Date: July 30, 2012 SECTION 00902 BIDDING AND · PDF file207076.00 ADDENDUM NUMBER 2 00902 4...

207076.00 ADDENDUM NUMBER 2 00902 1

Date: July 30, 2012 SECTION 00902 BIDDING AND CONTRACT REQUIREMENTS ADDENDUM NUMBER 2 Legat Architects, Inc. Distributed via: 24 North Chapel Street EMAIL Waukegan, Illinois 60085,4107 P. 847.662.3535 F. 847.249.0398 To: Prospective Bidders Re: ADDENDUM NUMBER 2 TO THE BIDDING DOCUMENTS FOR:

City of Oak Forest New Metra Train Station Architect’s Project Number: 207076.00

This addendum forms a part of the bidding and contract documents and modifies the original bidding documents dated June 18, 2012. Acknowledge receipt of this addendum in the space provided on Bid Form. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. PART 1 ADDENDA TO THE PROJECT MANUAL

A. Document 00100 INSTRUCTIONS TO BIDDERS.

1. , Article 1.02 Preparation for Bids, Paragraph A, Sub,Paragraph 3: a. REVISE sub,paragraph to read as follows: “Bids will be received until 11:00 a.m., prevailing time, on August 8, 2012 for all specified work

for the New Oak Forest Metra Train Station, northwest corner of Cicero Avenue and 159th

Street, Oak Forest, IL 60452.”

B. Document 00220 GEOTECHNICAL DATA. 1. Page 1, Article 1.04 Engineered Fill Compaction Test: a. DELETE this article in its entirety.

B. Document 00300 BID FORM. 1. Page 1, Article 1.03 To: City of Oak Forest 15440 South Central Ave., Oak Forest, IL 60452,

Paragraph C Alternate Bids: a. ADD subparagraph 5 to read as follows: “5. ALTERNATE NO. 5: For providing the work associated with the parking lot security

cameras, controls and routing as indicated on Sheet E2.20 included as part of Addenda 1 dated July, 13

th, 2012. ADD to the Lump Sum $______________.

b. ADD subparagraph 6 to read as follows: “6 . ALTERNATE NO. 6: For providing “Truslate” slate shingle roofing manufactured by GAF

(www.Truslate.com) in lieu of the Polymeric Slate Roof Tile System. ADD to the Lump Sum $______________.

C. Document 01500 TEMPORARY FACILITIES AND CONTROLS.

1. Page 3, Article 1.07 Fencing, Paragraph B: a. REVISE Paragraph B to read as follows:

"B. Provide minimum 8 foot high fence around construction site:E..." 2. Page 3, Article 2.04 Fabrication, Paragraph E:

a. REVISE Paragraph E to read as follows: "E. Fence assembly shall be minimum 3’,6” high above grade to top of top rail. Coordinate and match height of new adjacent guardrail.”

E. Document 09441 EPOXY MATRIX TERRAZZO.

1. Page 4, Article 2.02 Thin,Set Epoxy Matrix Terrazzo, Paragraph B: a. REVISE Paragraph B to read as follows:

"B. Epoxy Resin mixed according to manufacturer’s recommendation and blended with 3 volumes of Crushed post consumer recycled glass blended 70% #1 chip and 30% #0 chip,


ground and grouted with epoxy resin according to 3.02 C,2 Finishing to a nominal 3/8” thickness. All specimens cured 7 days at 75 degrees plus or minus 2 degrees Fahrenheit and 50% plus or minus 2% R.H. The finished epoxy terrazzo shall meet the following requirements:”

2. Page 4, Article 2.02 Thin,Set Epoxy Matrix Terrazzo, Paragraph C: a. REVISE Paragraph C to read as follows:

"C. Crushed Post Consumer Recycled Glass Chips:” 3. Page 3, Article 2.02 Thin,Set Epoxy Matrix Terrazzo, Paragraph G:

a. DELETE Paragraph G in its entirety. 4. Page 5, Article 3.03 Installation, Paragraph F:

a. DELETE Paragraph F in its entirety.

H. Document 09900 PAINTS AND COATINGS. 1. Page 4, Article 2.04 Paint Systems – Interior:

a. ADD the following Paragraph: "G. Concrete/Masonry, Alkyd Floor Enamel, 3 Coat

1. One coat of alkali resistant primer. 2. Gloss: Two coats of alkyd floor enamel

J. Document 10741 – CLOCKS.

1. , Article 2.01 Manufacturers, Paragraph B: a. ADD the following sub,paragraph: “4. The Verdin Company: www.verdin.com

PART 2 ADDENDA TO THE DRAWINGS

A. Drawing A1.10, titled, FIRST FLOOR PLAN: 1. REVISE display cases per sketches ASK8, ASK9, ASK10, ASK11, ASK12 (attached)

B. Drawing 2.00, titled, DOOR AND FRAME SCHEDULE/ WINDOW ELEVATIONS:

1. At DOOR SCHEDULE: a. Door 002 , REVISE Door Type to be F in lieu of NL. b. Door 005 – REVISE Frame Type to read “IN STOREFRONT”

C. Drawing 1/A5.01, titled, WALL SECTION: 1. DELETE call,out “OVERHEAD COILING DOOR”.

D. Drawing A6.00, titled, INTERIOR ELEVATIONS:

1. Detail 4, Waiting West: a. REVISE call,out “Plastic Laminate Countertop” to read “Solid Surface Countertop”

2. Detail 6, Ticket Office East: a. REVISE call,out “Plastic Laminate Countertop” to read “Solid Surface Countertop”

3. Detail 5, Ticket Office North: a. REVISE call,out to read as follows “Aluminum Storefront and Glazing System with Oak Trim

and Window Blinds – Typ.” 4. Detail 8, Ticket Office West:

a. REVISE call,out to read as follows “Aluminum Storefront and Glazing System with Oak Trim and Window Blinds – Typ.”

E. Drawing A9.00, titled, FLOOR FINISH PLAN:

1. At ROOM FINISH SCHEDULE: a. 004 Mechanical 1. Base Finish, DELETE Rubber. No base finish. 2. Floor Finish, REVISE Epoxy to S.C. (sealed concrete) b. 008 Mechanical/Janitor 1. Base Finish, DELETE Rubber. No base finish. 2. Floor Finish, REVISE Epoxy to S.C. (sealed concrete) c. 009 Warming Shelter, Base Finish, DELETE Rubber and replace with P.T.

F. Drawing S1.00, titled, FOUNDATION PLAN.


1. Revise Top/Wall elevations as indicated in sketches SSK,6, SSK,8, SSK,9, SSK,10 and SSK,11.

G. Drawing S,1.10, titled, ROOF FRAMING PLAN. 1. Revise 1/S1.10, titled, ROOF FRAMING PLAN, as indicated in SSK,7.

H. Drawing S3.01, titled, FOUNDATION DETAILS.

1. At details 1, 2, 3, 4 and 5/S3.01: a. Delete dimensions from T/FTG to T/Paving. b. Add #4 at 18” oc each way at exposed faces of walls. c. Add the following note “CONTRACTOR IS TO COORDINATE THE LOCATION OF

REINFORCEMENT WITH FORMING CONTRACTOR TO ACHIEVE A MINIMIM 1” CONCRETE COVER AT FORM REVEALS.

