Montabella S1 Addendum 2 19.02.08.pdf

PDF 5 MB Posted Feb 11, 2019

Attached to: Bid Advertisment
Solicitation number: RFP-MOCS-190000000889-3
Issued by: Macomb County, Michigan

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Written by GovTribe AI · Feb 6, 2025

This is Addendum No. 2 for the Montabella Community Schools Addition & Renovation Series 1 project issued by The Christman Company and Tower Pinkster architects. The addendum includes changes to multiple bid categories with bids due on February 12, 2019 at 2:00 PM for earthwork/site utilities, structural concrete, masonry, steel, general trades, painting, signage and mechanical work, and February 14, 2019 at 2:00 PM for roofing, metal panels, glass, drywall & ceilings, flooring and electrical work. Key modifications include clarifications on pipe sizes, foundation details, door and frame specifications, revised wall sections, EIFS construction details, and changes to electrical and security system requirements.

The addendum includes multiple technical clarifications like changing specifications for water-drainage exterior insulation finish systems (EIFS), revising formed metal wall panel colors, omitting impact resistant gypsum board requirements, and modifying electrical details for security access panels and communications conduits. Numerous Request for Bid Clarification (RBC) responses are provided addressing questions about storm sewer specifications, door hardware, ceiling connections, and various other construction details. The addendum must be acknowledged on the Bid Proposal Form and incorporated into the Contract Documents.

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addendum 2.4.19.docx	DOCX document	Feb 11, 2019
Montabella S1 Section 00025 Advertisement for Bids (1).pdf	PDF	Feb 11, 2019

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A d d e n d u m N o . 2

The Christman Company 208 N Capitol Ave Lansing, MI 48933 Phone 517-482-1488 Fax 517-482-3520

Project Name: Montabella Community Schools Addition &

Renovation Series 1

Project No.: 217303

Architect: Tower Pinkster

Date: 2/8/19

Bid Package No.: 1

Bid Due Date: 2/12/19 at 2:00pm and 2/14/19 at 2:00pm

Bids due 2/12/19 at 2:00 PM

i. WC 02 Earthwork/Site Utilities

ii. WC 10 Structural Concrete

iii. WC 11 Masonry

iv. WC 12 Steel

v. WC 20 General Trades

vi. WC 24 Painting

vii. WC 25 Signage

viii. WC 27 Mechanical

Bids due 2/14/19 at 2:00 PM

i. WC 14 Roofing

ii. WC 15 Metal Panels

iii. WC 18 Glass

iv. WC 21 Drywall & Ceilings

v. WC 22 Flooring

vi. WC 28 Electrical

This Addendum is issued to inform the bidders of modifications in the scope of work being bid for this project.

A. Design documents included in this Addendum:

Tower Pinkster Coversheet

Specification Sections: None

Drawings: C 102, S 101C, A 301, A 325, A 326, A 501, A 510, A 810, ED 101E, E 101C, E

401, E 501

C. Other documents and modifications:

Request for Bid Clarifications 17-20, 22-25, 27-33

General Clarifications

a. Owner’s existing locks are Sargent LG keyway.

b. Reference specification section 123216 Part 2.6.G.2. Revise this to read “Provide locks as indicated on drawings”.

The Christman Company 208 N Capitol Ave Lansing, MI 48933 Phone 517-482-1488 Fax 517-482-3520

Work Category Clarifications

a. WC 02 – Earthwork and Site Utilities

Reference WC 02 Specific Note 12. 22A, 21AA and 23A are all acceptable materials for the laydown area. Topsoil removed for this should be hauled offsite. Also, this area is to remain at project completion for the owner’s use, and does not need to be restored as part of this project.

b. WC 11 – Masonry

Install anchor bolts, furnished by WC 20, at top of walls. Similar to detail 2D/A 321.

c. WC 14 – Roofing

Patch roof at new penetration per keyed note 15/AD 101D.

d. WC 18 – Glass & Glazing

Add specification section 088300 Mirrors.

Furnish and install mirrors including trims and fasteners.

e. WC 20 – General Trades

Delete spec section 088300 Mirrors.

Add related work by others: “Mirrors by WC 18”.

Reference WC 20 Specific Note 6. This should reference typical details on A 623.

Reference WC 20 Specific Note 13. This trade to furnish anchor bolts at top of walls where nailers connect. WC 11 will install.

Keyed Note 15/AD 101D by others.

f. WC 21 – Drywall & Ceilings

Furnish and install EIFS and furring and gyp board behind in base bid. Alternate 1 would need to include a deduct for the base bid EIFS as it wouldn’t be needed if the alternate is taken.

This trade responsible for framing for baffles at Jr/Sr High office. Reference details on A

623.

Furnish and install flashing at bottom of EIF, per detail 22/A 325.

g. WC 27 – Mechanical

This trade responsible for cutting opening in roof and roof structure per keyed note 15/

AD 101D. Patching of roof is by WC 14.

