANNEL

FRAME

12'-0"

EXTERIOR FRAME

F5

L CHANNEL

FRAME

9'-0"

C12x20.7

OPEN

OPEN

C12x20.7

L 3"x3"x1/4"

3'-8"

HOLLOW METAL

D1

3'-0"

INSULATED MAN DOOR

D2

9'-0"

INSULATED SECTIONAL OVERHEAD

4'-0"

SECTIONAL OVERHEAD DOOR

12'-0"

SECTIONAL OVERHEAD DOOR

02

A751

DOOR TYPESSCALE: 1/2" = 1'-0"

3

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

STRUCTURAL NOTES

S100

ALL METAL DECK SHALL BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH

THE LATEST EDITION OF THE "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS

AND ROOF DECKS" BY THE STEEL DECK INSTITUTE (SDI).

ROOF DECKRD.0

RD.1

ALL ROOF DECKING SHALL BE 1 1/2" DEEP, 22 GAUGE, WIDE RIB DECK (MIN. 1

X

= 0.16 IN

4

/FT AND SP = 0.180 IN

3

/FT) SPANNING PERPENDICULAR TO SUPPORTS. CONNECT WITH

5/8" DIAMETER PUDDLE WELDS AND MECHANICALLY FASTENED SIDELAPS PER THE

"TYPICAL ROOF DECK ATTACHMENT DETAIL".

RD.2

ALL METAL DECK WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING

SOCIETY SPECIFICATION D1.3. PROVIDE WELDING WASHERS FOR ALL FLOOR DECK

WELDS.

RD.3

ALL ROOF DECKING SHALL BE PAINTED (GALVANIZED). ALL DECK WELDS SHALL BE

TOUCHED UP WITH PAINT (GALVANIZING REPAIR PAINT FOR GALVANIZED DECKS).

RD.5

SUBMIT DETAILED SHOP DRAWINGS PRIOR TO FABRICATION SHOWING LAYOUT, TYPES

OF METAL DECK UNITS, CONNECTION DETAILS, ACCESSORIES AND OTHER RELATED

ITEMS.

RD.6

ROOF DECK SIDELAPS SHALL BE ATTACHED AT ENDS OF CANTILEVERS AND AT A

MAXIMUM SPACING OF 12" ON CENTER FROM CANTILEVERED ROOF DECK ENDS. THE

ROOF DECK MUST BE COMPLETELY ATTACHED TO THE SUPPORTS AND AT THE

SIDELAPS BEFORE ANY LOAD IS APPLIED TO THE CANTILEVER.

RD.7

ROOF (NONCOMPOSITE) DECK NOTES

SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS AND OTHER PERMANENT SUSPENDED

LOADS SHALL NOT BE SUPPORTED BY THE METAL DECKING.

RD.4

ALL STRUCTURAL STEEL SHALL CONFORM TO THE 2009 EDITION OF THE LOAD AND

RESISTANCE FACTOR DESIGN (L.R.F.D.) "MANUAL OF STEEL CONSTRUCTION" OF THE

AISC.

STRUCTURAL STEELSS.0

SS.1

UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE

FOLLOWING ASTM SPECIFICATIONS:

SS.2

ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS (U.N.O.) AND DESIGNED BY

THE FABRICATOR FOR THE FACTORED SHEAR FORCES INDICATED ON THE PLAN IN

ACCORDANCE WITH THE AISC SPECIFICATIONS FOR LOAD AND RESISTANCE FACTOR

DESIGN. MINIMUM BOLT DIAMETER SHALL BE 3/4". UNLESS OTHERWISE NOTED ALL

BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG-TIGHT".

SS.3

ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODES.

UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS

PER AISC REQUIREMENTS. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD

STRENGTH OF 58 KSI.

SS.4

SS.5 WHERE "CONTINUOUS" MEMBERS ARE INDICATED, PROVIDE A CONTINUOUS BUTT

WELD OR FULL PENETRATION WELD AT THE SPLICE POINTS. THE STEEL FABRICATOR

MAY SUBMIT AN ALTERNATIVE BOLTED CONNECTION DETAIL FOR APPROVAL.

MOMENT CONNECTIONS ARE DENOTED THUS ( ) ON THE PLAN. SEE TYPICAL

DETAILS.

SS.6

WHERE STEEL BEAMS BEAR ACROSS BUILDING EXPANSION JOINTS OR AT WALL

CONTROL JOINTS, PROVIDE A "SLIP" CONNECTION

SS.7

HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE

PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE

SITE IS NOT PERMITTED.

SS.8

UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO

VIEW SHALL BE SHOP PAINTED WITH ONE COAT OF SSPC 15-68, TYPE I (RED OXIDE)

PAINT.

SS.9

THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE ALL TEMPORARY GUYING AND

BRACING (SEE 'GENERAL STRUCTURAL NOTES').

SS.10

SS.11 COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL

COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL

LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY

INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR

ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL

STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS

REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF IBC 2009.