PART 3 CLARIFICATIONS

A. Drawing 11/A3.10, titled, RETAINING WALL DETAIL: 1. The 2” solid concrete cap unit on top of the cast in place concrete wall is typical along all cast in

place concrete walls. 2. All exposed faces of cast in place concrete walls to be formed with form liner and stained.

B. Drawing A8.10 titled, ROOF DETAILS 1. It is the intent to have a 3” vented nailbase insulation over the 1,1/2” rigid insulation in order to

stagger the joints between the two products.

C. Drawing A9.00 titled, FLOOR FINISH PLAN 1. ROOM FINISH SCHEDULE: All walls in Waiting 001 and Corridor 005 are to receive terrazzo base

where the terrazzo floor is located.

D. Drawing A1.10 titled, FIRST FLOOR PLAN 1. All benches shown, both interior and exterior are to be provided and installed by the general

contractor. All of the interior benches in the main building are to be 9’,0” in length and as specified in Section 12620 – Station Benches, Article 2.01 Manufacturers, Paragraph B. All of the exterior benches at the main building are to be 7’,0” and the benches at the Warming Shelter, both inside and outside, are to be 9’,0” as indicated in the drawings. The exterior benches and the bench inside the warming shelter are to be as specified in Section 12620 – Station Benches, Article 2.01 Manufacturers, Paragraph A.

E. Drawing 4/A8.10 titled, ROOF DETAIL

1. Refer to detail 9/S4.00 for the connection of the framing of the “eyebrow” roof section to the precast panels. Due to the curvature of this roof section, replace the metal roof deck for this roof section indicated in details 4/A8.10 and 9/S4.00 with plywood sheathing. Please refer to detail SSK,7 for further information.

F. Project Manual, Document 09441 – EPOXY MATRIX TERRAZZO

1. Page 5, Article 3.01, Paragraph C: Moisture testing of concrete prior to installation of terrazzo is the responsibility of the terrazzo

contractor.

G. Project Manual, Metra Requirements – Exhibit G 1. The insurance requirements outlined under Exhibit G – Construction Insurance Requirements,

supersedes the insurance requirements indicated in Section 01100 Summary, Article 1.02 Contract Description, Paragraph D.

2. Contractors Pollution Liability is required by the main contractor and any contractor doing any type of work (i.e. asbestos removal, lead paint, etc., underground sewage work) that has any type of a pollution exposure.

3. The general/main contractor can procure one railroad protective policy specific to this project for the limits listed and include his subcontractors in it.

4. Builder’s Risk Coverage is only needed by the main contractor.


5. Professional E & O is only required by any contractor or sub contractor that is providing a professional service (Engineering, design, etc.).

H. Project Manual, Metra Supplementary Conditions 00701

1. Page 14, Article 103.08 Railroad Coordination, Paragraph A: The contractor will not have to pay for the railroad flagman if work is canceled due to reason

beyond the contractor’s control.

I. Project Manual, Document 02225 – DEMOLITION 1. Per the owner, the existing building is free of hazardous materials but if any is discovered please

refer to Page 2, Article 3.02 General Procedures and Project Conditions, Paragraph F for what procedures to follow.

J. Project Manual, Document 01500 – TEMPORARY FACILITIES AND CONTROLS

1. Page 3, Article 1.07 Fencing, Paragraph B: The fence posts can be mounted on stands with sandbags if so desired.

K. Project Manual, Document 02825 – ORNAMENTAL FENCES, GATES AND HARDWARE 1. The General Contractor is responsible for all work related to installing the fencing and accessories

indicated in this section.

L. Project Manual, Metra Requirements – Exhibit K 1. Metra’s DBE participation requirements indicated in this section apply to this project. 2. The General Contractors are to include any information pertaining to DBE participation with their

bids that is included or referenced in Exhibit K.

M. Project Manual, Document 01100 , SUMMARY 1. Page 3, Article 1.07 Duties of the Project Manager, Paragraph A: The Owner shall cover the costs associated with sub,paragraph 1. The costs and activities

associated with items indicated in sub,paragraphs 2 through 8 of this paragraph shall be covered and coordinated by the General Contractor.

N. Project Manual, Metra Requirements – Exhibit D

1. The General Contractor is required to self,perform 30% of the work as indicated in Exhibit D.

O. Project Manual, Document 09300 , TILE 1. , Article 2.05 Grout Materials, Paragraph B: A cementitious grout/sand grout may not be used in lieu of the epoxy grout specified in the above

section.

P. Addenda 1 1. Page 1, Part A Addenda to the Project Manual, Paragraph A, Sub,Paragraph 1, Item a: The 25% DBE subcontractor participation is a requirement.

Q. Project Manual, Document 06410 – CUSTOM CABINETS 1. All of the window sills in the project are to be solid surface as indicated in the specifications.

R. Project Manual, Document 11000 – MISCELLANEOUS EQUIPMENT 1. General Contractors are to furnish the items identified in this specification section.

S. Project Manual, Division 16 , ELECTRICAL 1. The Owner will provide the WI,FI and access control systems. General Contractor to provide the

associated items indicated in the bidding documents for these systems.

T. Project Manual, Document 10100 – VISUAL DISPLAY BOARDS 1. Page 1, Article 2.02 Visual Display Boards, Paragraph A: Provide (2) 4’,0” x 4’,0” display boards per the specifications. Locations to be determined by the

architect.

U. Project Manual 1. This is not a LEED certified project. Please disregard all LEED references within the specifications.


V. Project Manual, Document 03366 – WATER,BASED REACTIVE CONCRETE STAIN

1. Staining of all precast concrete and cast,in,place concrete to be done by Designing Concrete, Inc., P.O. Box 1746 Woodstock, IL 60098. Phone: 815,337,6310. Fax: 815,337,6312

W. Drawing S1.00, titled, FOUNDATION PLAN, drawings S3.00 and S3.01 FOUNDATION DETAILS:

1. The contractor will be required to sequence placement of retaining wall footings prior to installation of the footings for the structure. Temporary bracing may be required for retaining walls placed prior to compaction of soil placed against the walls and construction of footings for the structure. It is the contractor’s option to combine retaining wall and structure footings.

X. Drawing S4.00, titled FRAMING DETAILS;

1. References to “LT GAGE TRUSS BY OTHERS” indicates the design of light gage trusses is the responsibility of the light gage contractor. See 'LIGHT GAGE METAL TRUSSES" notes on S2.00.