D. Bids are due sealed and delivered at the dates listed below for the trades listed below

Bids due 2/12/19 at 2:00 PM

i. WC 02 Earthwork/Site Utilities

ii. WC 10 Structural Concrete

iii. WC 11 Masonry

iv. WC 12 Steel

v. WC 20 General Trades

vi. WC 24 Painting

vii. WC 25 Signage

viii. WC 27 Mechanical

Bids due 2/14/19 at 2:00 PM

i. WC 14 Roofing

The Christman Company 208 N Capitol Ave Lansing, MI 48933 Phone 517-482-1488 Fax 517-482-3520

ii. WC 15 Metal Panels

iii. WC 18 Glass

iv. WC 21 Drywall & Ceilings

v. WC 22 Flooring

vi. WC 28 Electrical

Acknowledge receipt of this Addendum on the Bid Proposal Form.

The applicable provisions of the Contract Documents shall govern all work included herein unless specifically noted otherwise.

END OF ADDENDUM NO. 2

1. DI pipe size is 18". The size was inadvertently not included in the note. The inverts and slope are indicated on the plan.

2. 22A is not an acceptable alternate for 21AA under HMA pavement. 22A could be used in lieu of 21AA for the laydown area not 23A.

Jeff Brinks, P.E. 02/06/19

RBC # 18

REQUEST FOR BID CLARIFICATION

Project: Montabella Series 1

Date: 1/20/19

Requested by: Clyde Place

Company: Bud Percha Painting

Subject: Alternate No. 3 RTU Painting

Drawing:M 501

Spec Section: 012300

Information Requested:

Spec Section 012300 Part 3.1.C notes "Alternate No. 3 - Field Painting of Mechanical Rooftop Units: If Alternate No.

3 is accepted, omit field painting of mechanical rooftop units and provide mechanical rooftop units with factory finish, color as selected from manufacturer's full range." However, M 501 AHU notes state "Unit Color: Provide unit with custom color equal to Duranar XL Coating 79 Autumwood Metallic." M501 seems to state that factory coating is base bid, and field painting would be the alternate. Please confirm the intent. Also, is there a spec for the field painting? We do not see any additional information other than what is listed above and section 099113 Exterior

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidclarifications\RBC 18 bwesterlund Text Box Omit Alternate #3. To be revised for Addendum #2.

bwesterlund Stamp bwesterlund Text Box 2.7.2019

RBC # 19

Project: Montabella Series 1

Date: 1/20/19

Requested by: Jamie Erbes

Company: Christman

Subject: Detail 16/S 201

Drawing:S 101C, S 201

Spec Section: N/A

Information Requested:

S 101C notes to see details S201/14, S201/15 & S201/16 under the Structural Foundation Schedule. There is no detail 16/S 201. Please advise.

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidclarifications\RBC 19 bwesterlund Text Box Notes should refer to Details S 201/13, S 201/14 & S 201/15. See Addendum #2.

bwesterlund Stamp bwesterlund

(GORDY SIBLE) 2.7.2019

Dan Otis Typewritten Text 01-29-2019

Dan Otis Typewritten Text Daniel Otis

Dan Otis Typewritten Text Architectural Openings & Access

Dan Otis Typewritten Text Door Opening 128D - Frame type 16/A510

Dan Otis Typewritten Text

1. On the door schedule it indicates that frame type 16/A510 is to be aluminum at door 128D but on on elevation 16/A510 it indicates this is a hollow metal frame. Elevation G/A301calls this aluminum.

- Please clarify if the opening door and frame is to be aluminum or hollow metal.

jerbes Typewritten Text jerbes Typewritten Text 2/8/19 jerbes Typewritten Text A 501, A 510, A 301 bwesterlund Text Box Door & Frame should be Aluminum. See Addendum #2.

bwesterlund Stamp bwesterlund Date

01-29-2019

Dan Otis Typewritten Text Daniel Otis

Dan Otis Typewritten Text Architectural Openings & Access

Dan Otis Typewritten Text Door Opening 132A, 132B, and Elevation 18/A510

Dan Otis Typewritten Text A101E

Dan Otis Typewritten Text

1. On the door schedule at opening 132A it indicates an existing door with a HM frame type 1.

- Please confirm that this is a new frame and hardware with the doors being reused.

- Please clarify the fire rating on this opening. If this opening is fire rated then confirm that the existing door is already fire rated to meet the project requirements.

2. Elevation 18/A510 - hollow metal borrowed light.

- Please clarify the fire rating on this framed opening.

3. Sheet A101E - to the far right in area F is shows a door number 132B. On the door schedule it calls for a door similar to 132A.

- Please answer the same questions asked above for this openings as asked for 132A.

jerbes Typewritten Text jerbes Typewritten Text 2/8/19 bwesterlund Text Box

1. Frame is to remain existing w/ new hardware. According to the existing drawings the door has a 20 min fire rating.

2. 45 min. fire rating.