SS.12

STRUCTURAL STEEL NOTES

MEMBER

STRUCTURAL TUBING

STEEL PIPE

OTHER ROLLED PLATES/SHAPES

CONNECTION BOLTS

ANCHOR BOLTS

THREADED RODS

NONSHRINK GROUT

ASTM

A500 (GRADE B)

A53 (TYPE E, GR. B)

A36

A325

A307

A36

C1107

MIN. STRENGTH

46 KSI

35 KSI

36 KSI

92 KSI

-

36 KSI

8000 PSI

UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO

THE WEATHER, INCLUDING ALL SHELF ANGLES AND LINTELS, SHALL BE HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A153.

SS.13

PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORTING, ERECTING AND FIELD

WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP

APPLIED COATING.

SS.14

THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE

SPECIAL INSPECTIONS OF BOLTING, WELDING AND OTHER ITEMS IN ACCORDANCE

WITH IBC 2009.

SS.15

SPECIAL OR COMPLEX CONNECTIONS THAT ARE TO BE DESIGNED BY THE

FABRICATOR ARE DENOTED AS SUCH ON THE PLAN.

THE FABRICATOR SHALL DESIGN THESE CONNECTIONS FOR THE FORCES SHOWN AND

SUBMIT CALCULATIONS AND SHOP DRAWINGS BEARING THE SIGNED AND DATED SEAL

OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS.

SS.16

PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS AND MECHANICAL ROOFTOP UNITS

PER TYPICAL DETAILS.SS.17

ALL STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE

WITH SJI STANDARD SPECIFICATIONS, 1994 EDITION.

STEEL JOISTSSJ.0

SJ.1

JOIST BRIDGING SHALL CONFORM TO SJI SPECIFICATIONS. PROVIDE DIAGONAL

BRIDGING AT ALL BEAMS AND END BAYS. FIELD WELD BRIDGING AT ENDS AND

INTERSECTIONS. ALL JOISTS FORTY (40) FEET AND LONGER REQUIRE A ROW OF

BOLTED CROSS BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOISTING LINES.

SJ.2

ALL JOISTS SHALL BE PROPERLY ANCHORED AT BEARINGS. SEE TYPICAL DETAILS.SJ.3

ALL ROOF JOISTS SHALL BE DESIGNED FOR A NET WIND UPLIFT AS SCHEDULED.

PROVIDE AN ADDITIONAL ROW OF CONTINUOUS HORIZONTAL BOTTOM CHORD

BRIDGING AT THE FIRST PANEL POINT LOCATION AT EACH END OF ALL ROOF JOISTS

(TO RESIST WIND UPLIFT). UPLIFT BRIDGING SHALL TERMINATE WITH DIAGONAL

BRIDGING AT ALL END BAYS. JOIST FABRICATOR MAY TAKE A 1/3 ALLOWABLE STRESS

INCREASE FOR WIND LOADING DESIGN PER SJI SPECIFICATIONS.

SJ.5

ALL JOISTS SHALL BE SHOPPED PAINTED IN ACCORDANCE WITH SJI REQUIREMENTS.SJ.6

THE JOIST MANUFACTURER SHALL BE A SJI CERTIFIED SHOP AND MAINTAIN

APPROVED FABRICATION PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL

INSPECTION REQUIREMENTS OF BOCA 1996.

SJ.8

AT STANDING SEAM ROOFS THE JOIST MANUFACTURER SHALL PROVIDE ADDITIONAL

BRIDGING TO ADEQUATELY BRACE THE TOP CHORDS AGAINST LATERAL MOVEMENT

UNDER FULL LOADING CONDITION.

SJ.9

JOISTS ON COLUMN CENTERLINES SHALL HAVE EXTENDED BOTTOM CHORD

CONNECTIONS PER TYPICAL DETAILS. DO NOT CONNECT BOTTOM CHORD EXTENSION

UNTIL ALL GRAVITY DEAD LOADS ARE IN PLACE. THESE JOISTS ARE INDICATED AS

"SP" ON THE PLAN AND SHALL BE DESIGNED BY THE JOIST MANUFACTURER FOR LIVE

LOAD END MOMENTS (0.1 WL ²) BASED ON THE INDICATED LIVE LOADS.

SJ.10

STEEL JOIST NOTES

JOIST BRIDGING AND CONNECTIONS SHALL BE COMPLETELY INSTALLED PRIOR TO

PLACING ANY CONSTRUCTION LOADS ON THE JOISTS. CONSTRUCTION LOADING

SHALL NOT EXCEED THE JOIST DESIGN LOAD.

SJ.4

THE JOIST MANUFACTURER SHALL SUBMIT CALCULATIONS FOR ALL SPECIAL JOISTS

TO THE ARCHITECT FOR RECORD PURPOSES PRIOR TO FABRICATION. THESE

CALCULATIONS SHALL BEAR THE SIGNED AND DATED SEAL OF A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF ILLINOIS.

SJ.7

SJ.11

SJ.12

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALLOTHER DISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THEREQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,HOLES AND OTHER ITEMS TO BE PLACED OR SET IN STRUCTURAL WORK.

NOTENO.

G.1

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS

AND REGULATIONS DURING THE WORK. THE ARCHITECT/ENGINEER WILL NOT ADVISE ONNOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.