PART 4 ADDITIONAL ADDENDA INFORMATION

A. Refer to the attached Civil Addenda from Manhard Consulting.

END OF SECTION This addendum consists of 5 pages. This addendum has 22 attached pages identified below:

• 00300 Bid Form • Architectural Sketches ASK8, ASK9, ASK10, ASK11, ASK12 • Structural Sketches SSK,6, SSK,7, SSK,8, SSK,9, SSK,10, SSK,11 • Civil Addenda (1 page) and CSK,4 • Specification Section 07310 Slate Shingle Roofing

CITY OF OAK FOREST – NEW METRA TRAIN STATIONCIVIL ADDENDUM NO. 2JULY 24, 2012

PLAN REVISIONS:

SHEET C1.101. The note stating “Existing light pole to be removed” has been revised to “Existing light pole to be

removed and relocated as shown on Sheet C4.10.”

SHEET C4.101. The sanitary service size has been changed to from 8” to 6”. See Exhibit CSK-4.2. The proposed locations for the existing light poles which were indicated for removal to be relocated

on Sheet C1.10 have been added to this sheet. See Exhibit CSK-4.

PLAN CLARIFICATIONS:

1. On the grading sheets, C-3.00 and C3.10, the T/W designation before or after a proposed spotgrade refers to the Top of Walk. Retaining wall grades, if provided, is designated with T/WALL.

SECTION 00300

BID FORM

THE PROJECT AND THE PARTIES

1.01 NAME OF BIDDER: ______________________________________________________________

1.02 NUMBER AND NAME OF BID PACKAGE: ____________________________________________

1.03 TO: City of Oak Forest 15440 South Central Ave., Oak Forest, IL 60452

A. Base Bid: We as contractor having familiarized ourselves with local conditions affecting the work and with the proposed Contact Documents on file at the office of the Owner, hereby propose to perform everything required to be performed and to provide all of the labor, materials, necessary equipment and all utilities and transportation and services necessary to perform and complete in a workmanlike manner all work required to complete the proposed work indicated in the bidding documents for the construction of the New Oak Forest Metra Train Station, all in

accordance with the Drawings and Specifications prepared by the office of Legat Architects, Inc. including Addenda No. ______, ______ and ______ issued thereto for the sum of:1. Base Bid for all Work:

________________________________________________________________________ ________________________________________________________________________ ($___________________)

2. The base bid consists of all Work specified and required by the proposed Contract Documents.

B. Allowances: Include the allowances as specified in Section 01210 4 Allowances in the

base bid amount.

C. Alternate Bids: The undersigned hereby states the net amount of increase or decrease to the Lump Sum Base Bid for the following Alternates: 1. ALTERNATE NO. 1: For providing Five (5) Centralized Automatic Parking Fee Pay

Centers as indicated in the Construction Documents.a. ADD to the Lump Sum $________________________________.

2. ALTERNATE NO. 2: For providing Site Wi4Fi as indicated in the Contract Documents.a. ADD to the Lump Sum $________________________________________.

3. ALTERNATE NO. 3: For providing the landscape are north of the north platform as indicated in the Contract Documents.a. ADD to the Lump Sum $________________________________________.

4. ALTERNATE NO. 4: For providing the outside Town Clock as indicated in the Contract Documents.

a. ADD to the Lump Sum $________________________________________.5. ALTERNATE NO. 5: For providing the work associated with the parking lot security

cameras, controls and routing as indicated on Sheet E2.20 included as part of Addenda 1 dated July, 13th, 2012a. ADD to the Lump Sum $________________________________________.

6. ALTERNATE NO. 6: For providing "Truslate" slate shingle roofing manufactured by GAF (www.Truslate.com) in lieu of the Polymeric Slate Roof Tile System.a. ADD to the Lump Sum $________________________________________.

D. Prevailing Wage Act: The undersigned hereby states if awarded the Contract, the Bidder agrees to comply with the Illinois Prevailing Wage Act 820 ILCS Section 130/.0.01 including, but not limited to the submission of certified payroll records for all workers on a monthly basis for review. The Bidder further acknowledges that release of progress payments may be withheld if complete certified payroll records are not submitted with the request for payment.

207076.00 BID FORM 00300 4 1

E. Unit Prices: Should additional work of the following categories be required, adjustments will be made to the Contract Sum at the following Unit Prices, which shall include all expenses, including overhead and profit; should less work be required, the Unit Prices will be 15% less the price quoted for additional work.1. Machine Excavation of unsuitable materials hauled off site (Air Volume of Excavation):

_____________________ Cu. Yd.2. Machine Excavation of unsuitable materials spread over site (Volume of Excavation):

_____________________ Cu. Yd.

3. Granular Fill from off site sources, including compaction: ___________________ Cu. Yd.4. Cohesive Fill from off site sources, including compaction: __________________ Cu. Yd.5. Cohesive Fill from on site sources, including compaction: __________________ Cu. Yd.6. Stock4piled material spread over site (Volume of Material): _________________ Cu. Yd.

F. Bid Security: Accompanying this proposal is a Bid Security payable to, City of Oak Forest which is agreed will be forfeited to the aforementioned as liquidated damages if the undersigned fails to execute the standard form of Owner/Contractor Agreement (AIA Document A201 2007

Edition, as modified), which is included herein, and furnish evidence of their ability to become bonded and to provide insurance coverage as specified, within five days after notification of the Intent to Award Contract to the undersigned.

G. In signing and submitting this Bid, the undersigned certifies that all materials and construction to be provided are as indicated in the proposed Contract Documents.

H. Time of Completion: If awarded the Contract, the bidder agrees to complete all Construction Work and achieve Substantial COmpletion by 250 calander days after award of contract and 30 calander days after Substantial Completion to achieve Final Completion.

I. The space below of the desired completion schedule has been left for insertion of Contractor's own completion schedule date, if he feels that the desired date as stated in the specifications

cannot be met. Insertion of a date by the bidder does not change the specified completion date unless the Owner chooses to accept the bidder's date in awarding the contract.1. Desired Completion Date: __________________________________________2. Contractor's Completion Date: _______________________________________

J. FIRM NAME: ______________________________________________.

K. OFFICIAL ADDRESS: ___________________________________________.

L. Telephone Number: _______________ Fax Number: ________________

M. By: ______________________ Date:____________ (Signature)

N.________________________________________ (Printed/Typed Name and Title)

O. Where the Bidder is a corporation, add Attest ________________________________________ (SEAL) Secretary (signature) Date

P. CERTIFIED OR CASHIERS CHECK, BID BOND, OR BANK DRAFT ENCLOSED IN THE FOLLOWING AMOUNT: $____________________________________.

END OF BID FORM

207076.00 BID FORM 00300 4 2

207076.00 SLATE SHINGLE ROOFING 07310

SECTION 07310

SLATE SHINGLE ROOFING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Slate roofing system.