3. Same as answer to question 1.

See Addendum #2 for clarifications.

bwesterlund Stamp

01-29-2019

Dan Otis Typewritten Text Daniel Otis

Dan Otis Typewritten Text Architectural Openings & Access

Dan Otis Typewritten Text Existing Doors & Frames

Dan Otis Typewritten Text

1. In the door schedule it indicates that door numbers 131A and 131B are existing doors and frame that get new door hardware.

- Please indicate if these existing doors and frames are aluminum openings or hollow metal openings.

The answer will dictate is the are to be included in work category 18 - Aluminum or 20 - General Trades.

jerbes Typewritten Text jerbes Typewritten Text 2/5/19 bwesterlund Text Box Aluminum.

bwesterlund Date

Stamp

01-29-2019

Dan Otis Typewritten Text Daniel Otis

Dan Otis Typewritten Text Architectural Openings & Access

Dan Otis Typewritten Text Detail H4/A510

Dan Otis Typewritten Text

1. Detail H4 on A510 indicates a 8" hollow metal frame width as detailed but it is not called out on the door schedule for use at any door frame.

- Please indicate which door openings are to have detail H4/A510 if any.

jerbes Typewritten Text jerbes Typewritten Text 2/5/19 bwesterlund Text Box Omit Details H4 & J4 from the project. See Addendum #2.

bwesterlund Stamp

01-31-2019

Dan Otis Typewritten Text Daniel Otis

Dan Otis Typewritten Text Architectural Openings & Access

Dan Otis Typewritten Text Door Opening 129

Dan Otis Typewritten Text

1. On the floor plan at door opening 129 it shows an unequal pair of door.

- Please clarify the width of each door in this unequal pair.

jerbes Typewritten Text A 801 jerbes Typewritten Text jerbes Typewritten Text 2/8/19 bwesterlund Text Box Door 129 is to have (1) 4'-0" wide leaf & (1) 2'-0" wide leaf. Clarified on Addendum #2.

bwesterlund Date

RBC # 27

Project: Montabella Series 1

Date: 2/5/19

Requested by: Dan Schuman

Company: D&D Building

Subject: Wood Ceiling Connection

Drawing: A 201C

Spec Section: N/A

Information Requested:

118 Entry and 101 Vestibule have the wood feature ceiling. Please confirm that the connection detail 8/A201C with the ledger board is the same at the opposite wall. It appears to be drawn differently

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidclarifications\RBC 27 bwesterlund Text Box Yes, both sides will use the same connection detail as shown in Detail 8/A 201C.

bwesterlund Stamp

RBC # 28

Project: Montabella Series 1

Date: 2/6/19

Requested by: Jason Hayes

Company: Bouma

Subject: Entry Canopy Overhang Sheating

Drawing: A 326

Spec Section: N/A

Information Requested:

Reference detail 24A/A 326. This shows vertical gyp board running behind the 3 5/8" CFMF and through the attachment clips. Constructability is not feasible for this. Please advise.

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidrfis\RBC 28 bwesterlund Text Box Exterior grade Gyp. Bd. location & wall construction to be revised. See Addendum #2 for revisions.

bwesterlund Date

RBC # 29

Project: Montabella Series 1

Date: 2/6/19

Requested by:

Company: General Trades Bidders

Subject: Roof Nailer Insualtion

Drawing: A 324

Spec Section: N/A

Information Requested:

Details on roof nailers, similar to 15A/A 324, show insulation under the nailer at the top of the walls. Is this necessary? It doesn't seem necessary as the wall is insulated and this is above the roof. This is a cost that could be

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidrfis\RBC 29 bwesterlund Text Box Yes, it is necessary to meet the energy code.

bwesterlund Stamp

RBC # 30

Project: Montabella Series 1

Date: 2/6/19

Requested by: Edmore Electric

Company: Edmore Electric

Subject: Electrical Clarifications

Drawing: E 101C, E 401

Spec Section: N/A

Information Requested:

1. On E 101C, there are a number of lines spanning through, between Vestibule 101 and Entry 118 with notes 5 and

8. It's not really clear how many, and which are to be underground or overhead. Please clarify.

2. Light Fixture Schedule on E 401 includes FV7 but we can't locate this in the building on the lighting plans. Please

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidrfis\RBC 30 ksager Text Box

1. (2) 4" COMMUNICATION CONDUIT TO BE BETWEEN VESIBULE 101 AND ENTRY 118 OVERHEAD WITHIN WALL SECTION. POWER CONDUIT TO BE UNDER FLOOR SLAB.

2. TYPE FV7 - OMIT.

ksager Image ksager Text Box 02/08/19 bwesterlund

Kevin Sager

RBC # 31

Project: Montabella Series 1

Date: 2/6/19

Requested by: Jamie Erbes

Company: The Christman Company

Subject: Security Panel & Power

Drawing: ED 101E

Spec Section: N/A

Information Requested:

1. ED 101DE has note 2 which is to relocate security access panel in IDF room. There doesn't seem to be a location on E sheets. Presumably, the location is in the MDF room shown on TC 901F. However, this shows a new security panel to be provided under separate security contract. Please clarify which is correct.