G.2

THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVEBEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OFERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OFTHE CONTRACTOR.

G.3

THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES ANDSEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR.

G.4

G.5 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERECONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE

USED, SUBJECT APPROVAL BY THE ARCHITECT/ENGINEER.

ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELDERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY,HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONSAND REQUIREMENTS.

G.6

LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVELOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIANOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING ISPROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

G.7

ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS,UNLESS OTHERWISE NOTED.

G.8

SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FORREVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL

CONTRACTOR BEFORE SUBMITTAL. THE ARCHITECT/ENGINEERIN'S REVIEW IS TO BE FORCONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT

CONTRACT DOCUMENTS. THE ARCHITECT'S/ENGINEER'S REVIEW IS TO BE FOR CONFORMANCEWITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT

DOCUMENTS. THE ARCHITECT'S/ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OFTHE SOLE RESPONSIBILITY TO REVIEW. CHECK AND COORDINATE THE SHOP DRAWINGS PRIORTO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS ANDOMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TOMEMBER SIZES, DETAILS, DIMENSIONS, ETC.

G.9

SUBMIT SHOP DRAWINGS IN THE FORM OF TWO BLUELINE PRINTS AND ONE SEPIA. IN NOCASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS.AS A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW: A. CONCRETE MIX DESIGN(S). B. REINFORCING STEEL SHOP DRAWINGS. C. STRUCTURAL STEEL SHOP DRAWINGS.

D. STEEL JOIST/GIRDER SHOP DRAWINGS. E. METAL DECKING SHOP DRAWINGS.

F. PRE-MANUFACTURED WOOD SYSTEM/TRUSS SHOP DRAWINGS (SEE NOTES). G. PRE-ENGINEERED METAL BUILDING SYSTEM (SEE NOTES).OTHER SUBMITTALS MY BE REQUIRED PER THE "SCHEDULE OF SPECIAL INSPECTIONS" ORSEPARATE NOTES CONTAINED HEREIN.

G.10

G.11

UNLESS OTHERWISE INDICTED, ALL ITEMS NOTED TO BE DEMOLISHED SHALL BECOME THECONTRACTOR'S PROPERTY AND TO BE REMOVED FROM THE SITE.

G.12

CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.

G.13

GENERAL STRUCTURAL NOTES

IN ACCORDANCE WITH SECTION 1704 OF IBC 2009, SPECIAL INSPECTIONS WILL BE

REQUIRED FOR THIS PROJECT. SPECIAL INSPECTIONS SHALL BE PERFORMED IN

ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS" OR AS LISTED IN ANY

PORTION OF CHAPTER 17 OF IBC 2009. ALL FABRICATORS SHALL SATISFY THE

"EXCEPTION" NOTED IN SECTION 1702 AND 1703, WHICH REQUIRES THE FABRICATOR TO

MAINTAIN AN AGREEMENT WITH AN APPROVED INDEPENDENT INSPECTION OR QUALITY

CONTROL AGENCY. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT

LEAST 48 HOURS IN ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING.

ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILLCAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF 1,500 PSF. ALL FOUNDATION

EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCYPRIOR TO POURING FOUNDATION CONCRETE.

NOTENO.

F.1

TOP OF FOOTING ELEVATION SHALL BE AS SHOWN ON FOUNDATION PLAN. THESEELEVATIONS ARE A MAXIMUM AND SHALL BE LOWERED AS REQUIRED TO OBTAIN THE REQUIREDDESIGN BEARING PRESSURE.

F.2

ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI.ALL CONCRETE TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 5%

(±1%) WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260.

F.3

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATIONFOR STRUCTURAL CONCRETE BUILDINGS". HOT WEATHER CONCRETING SHALL BE INACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITHACI 306.

F.4

F.5 ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60.

UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDEDFOR REINFORCEMENT:

A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" B) CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS = 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER = 1 1/2"

F.6

ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BELAPPED 36xBAR DIAMETERS AT SPLICES UNLESS NOTED OTHERWISE.

F.7

NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESSWALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY BRACING ORBY PERMANENT CONSTRUCTION.

F.8

PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANYEXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID UTILITIES.

F.9

UNLESS OTHERWISE NOTED, THE CENTERLINES OF COLUMN FOUNDATIONS [PILE CAPS] SHALLBE LOCATED ON COLUMN CENTERLINES.

F.10

F.11 ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE-DRAINING GRANULAR BACKFILL,FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELYEQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDEEXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE INDICATED.

FOUNDATION NOTES

WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUMOF 4" OF EXISTING SOIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS ANDOTHERWISE UNSUITABLE MATERIAL.

NOTENO.

SP.1

THE SURFACE OF THE EXPOSED SUB GRADE SHALL BE INSPECTED BY PROBING OR TESTING TOCHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS

DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.

SP.2

PROOF ROLL THE SURFACE OF THE EXPOSED SUB GRADE WITH A LOADED TANDEM AXLEDUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS

DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.

SP.3

FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8 INCH LOOSELIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY INACCORDANCE WITH ASTM D-698.