B. Leak barrier and roof deck protection.

C. Metal flashing associated with slate roofing system.

D. Attic Ventilation.

1.02 RELATED REQUIREMENTS

A. Section 06114 – Wood Blocking and Curbing

B. Section 07212 – Board and Batt Insulation

C. Section 07620 – Flashing and Sheet Metal: Sheet metal flashing not associated with shingle roofing

1.03 RELATED REQUIREMENTS

A. ASTM C 406 – Specification for Slate Roofing

B. ASTM C 120390 – Standard Test Method of Flexure Testing of Slate

C. ASTM C 121390 – Standard Test Method for Water Absorption of Slate

D. FM 4473 – Class 4 – Test for Ice Ball Resistance (so far we have 8 colors pass class 4) ok

E. UL 790 – Tests for Fire Resistance of Roof Covering Materials

F. FL5429 – Florida Building Code Approved

G. RC3101 – Texas Department of Insurance

H. National Roofing Contractors Association (NCRA)

1.04 SUBMITTALS

A. Submit copies of GAF®‘s product data sheets, detail drawings and samples for each type of roofing product.

1.05 QUALITY ASSURANCE

A Manufacturer Qualifications: Provide all primary roofing products, including the slate system roof deck protection, underlayment, leak barrier, and ventilation, by a single manufacturer.

B. Installer Qualifications: 1. Installer must be approved for installation of all roofing products to be installed under this

section. 2. Installer must have a SlateCrafter™ Specialist Certification and be a part of one of the

GAF® Certified Contractor programs including Master Elite Contractor, Certified Contractor or Authorized Installers.

C. Installers are encouraged to review the installation video/DVD, website video, and all printed installation instructions. The GAF® Technical Services Dept. is always available to assist with technical questions (138003ROOF3411, 13800376633411).

1.06 REGULATORY REQUIREMENTS


A. Provide a roofing system achieving an Underwriters Laboratories (UL) Class B fire classification.

B. Install all roofing products in accordance with all federal, state and local building codes.

C. All work shall be performed in a manner consistent with current OSHA guidelines.

1.07 PREINSTALLATION MEETING

A. General: A preinstallation meeting shall take place.

B. Timing: The meeting shall take place at the start of the roofing installation, no more than 2 weeks into the roofing project.

C. Attendees: Meeting to be called for by manufacturer’s certified contractor. Meeting’s mandatory attendees shall include the certified contractor and the manufacturer’s representative. Non3mandatory attendees shall include the owner’s representative, architect or engineer’s representative, and the general contractor’s representative.

D. Topics: Certified contractor and manufacturer’s representative shall review all pertinent requirements for the project, including but not limited to, scheduling, weather considerations, project duration, and requirements for the specified warranty.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Store all products in manufacturer's unopened, labeled packaging until they are ready for installation. Slates should remain in their crates until ready for installation

B. Store products in a covered, ventilated area, at temperature not more than 110o F (43

o C); do

not store near steam pipes, radiators, or in direct sunlight.

C. Store crates on a flat surface. Maximum stacking height shall not exceed GAF®’s recommendations. Store all rolls (UnderBlock™ UV & Moisture Barrier, leak barrier, or roof deck protection products) on end.

D. Store and dispose of solvent3based materials in accordance with all federal, state and local regulations.

1.09 WEATHER CONDITIONS

A. Proceed with work only when existing and forecasted weather conditions will permit work to be performed in accordance with GAF®’s recommendations

1.10 WARRANTY

A. Provide to the owner a GAF® TruSlate™ Ultimate Pledge™ Limited Warranty.

PART 2 PRODUCTS

2.01 DISTRIBUTOR

A. Acceptable Distributor: GAF®, 1361 Alps Rd. Wayne NJ 07470. Tel: 13973362833000.

B. Requests for substitutions will be considered in accordance with provisions of Section 01600.

2.02 SLATE SYSTEM

A. Dense, tough, durable, natural rock or stone sorted to eliminate any that have been cracked or broken, having a porosity of approximately 0.15 to 0.40 percent making this material practically nonabsorbent. 1/4” to 3/8” thick, 12 inch by 12 inch size with a 10 inch (254 mm) exposure. Meets; ASTM C 120390 and ASTM C 121390, FM 4473 Class 4, UL 790 Class B rated, UL 580 Class 90, UL 1897. Florida Building Code, Texas Department of Insurance (TDI), and has a


pending ICC Report Approval and Miami Dade Approval. TruSlate™ Premium Roofing System by GAF®.

B. Color: As selected from manufacturers’ full range. 1. Color: Rustic Red

C. High density polyethylene (HDPE) Interlayment (0731534) protects against UV, moisture and weather infiltration. Approximately 250 sq. ft. of coverage (2.5 squares (23.23 sq meters)). UnderBlock™ UV & Moisture Barrier provided by GAF®.

D. Stainless steel 4 foot batten strips preassembled with spring tempered hangers available in short or long lengths. Hangers and Battens assembly covers approximately 250 sq feet (2.5 squares (23.23 sq.m.). TruGrip™ Batten and Hanger System provided by GAF®.

E. Layout tape used as a guide for installing the battens and hangers system on the roof. Each roll contains approximately 180 linear feet (6 squares coverage) Lay7Straight™ Alignment Tape provide by GAF®

2.03 HIP AND RIDGE SLATES

A. Dense, tough, durable, quarried slate approximately 16” x 7” (406mm x 178mm). Each crate covers approx. 100 lineal feet. TruSlate™Trim Slate, by GAF®.

B. Corrugated plastic pieces used as a base for installing Trim Slates. Sized at ½” x 8” x 48” (13 mm x 203 mm x 1.22 m) each box covers approximately 100 lineal feet (30.5 m). Hip & Ridge Spacer provided by GAF®

2.04 LEAK BARRIER

A. Self3adhering, self sealing, bituminous leak barrier surfaced with fine, skid3resistant granules. Each Roll contains approx. 150 sq ft, 65 lbs (29.9 kg), 36” X 50’ or 200 sq ft, 85 lbs (38.6 kg), 36” X 66.7’. 58 mils thick. Weather Watch® Leak Barrier, by GAF®.

B. Self3adhering, self sealing, bituminous leak barrier surfaced with a smooth polyethylene film. Each Roll contains approx. 200 sq ft, 85 lbs (38.6 kg), 36” X 66.7’. 60 mils thick. StormGuard® Leak Barrier, by GAF®.

C. Self3adhering, flexible SBS3modified compound and reinforced with a fiberglass3reinforced polyester core. Flexible design conforms to irregular surfaces. Each roll contains approx. 222.5 sq ft, 39.4” X 67.8’. UnderRoof II™ Leak Barrier by GAF®.