2. We spoke with Brett about this, and he said that the security (whether new or relocated) panel in the MDF room would need new power. New power for this does not show up on E sheets. Please advise.

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\montabellaprebidrfis\RBC 31 ksager Text Box

1. NOTE #2 ON ED 101DE CHANGED. SEE TECHNOLOGY CONTRACTOR FOR DETAILS IN REFERENCE TO EXISTING ACCESS CONTROL PANEL SHOWN IN ED 101 DE.

2. NEW SECURITY PANEL (120V) SHOWN IN TC 901F TO BE FED FROM EXISTING PANEL "A" IN SAME SPACE. PROVIDE (1) 3" COMMUNICATIONS CONDUIT FOR SECURITY PANEL PER TECHNOLOGY CONTRACTOR. PROVIDE (1) 1" CONDUIT FOR ROUGH-IN GANG BOX AT 7'-6" FOR NEW SECURITY PANEL AND QUAD RECEPTACLE BELOW. PROVIDE 20A BREAKER. MATCH WITH BREAKER TYPE IN EXISTING PANEL "A". REFERENCE E 501 LOAD SHEET.

ksager Image ksager Text Box 02/08/19 bwesterlund

Kevin Sager

RBC # 32

Project: Montabella Series 1

Date: 2/7/19

Requested by: Jason Haynes

Company: Bouma

Subject: EIFS Clarifications

Drawing: A 325

Spec Section: 072419

Information Requested:

1. Section 22/A 325 calls for EIFS on 5/8" gyp board and 7/8" metal furring. The furring seems unnecessary. Could this be eliminated to save costs?

2. On that same section 22/A 325, there is no flashing shown at the bottom of the EIFS. What is to close that wall cavity from bugs, etc. getting up into the bottom of it?

3. Spec section 072419 Part 2.3.D calls for 2.5" insulation unless indicated otherwise. Part 3.1.E.1 calls for 5" thick insulation.

Drawing section 22/A 325 seems to be 2.5". Please clarify.

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\RBC 32 bwesterlund Text Box

1. The furring is necessary to minimize penetrations in to CMU for future considerations.

2. Bottom of EIFS was intended to have to flashing. See Addendum #2.

3. 3" of XPS, see Addendum #2.

bwesterlund Date

RBC # 33

Project: Montabella Series 1

Date: 2/7/19

Requested by: Jason Haynes

Company: Bouma

Subject: Impact Resistant Drywall

Drawing: N/A

Spec Section: 092900

Information Requested:

Spec section 092900 Part 3.1.B.3 calls for impact resistant gyp board at all locations to 4' AFF. The only new gyp board walls are in the office areas that aren't typically high abuse areas. Please confirm this is necessary.

Date needed: 2/8/19

Response:

Replied by & Date:

The Christman Company 21 Michigan Street Ste 555 Grand Rapids, MI 49503

Phone: 616-608-0262 Fax: 616-608-0263 C:\Users\aorr\Downloads\RBC 33 bwesterlund Text Box Omit Impact Resistant gyp. board from spec. See Addendum #2.

bwesterlund Stamp

Nurturing curiosity through design since 1953 • towerpinkster.com

ADDENDUM NO. 2

DATE OF ADDENDUM ISSUANCE: February 8, 2019

PROJECT: Montabella Community Schools Additions & Renovations

1456 E. North County Line Rd.

Blanchard, Michigan 49310

OWNER: Montabella Community Schools

ARCHITECT’S PROJECT NO.: 17.134.00

ORIGINAL ISSUANCE DATE: January 14, 2019

SCOPE OF WORK

This Addendum includes changes to, or clarifications of, the original Bidding Documents and any previously issued addenda, and shall be included in the Bid. All of these Addendum items form a part of the Contract Documents. The Bidder shall acknowledge receipt of this Addendum in the appropriate space provided on the Bid Form. Failure to do so may result in disqualification of the Bid.

DOCUMENTS INCLUDED IN THIS ADDENDUM

This Addendum includes 3 pages of text and the following documents:

• Bidding Documents: None

• Contract Conditions: None

• Specification Sections: None

• Sketches: None

• Drawings: C 102, S 101C, A 301, A 325, A 326, A 501, A 510, A 801, ED 101E, E 101C, E 401, E501

CHANGES TO PREVIOUSLY ISSUED ADDENDA

None.

CHANGES TO BIDDING REQUIREMENTS

None.

CHANGES TO CONTRACT CONDITIONS

None.

2.8.2019 Addendum No. 2 // Montabella Community Schools Additions & Renovations // 17.134.00 2

CHANGES TO SPECIFICATIONS

ADD-2 Item No. S-1 - Alternates

Refer to Specification Section 01 2300 "Alternates." Omit Alternate No. 3 in paragraph 3.1-C.