SP.4

SP.5 ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALLORGANICS OR OTHERWISE DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHTPASSING A NO. 200 SIEVE (CLASSIFIED AS SC, SM, SP OR BETTER IN ACCORDANCE WITH THEUNIFIED SOIL CLASSIFICATION SYSTEM) AND WITH A PLASTICITY INDEX NOT EXCEEDING 6%.

PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. OF BUILDING AREA FOR EACH LIFT OFCONTROLLED FILL.

SP.6

SITE PREPARATION NOTES

REINFORCING STEEL NOTES

BAR BENDING AND PLACEMENT DETAILS SHALL BE IN ACCORDANCE WITH THE 'MANUAL

OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACTI

318-89, UNLESS OTHERWISE SHOWN OR NOTED.

R.1

NOTENO

ALL REINFORCING STEEL SHALL BE "DEFORMED NEW BILLET STEEL BARS", ASTM A615,

GRADE 60.

R.2

PROVIDE CONCRETE SLABS OVER A 6 MIL POLYETHYLENE VAPOR BARRIER AND 6" OF POROUSFILL AS FOLLOWS:

WAREHOUSE AREA - 6" SLAB REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC AND WITH 4,000 PSI MIX CONCRETE.

ALL OTHER AREAS - 4" SLAB REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND WITH 3,000 PSI MIX CONCRETE.

MAXIMUM SLUMP FOR ALL CONCRETE SLABS SHALL BE 5 INCHES, USING TYPE 11 CEMENT.

NOTENO.

CS.1

ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185. LAP ADJOININGPIECES AT LEAST ONE FULL MESH.

CS.2

ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100% PASSING A

1-1/2" SIEVE AND NO MORE THAN 5% PASSING A NO. 4 SIEVE. POROUS FILL SHALL BECOMPACTED TO 95% MAX. DRY DENSITY PER ASTM D-698.

CS.3

SLAB JOINTS SHALL BE FILLED WITH APPROVED MATERIAL. THIS SHOULD TAKE PLACE AS LATEAS POSSIBLE, PERFERABLY 4 TO 6 WEEKS AFTER THE SLAB HAS BEEN CAST. PRIOR TO FILLING,REMOVE ALL DEBRIS FROM THE SLAB JOINTS, THEN FILL IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS AS FOLLOWS:

6" SLABS - FILL WITH EPOXY RESIN

OTHER SLABS - FILL WITH FIELD MOLDED OR ELASTOMERIC SEALANT

CS.4

CS.5 UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC SHALL BE BLOCKED INTO POSITIONINDICATED WITH PRECAST CONCRETE BLOCKS HAVING A COMPRESSIVE STRENGTH EQUAL TOTHAT OF THE SLAB.

WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURALDRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS,DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. PROVIDE 4" WALKSREINFORCED WITH 6x6-W1.4xW1.4 WWF UNLESS OTHERWISE NOTED.

CS.6

SLABS TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 5% (±1%)WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260.

CS.7

ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATIONFOR STRUCTURAL CONCRETE BUILDINGS".HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305.COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.

CS.8

IN ORDER TO AVOID CONCRETE SHRINKAGE CRACKING, PLACE CONCRETE SLABS IN ANALTERNATING LANE (OR CHECKERBOARD) PATTERN. THE MAXIMUM LENGTH OF SLAB CAST INANY ONE CONTINUOUS POUR IS RECOMMENDED TO BE LESS THAN 100 FEET. THE MAXIMUMSPACING OF JOINTS SHALL BE 25 FEET.

CS.9

THE ALTERNATE WIRES OF THE WELDED WIRE FABRIC MUST BE PRECUT AT THE SLABCONTRACTION JOINT LOCATIONS TO CREATE A "WEAKENED PLANE". WITHOUT CUTTING THEALTERNATE WIRES, THE STRENGTH OF THE WIRE WILL PREVENT THE SLAB FROM CRACKING(SEPARATING) AT THE JOINT AND THE SLAB MAY BEGIN TO CRACK ELSEWHERE.

CS.10

CS.11 THE USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED WIRE FABRIC) IS PROHIBITEDWITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER.

SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS ANDDRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN.

CS.12

CONCRETE SLAB ON GRADE NOTES

THE FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 301, TYPE A.CS.13

CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.

CS.14

01

S100

FOUNDATION PLANSCALE: 1/8" = 1'-0"

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

NORTH

FOUNDATION & ROOF

FRAMING PLAN & DETAILS

S101

ELECTRICAL

141

3.9

3.9

Q Q

167A

167B 167C 167D

167E

139A

139B

139C

09

A750

09

A750

3'-10" 30'-6" 3'-10"

44'-2"36'-0"

38'-2" 42'-0"

3'-10" 75'-6" 3'-10"

T.O. EXISTINGFOOTING -6'-10"

T.O. EXISTING FOUNDATIONWALL 0'-0"

T.O. PIER -0'-8"T.O. 16"D FOOTING -'-"

1'-6"34'-0" 43'-10"

10"10"

CUT DOWN T.O. DOORBOX OUT -0'-8"

35'-7"

T.O. "D FOOTING -'-"