2.05 ROOF DECK PROTECTION

A. Premium, water repellant, breather type non3asphaltic underlayment. UV stabilized polypropylene construction. Meets or exceeds ASTM D226 and D4869. Approved by Dade Country, Florida Building Code, and has ICC Report ESR32438 Approval. Deck7Armor™ Roof Deck Protection, by GAF®.

B. Non3Asphaltic water and fire resistant slip sheet. Meets or exceeds ASTM D226, ASTM D4869 and ASTM D6757 type I & II. Approved by Underwriters Laboratory, Miami Dade County, Florida building code and ICC report ESR32053. VersaShield® Underlayment, by GAF®.

2.06 RIDGE VENTILATION SYSTEM

A. Rigid plastic ridge ventilator designed to allow the passage of hot air out of attics. For use in conjunction with eave/ soffit intake ventilation products. Provides 20.0 sq inches in NFVA per lineal foot. Each package contains 10 4 foot pieces covering 40 lineal feet (12.19 m) of vent. TruSlate ™ Ridge Vent, by GAF®

2.07 ROOFING CEMENT

A. General purpose asphalt roofing cement meeting the requirements of ASTM D 4586, Type I or II. Leak Buster™ Matrix™ 203 Plastic Roof Cement, by GAF®.


B. General purpose asphalt roofing cement meeting the requirements of ASTM D 4586, Type I or II. Leak Buster™ Matrix™ Standard Wet/Dry Roof Cement #204, by GAF®.

C. Asphalt Plastic Roofing Cement meeting the requirements of ASTM D 4586, Type I or II.

2.08 NAILS & FASTENERS

A. 2 ½” (64 mm) copper slating nails.

B. 2 ½” (64 mm) stainless steel nails.

C. 1 ¾” (44 mm) roofing nails (fastening ridge vent).

D. 1 ½” (38 mm) roofing nails (fastening Hip & Ridge Spacer).

E. 1 1/4” (32 mm) 0.120 stainless steel coil roofing nails. (For Battens)

F. 1 ¼” (64 mm) copper slating nails (fastening flashings).

2.09 METAL FLASHING

A. 163oz/sq ft (0.66 mm) copper sheet, complying with ASTM B 370.

B. 26 gauge stainless steel

PART 3 EXECUTION

3.01 EXAMINATION

A. Do not begin installation until the roof deck has been properly prepared.

B. If roof deck preparation is the responsibility of another installer, notify the architect or building owner of unsatisfactory preparation before proceeding.

C. Minimum roof deck slope must be 4:12

3.02 PREPARATION

A. Remove all existing roofing down to the roof deck. Note: roof deck should be a minimum 7/16” OSB or 15/32” plywood.

B. Verify that the deck is dry, sound, clean and smooth. It shall be free of any depressions, waves, and projections. Cover with sheet metal, all holes over 1 inch (25 mm) in diameter, cracks over 1/2 inch (12 mm) in width, loose knots and excessively resinous areas.

C. Replace damaged deck with new materials.

D. Clean deck surfaces thoroughly prior to installation of eaves protection membrane and underlayment.

E. Roof deck should be a minimum 3/8” (10 mm) APA3The Engineered Wood Association rated exterior grade plywood or 7/16” (11 mm) APA 3 The Engineered Wood Association rated exterior grade oriented strand board, commonly known as “OSB”

F. Clean deck surfaces thoroughly prior to installation of eaves protection membrane and underlayment.

G. At areas that receive eaves protection membrane, fill knotholes and cracks with latex filler.

H. Install crickets on the upslope side of all chimneys in the north, any chimney wider than 24”, and on all roofs steeper than 6/12.


3.03 UNDERLAYMENT APPLICATION

A. General: 1. Install using methods recommended by GAF®, in accordance with local building codes.

When local codes and application instructions are in conflict, the more stringent requirements shall take precedence.

B. Leak Barrier 1. Install a full deck of leak barrier protection on roofs with a minimum slope of 4:12 up to and

including 5:12

C. Eaves: 1. Install eaves edge metal flashing tight with fascia boards; lap joints 2 inches (50 mm) and

seal with plastic cement; nail at the top of the flange.

2. Install leak barrier membrane up the slope over the drip edge metal up to ¼” (6mm)

3. Install eave protection membrane at least 24 inches (610 mm) beyond the interior “warm wall”. Lap ends 6 inches (150 mm) and bond.

4. For roof slopes greater than 5/12, apply self adhering underlayment over the deck extending from the eave edge to a point at least 24” beyond the inside wall of the living space below to meet ASTM D1970 standard.

D. Valleys – Metal 1. Install eaves protection membrane at least 36 inches (914mm) wide and centered on the

valley. Overlap all side laps with minimum 6 inches (150 mm) and head lap with minimum 2 inches seal.

2. Install valley metal on top valley underlayment. Nail 1” (25mm) from edge of metal 16” (406mm) on center.

3. Install 10” (254mm) wide strips of self3adhering membrane over valley metal edges 3” (76mm) from valley center. Make sure underlayment covers all fasteners.

E. Roof Deck: 1. Install one layer of roof deck underlayment over the entire area not protected by eaves or

valley membrane. Install sheets horizontally so water sheds and nail in place with minimum 2” head lap and 6” side lap. (4” head lap in wet or snow areas)

2. Nail underlayment 12” on center at the head lap and 36” on center at the center of roll.

F. Penetrations: 1. Vent pipes: Install a 24 inch (610 mm) square piece of eave protection membrane lapping

over roof deck underlayment; seal tightly to pipe.

2. Vertical walls: Install eave protection membrane extending at least 6 inches (150 mm) up the wall and 12 inches (305 mm) on to the roof surface. Lap the membrane over the roof deck underlayment.

3. Skylights and roof hatches: Install eaves protection membrane from under the built3in counter flashing and 12 inches (305 mm) on to the roof surface lapping over roof deck underlayment.

4. Chimneys: Install eaves protection membrane around entire chimney extending at least 6 inches (150 mm) up the wall and 12 inches (305 mm) on to the roof surface. Lap the membrane over the roof deck underlayment.

5. Rake Edges: Install metal edge flashing over eaves protection membrane and roof deck underlayment; set tight to rake boards; lap joints at least 2 inches (50 mm) and seal with plastic cement; secure with nails.


6. Hips and Ridges: Install leak barrier along entire lengths. If ridge vents are to be installed, position the leak barrier so that the ridge slots will not be covered.

3.04 INSTALLATION OF SLATES

A. General: 1. Install in accordance with GAF®'s instructions and local building codes. When local codes

and application instructions are in conflict, the more stringent requirements shall take precedence.

2. Minimize breakage of slates by avoiding dropping crates or individual slates.

B. Battens Placement: 1. Start bottom batten row at drip edge, 5” (127mm) from eave edge. Hangers along bottom

batten should extend to drip edge.