ADD-2 Item No. S-2 - Water-Drainage Exterior Insulation and Finish System (EIFS)

Refer to Specification Section 07 2419 "Water-Drainage Exterior Insulation and Finish System (EIFS)." Replace paragraph 2.3-D with the following:

D. Extruded Polystyrene Board: ASTM C 578, Type X, minimum compressive strength of 15-psi (104-kPa).

1. Maximum flame-spread and smoke-developed indexes of 25 and 450.

2. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly.

3. Thermal Resistivity: 5.0 deg F x h x sq. ft./Btu x in. at 75 deg F (34.7 K x m/W at 24 deg C).

4. Dimensions: Provide insulation boards of not more than 24 by 48 inches (610 by 1219 mm), with thickness indicated on Drawings.

a. Board Thickness: 3 inches(76 mm) unless indicated otherwise.

Replace subparagraph 3.1-E-1 with the following:

1. Insulation Thickness: 3 inches (76 mm) unless indicated otherwise.

ADD-2 Item No. S-3 - Formed Metal Wall Panels

Refer to Specification Section 07 4213.13 "Formed Metal Wall Panels." Replace subparagraph 2.2-B-5 with the following:

5. Color: One of the following:

a. ATAS International, Inc.; Blue Zinc.

b. Innovative Metals Company, Inc.; Cerulean Shadow.

ADD-2 Item No. S-4 - Gypsum Board

Refer to Specification Section 09 2900 "Gypsum Board." Omit paragraph 2.3-D and subparagraph 3.1-B-3.

CHANGES TO DRAWINGS

ADD-2 Item No. D-1 - C 102 – Re-issued

Clarification of pipe size diameter.

ADD-2 Item No. D-2 - S 101C – Re-issued

Updated referenced detail numbers below foundation schedule.

2.8.2019 Addendum No. 2 // Montabella Community Schools Additions & Renovations // 17.134.00 3

ADD-2 Item No. D-3 - A 301 – Re-issued

Omit Metal Panel 2 (MP-2) from the project, per re-issued sheet.

ADD-2 Item No. D-4 - A 325 – Re-issued

Add flashing to bottom of EIFS construction.

ADD-2 Item No. D-5 - A 326 – Re-issued

Revise stud wall construction per re-issued sheet.

ADD-2 Item No. D-6 - A 501 – Re-issued

Revise Door Schedule.

Eliminate Details H-4/A 501 & J-4/A 501 from project.

ADD-2 Item No. D-7 - A 510 – Re-issued

Revise frame to read as Aluminum to match Door Schedule.

ADD-2 Item No. D-8 - A 801 – Re-issued

Clarify door 129 leaf sizes in Door Schedule, per re-issued sheet.

ADD-2 Item No. D-9 - ED 101E – Re-issued

Existing Security Access Panel in JR./SR. Reception 132 will not be relocated. Existing Security Access

Panel controls and associated equipment per Security Contractor.

ADD-2 Item No. D-10 - E 101C – Re-issued

Keynote 8 modified. Communication conduit to run “overhead within” wall section of Security Vestibule

101 and Atrium 118.

ADD-2 Item No. D-11 - E 401 – Re-issued

Lighting Schedule to omit Fixture Type FV7.

ADD-2 Item No. D-12 - E 501 – Re-issued

New Security Panel (120V) shown in TC 901F to be fed from Existing Panel “A” in same space. Provide (1) 3” communications conduit for New Security Panel per security contractor. Provide (1) 1” conduit for rough-in gang box at 7’-6” for New Security Panel and quad receptacle below. Provide 20A breaker. Match with breaker type in Existing Panel “A”.

END OF ADDENDUM.

10' - 0"

25' - 0"

13' - 7 3/4"

1' - 5 1/4"

6' - 10 1/2" 33' - 0"

31' - 3 1/4"

196' - 7 3/8"

BP1

WF2

W F

WF2

WF1

96' - 4" VIF

T/FTG

96' - 4"

T/FTG

96' - 4" VIF

T/FTG

95' - 0"

T/FTG

95' - 0" VIF

96' - 4" VIF

T/FTG

93' - 0"

T/FTG

93' - 0"

T/FTG

93' - 8" VIF

T/FTG

ALIGN BTM/FTG

W/ BTM/EXIST FTG

ALIGN BTM/FTG

W/ BTM/EXIST FTG

(2) #4 BARS WHERE

CONTROL JOINT IS

INTERRUPTED, TYP

WF2

SFSF

SF SF

U N

1' - 4"

10"

6 5/8"

10"

1' - 4"

3' - 4"

10"

3 1/4"

37' - 3 1/2"

3 7/8"

1' - 4"

5/ 8"

1/ 4"

3/ 4"

5/ 8"

/8 "10

1' - 4"

T/FTG

T/FTGT/FTG

96' - 0"