INFILL UP TO FINISHFLOOR WITHAPPROVED FILL

MIN 7 1/2" CONCRETE SLAB ONGRADE WITH 6x6-W2.9xW2.9WWR OVER MIN 6" 100%COMPACTED GRANULAR FILL WITHVAPOR BARRIERT.O. SLAB 0'-0"

T.O. FOOTING -6'-10"

T.O. RETAINING WALL -0'-6"

10"

T.O. WALL -1'-0"

T.O. WALL 0'-0"

T.O. WALL -1'-0"

T.O. WALL -1'-0"


3'-10"

03

S200

01

S200

37'-6"12'-6"27'-6"

8'-0" 38'-8"30'-9"

T.O. PIER -0'-8"T.O. 16"D FOOTING -'-"

EMBED 12"X12"X1/2" PLATE

AT EACH 6"Ø STEEL GUARDPOST, TYPICAL OF 4

04

S200

04

S200

SIM

13

S200

SIM

13

S200

ELECTRICAL

141

3.9

3.9

Q Q

167A

167B 167C 167D

167E

139A

139B

139C

09

A750

09

A750

DECK BEARING

24'-11"

DECK BEARING

24'-2"

DECK BEARING

25'-8"

CONT. L5x3 1/2x3/8 AT EXISTING

BUILDING FOR DECK EDGE BEARING

CONT. L5x3 1/2x3/8 AT PRECAST FOR

DECK EDGE BEARING

CONT L4x4x1/2 AT PRECAST FOR

DECK EDGE BEARING

36'-0"

02

S100

ROOF FRAMING PLANSCALE: 1/8" = 1'-0"

NORTH

4

4

4

4

1'-0"10"4'-6"

T.O. FINISH FLOOR0'-0"


T.O. FOUNDATION WALL-1'-0"

6'-4"


INSULATED PRECASTPANELS

#3 BARS 12" OC

1/2" EXPANSIONMATERIAL

CONCRETE DRIVE, SEECIVIL FOR DETAILS

(3) #3 BARS @ 8" OC

CONCRETE FOOTING

L8x6x1/4 EMBEDDEDINTO PRECAST PANEL,BY PRECASTER

L5x5x1/4 EMBEDDEDINTO FOUNDATIONWALL

WELD

COMPACTEDGRANULAR FILL

CONCRETE FLOORSLAB



EXISTING RETAININGWALL

EXISTING CONCRETEFOOTING



WELD


CONCRETE FLOORSLAB





(2) # BARS TOP &BOTTOM OF WALL



() # BARS

CONCRETE FOOTING



WELD


CONCRETE FLOORSLAB


3'-10"

2'-6"

1'-11"10"1'-1" 1'-1" 10" 1'-11" 10" 10" 10"






INSULATED PRECASTPANEL, BEYOND


EXTEND CONCRETEFLOOR SLAB OVERTOP OF FOUNDATIONWALL AT DOOROPENINGS

OVERHEAD DOOR ORMAN DOOR, SEE PLAN

1'-2"

2"

10"

2"

HHS8x8x3/8 COLUMN

14"x14"x3/4" STEEL PLATE

(4) 3/4"x16"x3"HS ANCHORBOLTS

6"Ø STEEL COLUMN

12"x12"x1/2" STEEL PLATEEMBEDDED IN FLOOR SLAB

(4) 3/4"x9"x2"HS ANCHORBOLTS

2"

8"

2"

1'-0"

6'-0"

1'-6"

8'-0"

6'-0"

16"T FOOTING WITH

(6) #7 BARS 12-1/2" O.C. x

(8) #7 BARS 12-1/2" O.C.

16"T FOOTING WITH

(6) #7 BARS 12-1/2" O.C. x

(11) #7 BARS 14" O.C.

3.9

3.9

3.9

Q

R

Q

3.9


T.O. COLUMN PIER-0'-8"

STEEL COLUMN

PIER WITHREINFORCING

ANCHOR BOLTS

3/4" STEEL PLATE ON

3/4" GROUT BED

1/4" TYP

6'-0"

R


T.O. COLUMN PIER-0'-8"

STEEL COLUMN

PIER WITHREINFORCING

ANCHOR BOLTS

3/4" STEEL PLATE ON

3/4" GROUT BED

1/4" TYP

(4) #3 BARS @ 12" OC8"

1'-8"

(4) #3 BARS @ 12" OC

#3 BARS 4'-10"@12"OC

#3 BARS 7'-7" LONG

@10" OC

#3 BARS 6'-10"@12" OC

#3 BARS 12" OC

(3) #3 BARS @ 8" OC

CONCRETE FOOTING

3'-10"

(4) #3 BARS @ 12" OC

(4) #3 BARS @ 12" OC

#3 BARS 4'-4"@12"OC

1-1/2" STEEL PIPE RAILPAINTED



#3 BARS 12" OC

(3) #3 BARS @ 8" OC

CONCRETE FOOTING



WELD


CONCRETE FLOORSLAB


3'-10"

1'-11"10"1'-1"