2. Chalk a line every 10” (254 mm) up the roof to the ridge spacer or ridge vent.

3. Install battens every 10” (254 mm) four courses at a time starting from the ridge spacer or ridge vent. (Do NOT install all battens at once)

4. Batten spacing may be increased or decreased to accommodate fraction spacing.

5. Stop battens ½” (13 mm) from hip spacers or gable/rake edge metal.

C. Hanger Placement: 1. Hangers can be relocated on the batten as needed by squeezing the top wires together,

placing where needed and releasing. The hangers should snap securely in place.

2. Each Slate will have a minimum of two hangers supporting the top and 2 hangers supporting the bottom.

3. Position each batten so hangers are aligned vertically to ensure a uniform slate pattern and provide the necessary support.

4. Hangers for field slates should maintain a 6” spacing (or three empty slots).

D. High Wind Installation Requirements: Hanger Placement: 1. Every piece of slate requires two hangers and each hanger must have a ring shank nail put

so that the lip of the nail is over the edge of the hanger wire where it is attached to the batten.

E. UnderBlock™ UV & Moisture Barrier 1. Install UnderBlock™ UV and moisture barrier dull finish up and shiny side down.

2. Install along rows of battens not exceeding 12 ft long lengths with side laps overlapping a minimum 12” (305 mm)

3. Do not nail through UnderBlock™ UV and moisture barrier when installing field slate.

F. Slate Installation 1. Begin installation at hips and valley leaving the field clear to walk.

2. Place slates on hangers being careful to keep hangers centered on slates and evenly spaced from each side. On full slates, hangers should be approximately 3” (76 mm) from each side edge.

3. Start every other course with a half slate for staggering appearance. Minimize traffic over finished roof surface. If necessary, wear soft3soled shoes and walk on the "butt" of the slates in order to avoid breakage.

4. Slate pieces should not be smaller than 4” (102mm) wide.


G. High Wind Installation Requirements: Slate Installation: 1. Slates must not overhang the eave edge. The bottom edge of the slates must be flush to

the eave edge.

H. Valleys

1. Prepare the valley with metal flashings.

2. Prior to Hanging the last horizontal batten for the field slate, chalk a line parallel to the valley center line at least 1” (25 mm) out from the valley center line. The chalk line will mark where the field slates should be cut to form the valley.

3. Measure 5” (127 mm) out on to the roof plane (parallel to the valley center line), from the previously chalked line and chalk a second line.

4. Apply a row of battens vertically with the top of the batten on the second chalk line. The hangers on the vertical batten should extend into the valley to the first chalk line.

5. Continue installing the horizontal field battens during the installation of the slope, extending them over the vertical valley battens. They should be just short of the first chalked line near the centerline of the valley. Slates will have two hangers on both the bottom edge and side edge.

I. Penetrations 1. All Penetrations are to be flashed according to GAF®, ARMA and NRCA application

instructions and construction details.

J. Skylights and Roof Hatches 1. Consult the manufacturer of the skylight or roof hatch for specific installation

recommendations.

2. Skylights and roof hatches shall be installed with pre3fabricated metal flashings specifically designed for the application of the unit.

3.05 VENTILATION

A. General 1. Ventilation must meet or exceed current F.H.A., H.U.D. and local code requirements.

B. Ridge / Soffit ventilation 1. Calculate the total length of TruSlate™ Ridge Vent® needed. This will determine the

necessary slot opening required.

2. Roofs without a ridge boardRcut a 7/8” opening along the ridge on each side.

3. Roofs with a ridge boardRcut a 135/8” opening along the ridge on each side. Note: The total maximum slot opening is 331/4” wide.

4. Mark off and cut the slot openingR Ensure thatR • The ends of the opening stop at least 6” from end walls.

• The ends of the opening stop at least 12” from hip and ridge intersections or chimneys.

5. Where short ridges (dormers, ridge intersections) are used mark and cut the slot and ensure that the end of the opening stops at least 12” from the ridge intersection

6. Install ridge vent material along the entire length of ridges, including uncut areas. Note: cover exposed fastener heads with exterior grade caulk.

7. Butt ends of ridge vent material together and cover joints with 6” strip of self3adhering leak barrier. Note: Leave a 1/8” gap between ridge vent sections for installations in cold climates.


8. Install under eave vents with sufficient quantity of Net Free Area (NFA) to equal or exceed the ridge vent Net Free Area (NFA).

9. Install hip and ridge slates over ridge vent material; use nails of specified length; do not drive nails home, leaving 3/4 inch (19 mm) space open between hip and ridge and roof slates.

C. Roof Louvers: 1. Cut vent hole through sheathing as specified by the manufacturer for the type of vent to be

installed.

2. Install a 36 inch (914 mm) square of leak barrier, centered around the hole

3. Install according to manufacturers instructions for flashing vent penetrations

4. Install eave vents in sufficient quantity of Net Free Area (NFA) to equal or exceed the exhaust vent Net Free Area (NFA), calculated as specified by manufacturer.

D. Powered Ventilators: 1. Cut vent hole through sheathing as specified by the manufacturer for the type of vent to be

installed.

2. On rooftop applications, install a 36 inch (914 mm) square of leak barrier, centered around the hole

3. Install according to manufacturers instructions for flashing vent penetrations

4. Install eave vents in sufficient quantity to equal or exceed the exhaust vent area, calculated as specified by manufacturer.

3.06 PROTECTION

A. Protect installed products from foot traffic until completeion of the project.

B. Any roof areas that are not completed by the end of the workday are to be protected from oisture and contaminants.

END OF SECTION

1

A4.10

3

A4.10

2

A4.10

1

A5.00

2

A5.00

4

A5.00

3

A5.00

A6.006

7

8

5

ASK101

ASK11

1

1'-8" 7'-4" 1'-8" 7'-4" 1'-8" 7'-4" 1'-8" 2'-6" 2'-4" 6'-5" 28'-8" 6'-5" 2'-4" 2'-6" 1'-8" 7'-4" 1'-8" 7'-4" 1'-8"

TICKET OFFICE

002

MECHANICAL /JANITOR

008

WOMEN'S TOILET

006

MEN'S TOILET

007

1'-3 1/4"

12'-9 7/8"2'-2 5/8"

1'-5 1/2"

1'-0" 35'-11 1/2" 1'-5 1/2" 15'-0 1/2"

1'-3 1/4"

21'-11" 28'-8" 21'-11"

1'-8"7'-4" 1'-8" 2'-6" 3'-4" 5'-5" 28'-8" 5'-5" 3'-4" 2'-6" 1'-8" 7'-4"

1'-8"

72'-6"

CORRIDOR

005

1'-3 1/4"

4'-10 3/4"

7'-2 3/4"

1'-6 1/2"

9'-9 1/2"

1'-3 1/4"

1'-3 1/4"

8'-4"

15'-1 1/2"

1'-3 1/4"

8"

002

004

003

007006

008

005

001A

002A

CLOSET

002A

2'-10 3/4"

3'-0"

4'-1 3/8"

7'-0"

4'-5 3/8"

5'-6 3/4"

1'-3 1/4"

3"

WAITING

001

MECHANICAL

004

TOILET

003

15'-6" 41'-6" 15'-6"

TYP.