4 3/8"

T/ R A M

'-0

/R A M

'-0

T/RAM

P =

98'-0"

BTM

/RAM

P = 96'-0"

1' - 8"

1/ 4" 4"

1' - 0"

4 1/4"

S 202

1' - 0 1/4"14' - 4" 16' - 2 3/8"

S 202

TYP @ INSIDE W/

ELEV CHANGE

TYP @ STOREFRONT

TO GROUND

NEW FLOOR SLAB

RAMP

WF1

DEMO CMU FOUNDATION

WALL TO 8" BELOW

FINISHED FLOOR

#4 SMOOTH DOWELS,

12" LONG @ 18" OC,

EMBED 4" IN EXISTING

SLAB

(2) #5 DOWELS, 18" LONG,

INSTALL W/HILTI HIT-HY 200 W/6"

EMBEDMENT, CENTER IN EXISTING

FOOTING

T/FTG

97' - 4"W F

WF2

WF1

WF2

WF1

WF2

WF1

WF2

WF1

W F

WF1

97' - 4" 97' - 4"

97' - 4"

WF2

95' - 4"

SF (IF NECESSARY)

95' - 0"

T/FTG

96' - 4" VIF

T/FTG

25' - 10"

5' - 8"

1' - 8"

3/ 8"

3/ 8"6' - 7 5/8"

7' - 0 1/4"

7/ 8"

3/ 4"

S 202

Sim

(2) #4 BARS WHERE

CONTROL JOINT IS

INTERRUPTED, TYP

(2) #4 BARS WHERE

CONTROL JOINT IS

INTERRUPTED, TYP

(2) #4 BARS WHERE

CONTROL JOINT IS

INTERRUPTED, TYP

(2) #4 BARS WHERE

CONTROL JOINT IS

INTERRUPTED, TYP

BP1

T/BRICK LEDGE = 99'-4"

T/WALL = 100'-0"

T/BRICK LEDGE = 97'-4"

T/WALL = 98'-0"

T/BRICK LEDGE = 97'-4"

T/WALL = 98'-0"

T/BRICK LEDGE = 95'-4"

T/WALL = 96'-0"

T/BRICK LEDGE = 95'-4"

T/WALL = 96'-0"

T/BRICK LEDGE = 97'-4"

T/WALL = 98'-0"

T/BRICK LEDGE = 97'-4"

T/WALL = 98'-0"

T/BRICK LEDGE = 97'-4"

T/WALL = 98'-0"

T/BRICK LEDGE = 95'-4"

T/WALL = 96'-0"

T/BRICK LEDGE = 95'-4"

T/WALL = 96'-0"

22' - 8 5/8"

30' - 4 3/4"

1' - 4"

7/ 8"

1' - 4"

4" 1' - 4"

93' - 8"

93' - 0"

T/FTG

95' - 0"

T/FTG

25' - 0"

1' - 4"

13' - 10"

1' - 4"

95' - 0"

T/FTG

14' - 7 3/4" 1' - 4"

32' - 0 1/4"

S 202

Sim

33' - 5 5/8"

30' - 7 1/8"

S 202

Sim

95' - 0"

T/FTG

C5.1

C5.2

C5.3

C5.4

PLAN NOTES - FOUNDATION

1. FLOOR CONSTRUCTION, UNO: 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 WWF AND 3.5

LB/CY SYNTHETIC MACRO-FIBER REINFORCING. SEE TYPICAL SLAB-ON-GRADE CONSTRUCTION

DETAIL ON SHEET S201 FOR ADDITIONAL REQUIREMENTS. SLAB ON GRADE SHALL BEAR ON A

VAPOR BARRIER OVER MINIMUM OF 6" SAND.

2. MAX TOP OF SLAB-ON-GRADE ELEVATION = 100'-0". SEE PLAN FOR ELEVATIONS.

3. FOUNDATION WALL ELEVATION VARIES, SEE PLAN.

4. TOP OF FOOTING ELEVATION AS NOTED ON THE PLAN DRAWINGS. ALL EXTERIOR

FOOTINGS TO EXTEND MINIMUM OF 3'-6" BELOW FINISHED GRADE.

5. SEE GENERAL NOTES AND GEOTECHNICAL REPORT FOR DESIGN SOIL BEARING CAPACITY.

6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.

7. VERIFY LOCATIONS OF COLUMNS, WALLS, OPENINGS, ETC. WITH ARCHITECTURAL

DRAWINGS BEFORE PLACING FOUNDATIONS.

8. COORDINATE WITH ALL DRAWINGS FOR LOCATION OF OPENINGS, SLEEVES, AND UNDER

FLOOR PIPES, CONDUITS, DRAINS, DEPRESSIONS, ETC.

9. SHORING, BRACING AND SHEETING MAY BE REQUIRED WHEN EXCAVATING ADJACENT TO

THE EXISTING STRUCTURE. DESIGN AND INSTALLATION OF SUCH SHORING, BRACING AND

SHEETING IS THE RESPONSIBILITY OF THE CONTRACTOR.