(4) #3 BARS @ 12" OC

(4) #3 BARS @ 12" OC

#3 BARS 5'-10"@12"OC

#3 BARS 8'-8"@10" OC

#3 BARS 6'-10"@12"OC

#3 BARS 7'-2" LONG

@10" OC

#3 BARS 12" OC


CONCRETE DRIVE

(3) #3 BARS @ 8" OC

CONCRETE FOOTING


3'-10"

1'-11"10"1'-1"

(4) #3 BARS @ 12" OC8"

1'-8"

(4) #3 BARS @ 12" OC

#3 BARS 4'-10"@12"OC

#3 BARS 7'-7" LONG

@10" OC

#3 BARS 6'-10"@12" OC

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

FOUNDATION DETAILS

S200

01

S200

FNDN SECTION @ EXISTING RETAINING WALLSCALE: 3/4" = 1'-0"

02

S200

FNDN SECTION @ DOCKSCALE: 3/4" = 1'-0"

11

S200

STEEL POST BRG PLATE DTLSCALE: 3/4" = 1'-0"

03

S200

RETAINING WALL SECTIONSCALE: 3/4" = 1'-0"

04

S200

FNDN SECTION @ EXIST DOCKSCALE: 3/4" = 1'-0"

05

S200

FNDN SECTION THRU NEW DOORSCALE: 3/4" = 1'-0"

07

S200

COLUMN BASE PLATE DETAILSCALE: 3/4" = 1'-0"

06

S200

COLUMN PIER DETAILSCALE: 3/4" = 1'-0"

12

S200

COLUMN 3.9R PIER SECTIONSCALE: 3/4" = 1'-0"

10

S200

COLUMN 3.9Q PIER SECTIONSCALE: 3/4" = 1'-0"

09

S200

COLUMN 3.9Q FOOTING DETAILSCALE: 3/4" = 1'-0"

08

S200

COLUMN 3.9R FOOTING DETAILSCALE: 3/4" = 1'-0"

13

S200

FNDN SECTION THRU NEW DOORSCALE: 3/4" = 1'-0"

NOT APPLICABLE

4

PLUMBING PLANS

P100

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

01

P100

PLUMBING PLANSCALE: 1/4" = 1'-0"

NORTH

167A

167B 167C 167D

167E

139A

139B

139C

03

S200

09

A750

09

A750

CONNECT TO EXISTING4" SANITARY LINE. FIELDVERIFY CONNECTIONLOCATION IN FIRE PUMPROOM

CART WASH BASINS

SLOPED 1/4" TO 6"FLOOR DRAIN

CONNECT TO WATER SUPPLY.FIELD VERIFY CONNECTIONLOCATION & SYSTEM CAPACITY

FD

FD

FD

DROP AND CONNECT TOEXISTING UG STORM LINE. FIELDVERIFY CONNECTION LOCATION6" ROOF DRAIN


6" ROOF DRAIN

12" WIDE TRENCH DRAIN, CONNECT

TO EXISTING STORM WATER LINE,

VIF CONNECTION LOCATION


WH

ET

1/2" CW

1/2" HW

1/2" CW

1/2" HW

3/4" CW

CO

CO

SURFACE MOUNT WATERSUPPLY LINES

8" INSULATED STORM DRAIN8" INSULATED STORM DRAIN

CONNECT 180,000 BTU NATURAL GASSUPPLY TO EXISTING PIPE. FIELD VERIFYCONNECTION POINT, PIPE SIZE, ANDVOLUME AND PRESSURE AVAILABILITYFOR ALL NEW EQUIPMENT

UH-1

UH-1

UH-1

1/2" 60,000 BTU

1/2" 60,000 BTU

1/2" 60,000 BTU

DROP TO GRADE

CONNECT TO EXISTING ESFRFIRE SYSTEM, FIELD VERIFYCONNECTION LOCATION &SYSTEM CAPACITY

4

3

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

EQUIPMENT LAYOUT

ME100

01

ME100

ELECTRICAL, HVAC PLANSCALE: 1/8" = 1'-0"

NORTH

ELECTRICAL

141

EXISTING

3.9

Q Q

03

S200

09

A750

09

A750

F1 F1

NL

F1 F1

NL

F1

F1

F1F1F1F1

F1 F1

F1F1

WIRE LIGHTING BACK TO

NEAREST AVAILABLE

CIRCUIT IN PANEL LP1

PROVIDE OCCUPANCY/VACANCY

SENSORS FOR LIGHTING

CONTROLS AS REQUIRED BY

2012 IECC

EQ 16'-0" EQ

16'-0" 16'-0" 16'-0" 6'-2"

WIRE CEILING FAN BACK

TO NEAREST AVAILABLE


STUB 3/4" CONDUIT THRU

WALL 4" AFF FROM

DISCONNECT TO

EXTERIOR, TYPICAL (3)

WIRE EXIT AND NIGHT LIGHTING

BACK TO NEAREST AVAILABLE


WIRE EXTERIOR BUILDING

LIGHTING BACK TO

NEAREST AVAILABLE


F2

F3

F3

F4

WIRE DISCONNECT FOR

EXTERIOR EQUIPMENT

BACK TO NEAREST

AVAILABLE CIRCUIT IN

PANEL RP14

WIRE OVERHEAD DOOR

CONTROLS BACK TO

NEAREST AVAILABLE

CIRCUIT IN PANEL RP14

LICENSED SPRINKLER

CONTRACTOR TO CONNECT TO

EXISTING FIRE PROTECTION

SYSTEM FOR NEW LINE TO

SERVICE ADDITION. CONNECT

HEADS TO PROVIDE ADEQUATE

COVERAGE.