SF1SF2

HM1

TYP.

SF4

SF4

SF5

SF2SF1

SF3

SF1L1L1SF1001

SIM. SIM.

SIM.

F.E.C.

F.E.C.656.20

FINISH FLOOR

9' BENCH - TYPICALT

T

2'-10"

3'-4"

5'-0"

3'-4"

4'-3 1/4"

6'-2 1/4"

2'-0"

1'-6 1/4"

2'-0"

2'-1" 3'-0 1/2" 3'-0"

1'-11 1/4" 3'-4"

1'-7"

ALUMINUM FENCE GUARDRAIL - SEE DETAIL 13/A3.10

6'-8" 6'-5"

21'-2 1/2"7'-10 1/2"

7'-10 1/2"

21'-2 1/2" 3'-5 1/2" 4'-5"3'-5 1/2"4'-5"

S3F(1)

S3F(1)

S3F

S3F

S3F

S3F

S3(1)

S3F(1)

S3(1)

S3F

M8-S(1)

M8-S(1)

S3F

S3(1)

S1(1)

S1(1)

S3F ABOVE

S3(1)

S1(1)S3F

ABOVE

S6(1)S6(1)

6'-3"

ASK9

1

ASK9

1

OPH.

SIM.ASK9

1

11

A3.10

11

A3.10

PLANTER PLANTER

N

PROJECT NUMBER

DATE OF ISSUE

2015 Spring Rd., Ste., 175

Oak Brook, Illinois 60523

P. 630.990.3535

F. 630.990.3541www.legat.com

Legat Architects

159th & CiceroOak Forest, IL

60452

1/8" = 1'-0"

City of Oak Forest

OAK FOREST

NEW METRA

TRAIN

STATION

207076.00

07/18/12

ASK8

PARTIAL FLOOR PLAN@ REVISED DISPLAYCASES

1/8" = 1'-0"1

PARTIAL FIRST FLOOR PLAN - MAIN STATION

PRECAST CONCRETE ARCHCAST IN BASE 12" PRECASTWALL PANEL

3" RIGID INSULATION

3 5/8" METAL STUDFURRING AT 16" O.C.

5/8" GYPSUM BOARD OVER 6" METAL STUDS.

ALUMINUM STOREFRONT ANDGLAZING SYSTEM

1 X 4 OAK STRIP WOOD ARCH,STEAM TO CONFORM TO CURVE

1X4 CONTINUOUS FINISHED OAK DISPLAYCASE FRAME

3"

11"

1' - 1 1/4"

4"11 1/4"

CONTINUOUS BACKER RODAND SEALANT BOTH SIDES

SHIM AS REQUIRED

CONTINUOUS BATT INSULATION

CURVED 5/8" EXTERIOR GYPSUM SHEATHING

CURVED PORTLAND CEMENT HARDCOATPLASTER SYSTEM

8" PRECAST CONCRETE WALLPANEL WITH MANKATO STONEFORM LINER BELOW

WOOD SILL BELOW

1/2"

1 x 4 OAK TRIM BOARD - STAIN , TYPICAL- CURVED TO MATCH WOOD ARCH

1 X 12 OAK WOOD, STEAM TOCONFORM TO CURVE

CONTINUOUS SEALANT

2'-0"

CURVED TREATED WOOD BLOCKING3 1/2"

8"

3'-2"

WOOD WAINSCOT WITH 1x4 TRIM (BELOW) - TYPICAL

LIQUID APPLIED WEATHER BARRIER

5/8" GYPSUM BOARD -PAINTED, OVER 6" METALSTUDS.

1 3/4"

1'-5 1/8"

+/- 9 3/4"

CUSTOM, BUILT-IN DISPLAYCASE WITH ADJSUTIBLESHELVES

FULL GLASS SLIDINGDISPLAY CASE DOORS WITHLOCKS IN ALUMINUM FRAME

3 1/2"3 1/2"

1 1/4"

1 1/4"

TACKABLE SURFACE

6'-3" @ SIMILAR CONDITION

4'-5" OUT TO OUT OF WOOD FRAME

5'-10 1/2" @ SIMILAR CONDITION

4'-0 1/2" INSIDE OF DISPLAY CASE

N

PROJECT NUMBER

DATE OF ISSUE



P. 630.990.3535


Legat Architects


60452

1 1/2" = 1'-0"

City of Oak Forest

OAK FOREST

NEW METRA

TRAIN

STATION

207076.00

07/18/12

ASK9

REVISED PLAN DETAIL@ WAITING ROOMDISPLAY CASE

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

PLAN DETAIL @ WAITING ROOM/ DISPLAY CASE

1x4 OAK TRIM BOARD

GYPSUM WALL BOARD - PAINT

ALUMINUM STOREFRONTAND GLAZING SYSTEM

1x4 OAK TRIM BOARD (TYPICAL)

CUSTOM BUILT-IN DISPLAYCASE WITH ADJUSTABLESHELVES

CURVED GYPSUM BOARDCEILING

WOOD DOOR IN HOLLOWMETAL FRAME

DRINKING FOUNTAIN

1

ASK12

SIM.

WOOD BEAD BOARDWAINSCOT - PAINT

3'-6"

3'-6"

6'-3"

1x4 OAK TRIM BOARD TOFRAME AROUNDDRINKING FOUNTAIN

N

PROJECT NUMBER

DATE OF ISSUE



P. 630.990.3535


Legat Architects


60452

1/4" = 1'-0"

City of Oak Forest

OAK FOREST

NEW METRA

TRAIN

STATION

207076.00

07/18/12

ASK10

REVISED WAITINGEAST INTERIORELEVATION @DISPLAY CASES

1/4" = 1'-0"1

INTERIOR ELEVATION @ WAITING EAST

GYPSUM WALL BOARD - PAINT

ALUMINUM STOREFRONTAND GLAZING SYSTEM

WOOD ARCH

GYPSUM WALL BOARD SOFFIT

CUSTOM DISPLAY CASE -TYPICAL

TERRAZZO BASE - TYPICAL

11'-4"

11'-4"

29'-9 3/4"

1

ASK12

1

ASK12

DIFFUSER- SEE MEP PLANS(TYPICAL)

EQ.

EQ.

EQ.

EQ.

EQUALEQUAL EQUAL EQUAL

WOOD BEAD BOARDWAINSCOT - PAINT

1x4 OAK TRIM BOARD

N

PROJECT NUMBER

DATE OF ISSUE



P. 630.990.3535


Legat Architects


60452

1/4" = 1'-0"

City of Oak Forest

OAK FOREST

NEW METRA

TRAIN

STATION

207076.00

07/18/12

ASK11

REVISED WAITINGSOUTH INTERIORELEVATION @DISPLAY CASES

1/4" = 1'-0"1

INTERIOR ELEVATION @ WAITING SOUTH

T/ FINISHED FIRST FLOOR SLAB0"

5/8" GYPSUM BOARD OVER 6" METALSTUDS - PAINT.