10.REFERENCE: GENERAL STRUCTURAL NOTES - S 001; ABBREVIATIONS - S 001;

FOOTING SCHEDULE - S 101C; TYPICAL FOUNDATION & SOG DETAILS - S 201;

TYPICAL REINFORCED MASONRY DETAILS - S 501.

11.GRIDLINES ARE TO EDGE OF MASONRY WALL.

12. LEGEND:

SF - INDICATES FOOTING STEP IN PLAN. SEE SECTION S 201/8.

- INDICATES SLAB-ON-GRADE CONTROL/CONSTRUCTION JOINT. SEE SECTIONS

S 201/2 & S 201/4.

6" 6"

1' - 0"

3/4"x1'-0" SQUARE

STEEL PLATE

STEEL HSS COL

(4) 3/4" DIA F1554-

GR36 ANCHOR BOLTS,

12" MIN EMBED

1 1/2" TYP

1/4

CONC WALL

(T/WALL = 96'-0")

CONC PIER

(T/PIER = 95'-4")

BRICK LEDGE

(T/BRICK = 95'-4")

(4) #4 VERT

#4 TIES @ 12" OC

7 1/4" 7 5/8"

1' - 3 3/8"

2 1/2"

PLACE CONCRETE FILL AROUND

SLEEVE PRIOR TO POURING

FOUNDATION; MAKE SAME WIDTH

AS FOOTING & FULL WIDTH OF

PIPE TRENCH (2'-0" MIN)

IN6

H E R E

N O

E S

ALL SLEEVES TO HAVE

1" CLR AROUND PIPE

PIPE

WALL SLEEVE

FINISHED GRADE

FOOTING

NO EXCAVATION

BELOW THIS LINE

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2018©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

JANUARY 31, 2018

MONTABELLA

COMMUNITY

SCHOOLS

ADDITIONS &

RENOVATIONS

Blanchard, Michigan

FOUNDATION

PLAN - UNIT C

17-134.10

S 101C

MONTABELLA

COMMUNITY

SCHOOLS

1/8" = 1'-0"

FOUNDATION PLAN - UNIT C

STRUCTURAL FOUNDATION SCHEDULE

ID WIDTH LENGTH

FOUNDATION

THICKNESS

TOP

REINFORCEMENT

BOTTOM

REINFORCEMENT COMMENTS

F4 4' - 0" 4' - 0" 1' - 6" (3) #4 BARS EW

F5 5' - 0" 5' - 0" 1' - 6" (5) #5 BARS EW (5) #5 BARS EW

WF1 1' - 6" 1' - 0" (2) #5 CONT

WF2 2' - 0" 1' - 0" (2) #5 CONT

WF3 5' - 0" 1' - 0" SEE DETAIL

MONTABELLA COMMUNITY SCHOOL

KEY PLAN

SCALE: NO SCALE

D E

3/4" = 1'-0"S 101C

1 BP1

3/4" = 1'-0"S 101C

2 PIER P1

SEE DETAILS S201/13, S201/14, & S201/15

ISSUED FOR DATE

ADD. #1 01.31.2019

ADD. #2 02.08.2019

SCALE: NONES 101C

3 TYPICAL PIPE PENETRATION DETAIL

BRICK 1, COLOR: BELDEN DESERT SUN

EXTERIOR ELEVATION KEY

BRICK 2, COLOR: BELDEN 8 X 48A (BROWN)

METAL PANEL 1(MP-1), COLOR: BLUE ZINC

METAL SOFFIT PANEL 1 (MSP-1), COLOR: SILVER SMITH

CAST STONE 1 (CS-1), COLOR: DESERT BUFF

CJ = CONTROL JOINT, COLOR: MATCH MORTAR

EJ - BUILDING EXPANSION JOINT, COLOR:

STOREFRONT: CLEAR ANODIZED ALUMINUM

METAL SOFFIT PANEL (MSP-1): SILVERSMITH

METAL COPING 1 (C-1): CLEAR ANODIZED ALUMINUM

METAL COPING 2 (C-2): CLEAR ANODIZED ALUMINUM

METAL FASCIA (F-1): BLUE ZINC (MATCH MP-1)

EIFS 1 (E-1): MATCH BRICK 1 COLOR: BELDEN DESERT SUN

EIFS 2 (E-2): MATCH MP-1 COLOR: BLUE ZINC

GUARDRAIL (G-1): DARK GREY

FIRST FLOOR ELEMENTARY

100' - 0"

DISTRICT ADMIN. LEVEL

98' - 0"

METAL PANEL 1

METAL COPING 1

ALUMINUM

STOREFRONT

BRICK 1

CAST STONE 1

T.O.M. ELEM @ CORRIDOR

114' - 8" 2' - 9 1/8" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4"1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 2' - 6 1/8"

CJCJ

EJ DISTRICT ADMIN. LEVEL

98' - 0"

METAL FASCIA 1

ALUMINUM

STOREFRONT

ALUMINUM

STOREFRONT

METAL FASCIA 1

BRICK 1

BRICK 2

CAST STONE 1

METAL COPING 1

DISTRICT ADMIN T.O.M.