B.O. LIGHTING AT

20'-0" AFF MIN.

F2

UH-1

UH-1

UH-1

B.O. 4' x 4' LOUVER 2'-10" AFF.

INTERLOCK LOUVER

OPERATION WITH EXHAUST

FAN EF-2

EF-2

EF-1

SUSPENDED FLUORESCENT LIGHTING TO MATCH EXISTING WAREHOUSE LIGHTING, EQUAL TO:

LITHONIA #IBZ 623L GEB10PSH. 48"L, (6) 32W LAMPS PER FIXTURE. RAPID START BALLAST WITHHIGH BALLAST FACTOR. MATCH LAMP COLOR TO EXISTING. CONNECT FIXTURES NOTED 'NL' TONEAREST NIGHT LIGHTING CIRCUIT.

EQUIPMENT SCHEDULEF1

EXIT SIGNAGE TO MATCH EXISTING, EQUAL TO: LITHONIA #LV S W 1R 120/277 EL N UM 4X.WALL MOUNTED ABOVE DOORS, SEE PLAN FOR LOCATIONS.

F2

LOUVER EQUAL TO: VENT PRODUCTS CO. #2750-42. EXTRUDED ALUMINUM 4"D 45° DRAINABLEBLADE WITH INSECT SCREEN. MATCH BAKED ENAMEL FINISH TO EXISTING COLOR (DOVE GRAY,VIF). PROVIDE APPROPRIATE ACTUATOR TO OPERATE VENT WITH EXHAUST FAN EF-2OPERATION.

LOUVER

EXTERIOR WALL PACK TO MATCH EXISTING, EQUAL TO: LITHONIA #WST 70S WT TB LPI. 70WHIGH PRESSURE SODIUM SURFACE MOUNTED UNIT. CENTER ON EXTERIOR DOORS.

F3

CEILING FAN TO MATCH EXISTING, EQUAL TO: KELLEY FUSHION HVLS FAN. 1 HP MOTOR, 8' ØFAN BLADES, 3P, 208V, 0.605KW USAGE. COORDINATE MOUNTING WITH STRUCTURALFRAMING.

F4

EXHAUST FAN EQUAL TO: PENN BARRY FUMEX #FX11R. DIRECT DRIVE ROOF MOUNTED EXHAUST

FAN. 1/6 HP MOTOR. 0.5" W.G., 434 CFM, 1550RPM, 199 MAX WATT. MOUNT ON ROOF

CURB. 11 1/2" OPENING, VIF. PROVIDE APPROPRIATE DISCONNECT. WIRE TO WALL SWITCHCONTROL. COORDINATE LOCATION WITH SITE CONDITIONS.

EF-1

EXHAUST FAN EQUAL TO: PENN BARRY FUMEX #FX24B. BELT DRIVE ROOF MOUNTED EXHAUSTFAN. INTERLOCK LOUVER WITH FAN OPERATION. 2 HP MOTOR. 0.5" W.G., 6800 CFM, 850RPM

1.62 BPH/WATT. MOUNT ON 12"H ROOF CURB. 25" OPENING, VIF. PROVIDE APPROPRIATEDISCONNECT. WIRE TO WALL SWITCH CONTROL. COORDINATE LOCATION WITH SITECONDITIONS.

EF-2

WATER HEATER EQUAL TO: AO SMITH DURAPOWER #DEL-50. ELECTRIC 50 GALLON STORAGE

TANK. 208V/3P/6KW WATER HEATER. 22"Ø UNIT, SET ON DRIP PAN, DRAIN TO FLOOR DRAIN.PROVIDE EXPANSION TANK AND APPROPRIATE PRESSURE RELIEF VALVES.

WH

GAS FIRED UNIT HEATER EQUAL TO: REZNOR #UDAS60. 60,000 BTU INPUT, 49,800 BTU OUTPUT.

83% EFFICIENCY. 769 CFM OUTPUT. 1/2" NAT GAS NPT EXTENDED FROM EXISTING PIPE

LOCATION (VIF). PROVIDE 4"Ø COMBUSTION AIR AND 4"Ø VENT FROM UNIT. COORDINATEROOF PENETRATION ON SITE. PROVIDE HANGERS TO SUSPEND UNIT FROM STRUCTURE. FIELDCOORDINATE MOUNTING HEIGHT, MIN 14'-0" AFF.