1" WIDE OAK BASE FRAME BASE ON 6"METAL STUDS

TERRAZZO BASE

6" METAL STUDS.

5/8" GYPSUM BOARD ON 6"METAL STUDS- PAINT.

3 1/2"

5'-2 1/2"

3 1/2"

3'-2 1/2"

(3) ADJUSTABLE OAK SHELVES ONSTANDARDS

OAK DISPLAY CASE WITH OAK ADJUSTABLESHELVES ON STANDARDS

LINE OF GYPSUM BOARD CEILING

1X4 WIDE CONTINUOUS OAK TRIM

SLIDING GLASS DOORS WITH LOCKS INALUMINUM FRAME

9'-0"

PROVIDE BLOCKING AS REQUIRED

1 1/4"

DIFFUSER CENTERED BELOW DISPLAY CABINET - SEEMEP DRAWINGS

6"4"

1 x 4 OAK TRIM BOARD - STAIN - TYPICAL

WOOD BEAD BOARD WAINSCOT - PAINT - TYPICAL

5/8" GYPSUM BOARD OVER 6" METAL STUDS

TACKABLE SURFACE

1 1/4"

N

PROJECT NUMBER

DATE OF ISSUE



P. 630.990.3535


Legat Architects


60452

3/4" = 1'-0"

City of Oak Forest

OAK FOREST

NEW METRA

TRAIN

STATION

207076.00

07/18/12

ASK12

DISPLAY CASESECTION

3/4" = 1'-0"1

DISPLAY CASE SECTION

2' -

10"

3' -

4"

19' -

10"

6S3.00

5S3.00

15' - 6"

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

6S3.00 6

S3.00

6S3.00

F5.0

4S3.00

(653.25')

2' -

0"

8"

2' - 6" 2S3.00

1S3.00

3S3.01

SIM

T/WALLEL = 654.4'

T/WALLEL = 656.3'

T/FTGEL = 649.0'

T/FTGEL = 650.5'

T/WALLEL = 656.5'

5' - 2"5' - 5"

2

2

22

?

SIM

2

PROJECT NO

DATE OF ISSUE24 North Chapel StreetWaukegan, IL 60085

847.662.3535 847.249.0398www.legat.com

P. F. SSK-6

21090291.000

7/24/12

Owner

OAK FOREST TRAIN STATION

FOUNDATION PLAN

T2

T5 TRUSSES @ 16" OC

SEENOTE 10

SEENOTE 10

T1 T

RU

SSES

@ 2

4" O

C M

AX

9S4.00

T2T2PRECAST SHEAR WALL TOBE DESIGNED TO RESIST A

40 PLF LATERAL LOAD

APPLIED AT TOP OF WALL.

RIDGE

SEENOTE 10

OVERBUILD FRAMING W/(2) LAYERSOF 1/4" PLYWOOD SHEATHING TOACHIEVE CURVED ROOF PROFILE.

SEE ARCH DWGS 1/A400 AND 1/A800

2

PROJEC

T NO

DAT E O

F ISSUE

24 No rth C

hapel StreetW

au kegan, IL 6 0085847.6 62.3535

847.2 49.0398w

ww

.legat.co mP.

F.S SK- 7 2109029 1.000

7/2 4/12Owne r

OAK FOREST TRAIN ST ATION

ROO F FRAMIN G PLAN

F5.0F5.0

5S3.00

6S3.00

26' -

0"

TYP2' - 6"

8"

TYP2' - 6"

8"

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

15' - 6" 6' - 5"1' - 8" 7' - 4"

5' -

3"

3' -

4"

12' -

0"

3' -

4"

6' -

1"

4' -

8"

15' - 6" 6' - 5"

6S3.00

6S3.00

6S3.00

(653.25')(653.25')

6S3.00

1' - 8"

8"2' -

0"

11"

3S3.01

T/WALLEL = 654.4'

T/WALLEL = 656.3'

T/FTGEL = 648.75'

T/WALLEL = 656.5'

2

2

2

2

2

2

T/FTGEL = 649.0'

2

PROJECT NO


847.662.3535 847.249.0398www.legat.com

P. F. SSK-8

21090291.000

7/24/12

Owner


FOUNDATION PLAN

3S3.00

6' - 5" 3' - 0 1/2" 22' - 7" 3' - 0 1/2" 6' - 5"

6S3.00

6S3.00

8"6S3.00 2'

- 0"

11"

1S3.01

T/FTGEL = 647.45'

T/WALLEL = 656.3'T/WALLEL = 654.9'

T/WALLEL = 654.4' T/WALL

EL = 654.4'T/WALLEL = 654.4'

2

PROJEC

T NO

DATE O

F ISSUE

24 North C

hapel StreetW

aukegan, IL 60085847.662.3535

847.249.0398w

ww

.legat.comP.

F.SSK-9 21090291.000

7/24/12Owner


FOUNDATION PLAN

F5.0F5.0

TY

P1'

- 4

"

8S3.00

(653.25') (653.25')

4S3.01

6' -

0"

SP

UR

TR

AC

KS10

' - 2

"

T/WALLEL = 655.5'

2

T/WALLEL = 655.5'

2

PROJECT NO


847.662.3535 847.249.0398www.legat.com

P. F. SSK-10

21090291.000

7/24/12

Owner


FOUNDATION PLAN

TRAC

KS

20' -

7 1

/2"

10' -

0"

51'-6"

4' -

6"1'

- 0"

1' -

0"

T/WALLEL = 656.8'

T/WALLEL = 656.8'(NOTE 1)

T/WALLEL = VARIES

T/WALLEL = 656.25

T/WALLEL = 654.35'

T/FTGEL = 656.25'

5S3.01 ALIGN WITH WEST

SIDE OF LANDING2

2

2

PROJEC

T NO

DAT E O

F ISSUE

24 No rth C

hapel StreetW

au kegan, IL 6 0085847.6 62.3535

847.2 49.0398w

ww

.legat.co mP.

F.SS K-1 1 2109029 1.000

7/2 4/12Owne r

OAK FOREST TRAIN ST ATION

FOUN DATION PLAN

1.SEE C3.10 FOR ELEVATIONS. MAINTAIN T/WALL 0.17 ABOVE PAVEMENT.

2

Date: July 30, 2012 SECTION 00902 BIDDING AND · PDF file207076.00 ADDENDUM NUMBER 2 00902 4...

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Transcript of Date: July 30, 2012 SECTION 00902 BIDDING AND · PDF file207076.00 ADDENDUM NUMBER 2 00902 4...