UH

08.20.2014

01

1"=20'-0" COPYRIGHT 2014

SU-01CONSTRUCTION DOCUMENTS:

NORTH

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY NUTRITIONAND FOOD DISTRIBUTION

CENTER FOR

273 DEARBORN CT.GENEVA, ILLINOIS

1627.00


Telephone : 815.397.0777








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JEFFREYFLEMMING

SHEET CONTENTS

TURNING RADII ON SITE

ELECTRICAL

141

2

23'-6"

DOUBLE LEAF

SWING GATE

NIGHT BARRIER

51'-6" 51'-6"

TRUCK DOCK

ENTRANCE

HOLD BACK POST

SOUTHWEST CORNER

OF BUILDING

19'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0"

ELECTRICAL

141

2

23'-6"

DOUBLE LEAF

SWING GATE

NIGHT BARRIER

51'-6" 51'-6"

TRUCK DOCK

ENTRANCE

HOLD BACK POST

SOUTHWEST CORNER

OF BUILDING

29'-0" 4'-0" 4'-0" 12'-0" 4'-0" 4'-0"

36'-0"

3'-10" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 4'-2" 3'-4"

23'-2"

10"

45'-0"

RETAINING WALL WITH 1-1/2"

STEEL PIPE RAIL PAINTED

CART WASH AREA

1/4" PER 1'-0" SLOPE

TO DRAIN

NEW 12' x12' OVERHEAD

DOOR WITH DOOR GUARD ON

EITHER SIDE

OPEN GRATE

METAL STAIR

10" PRECAST

(TYPICAL)

12" WIDE DRAINAGE

TRENCH TO CONNECT TO

EXISTING STORM

WATER HEATER WITH

DRIP PAN

6" CONCRETE

FILLED BOLLARD

PAINTED

6" CONCRETE

FILLED BOLLARD

PAINTED

(6) EMBEDDED PLATES

FOR COMPACTORS

CONFIRM LOCATION,

SIZE, AND LENGTH

WITH COMPACTOR

VENDOR

NEW 6" CONCRETE

CURB, CONNECT TO

EXISTING, VIF

(5) ANTHONY

WATERER SPIREA

(3) AUSTRALIAN

PINE

8" CONCRETE

BLOCK WALL

244

4'-6"

10'-2" 3'-4"

1'-8"

08.20.2014 COPYRIGHT 2014

CONSTRUCTION DOCUMENTS:

NORTHERN ILLINOIS

FOOD BANK

A NEW RECYCLING ADDITIONTO THE COMMUNITY NUTRITION

AND FOOD DISTRIBUTIONCENTER FOR


1627.00


Telephone : 815.397.0777








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COMMISSION NUMBER

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M A G I N A T I O

JEFFREYFLEMMING

SHEET CONTENTS

SU-02

SITE

08.20.2014 COPYRIGHT 2014

CONSTRUCTION DOCUMENTS:

NORTHERN ILLINOIS

FOOD BANK

A NEW RECYCLING ADDITIONTO THE COMMUNITY NUTRITION

AND FOOD DISTRIBUTIONCENTER FOR


1627.00


Telephone : 815.397.0777








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JEFFREYFLEMMING

SHEET CONTENTS

01

SU-03

MASONRY WALL

3/4" = 1'-0"

6'-0"

6'-0"

2'-7"

7 1/2" 1'-4" 7 1/2"

BULLNOSE

CAP,

ANCHORE

TO WALL

CONT.

BOND BEAM

8" C.M.U. # 6

VERT. 2'-0"

O.C. MAX,

FOUR

LOCATIONS

THICKENED

FLOOR

SLAB

BULLNOSE

CAP,

ANCHORE

TO WALL

CONT.

BOND BEAM

8" C.M.U. # 6

VERT. 2'-0"

O.C. MAX,

FOUR

LOCATIONS

BULLNOSE

END BLOCK

NOTE:

PAINT WALL

8" C.M.U. # 6

VERT. 2'-0"

O.C. MAX,

GROUT

SOLID

BULLNOSE

END BLOCK

SEAL JOINT WHERE

WALL MEETS

PRECAST

SU-03

MASONRY WALL

779

779

778

777

776

780

776

777

778

779

779

778

777

167A

167B 167C167D

167E

139A

139B

139C

NIFB RECYCLING

ADDITION

NEW TRENCH DRAIN TO RUN NORTH

UNDERGROUND TO EXISTING LINE;

MIN 1/4":1'-0" SLOPE NORTH

DEMO EXISTING STORM

DRAIN AND TRENCH

TRENCH

778

777

776

775

774

778

779

779779 779

779

778

780

779

780

780

779

780

780

778

ROOF DRAIN DROPS

WATERSHED AREA EQUAL

TO EXISTING CONDITION

SITE PLAN

SU-04

NORTHERN ILLINOIS

FOOD BANK


TO THE COMMUNITY

NUTRITION AND FOOD


273 DEARBORN CT.

GENEVA, ILLINOIS

DATE

C COPYRIGHT 2014

ISSUE

1627.00

FOR CONSTRUCTION



Telephone : 815.397.0777








prosecution.

CONSTRUCTION

DOCUMENTS08.01.2014

COMMISSION

SHEET CONTENTS

SHEET ISSUES

COMMISSION NUMBER

SHEET NUMBER

I N N O V A T I O N

I


M A G I N A T I O N

JEFFREYFLEMMING

ADDENDUM 3

09.09.2014

ADDENDUM 4

09.17.2014

city of geneva plan commission

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