112' - 8"

A 311

A 326

"METAL PANEL 1

1' - 5 1/2"

1/2" 1' - 0"

CJ CJ CJ CJ CJ CJ

CJCJCJCJCJCJ

SEE DET. 1 / A301 FOR

METAL PANEL SPACING

FIRST FLOOR ELEMENTARY

100' - 0"

FIRST FLOOR JR. /SR.

96' - 0"

DISTRICT ADMIN. LEVEL

98' - 0"

A 311

METAL FASCIA 1

ALUMINUM

STOREFRONT

ALUMINUM

STOREFRONT

BRICK 2

BRICK 1 CAST STONE 1

METAL COPING 1

ALUMINUM

STOREFRONT

METAL PANEL 1

CAST STONE 1 ALUMINUM

STOREFRONT

METAL COPING 1

METAL PANEL 1

CAST STONE 1

BRICK 2

METAL PANEL 1

DISTRICT ADMIN T.O.M.

112' - 8"

A 311

A 324

T.O.M. FITNESS

114' - 8"

T.O.M. ELEM @ CORRIDOR

114' - 8"

ALUMINUM

STOREFRONT

CAST STONE 1

JR. SR. CORR. T.O.M.

110' - 8"

METAL PANEL 1

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

GUARDRAIL 1

A 321

OPEN FACE

GUTTER

SPLASH BLOCK

ALUMINUM CHANNEL LETTERS:

8" ON 1/2" STANDOFFS

4" ON 1/2" STANDOFFS

BOTH 2" DEEP

101A 101B

1/2" 5' - 3 3/4" 1/2" 3' - 11" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 3' - 11" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 3' - 11" 1/2" 5' - 3 3/4" 1/2" 5' - 7 1/8"

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

OPEN FACE

GUTTER

SPLASH

BLOCK

3' - 7" ±1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 0"1/2"6' - 1" ±

91.3 6°

1°

1/2"

V A R

S1.76°

V A R

0.42°

3' - 11" 1/2" 4' - 11" 1/2" 6' - 4 1/2" 1/2" 6' - 4 1/2" 1/2" 4' - 11" 1/2" 3' - 11"

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

METAL PANEL 1

A 301

3' - 7" 1/2" 6' - 4 1/2" 1/2" 6' - 4 1/2" 1/2" 3' - 2 1/2"

6' - 0 1/2" ± 1/2"

6' - 0" 1/2"

4' - 5 1/2" ±

CJ CJ CJ

CJ CJ CJ CJ CJ

CJCJCJCJCJCJCJCJCJ

CJ CJ CJ CJ CJ CJ CJ CJ

FIRST FLOOR JR. /SR.

96' - 0"

DISTRICT ADMIN. LEVEL

98' - 0"

A 311

ALUMINUM

STOREFRONT

METAL COPING 1

METAL PANEL 1

CAST STONE 1

EXISTING BRICK

(BEYOND)

BRICK 1

ALUMINUM

STOREFRONT

METAL PANEL 1

EIFS 1

CAST STONE 1

METAL COPING 1

BRICK 1

JR. SR. CORR. T.O.M.

110' - 8"

T.O.M. FITNESS WALL

113' - 4"

6' - 3 1/8" 5' - 4 3/8"3' - 11 3/4"

EIFS 1 EIFS 2 EIFS 2

E -1

E -2

E -1

E -2

E -1

E -2

GUARDRAIL 1

A 311

5' - 7 1/8" 1/2" 5' - 3 3/4" 1/2" 3' - 11" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 5' - 5 7/8" 2' - 4 1/8"1/2"5' - 3 3/4"1/2"5' - 3 3/4"1/2"

2' - 4 3/4"

CJ CJCJ CJ CJ CJ

FIRST FLOOR JR. /SR.

96' - 0"

METAL PANEL 1

METAL COPING 1

CAST STONE 1

BRICK 1

ALUMINUM

STOREFRONT

JR. SR. CORR. T.O.M.

110' - 8"

128D

5' - 3 1/2"4' - 10 1/8"4' - 10 5/8"

GUARDRAIL 1

A 311

4' - 6 3/8"1/2"4' - 9 3/4"1/2"4' - 9 3/4"1/2"5' - 3 3/4"1/2"2' - 10 7/8"

FIRST FLOOR JR. /SR.

96' - 0"

A 311

METAL PANEL 1

METAL COPING 1

CAST STONE 1

BRICK 1

JR. SR. CORR. T.O.M.

110' - 8"

5' - 4 1/2"

5' - 4 1/4"

3' - 4 1/8" GUARDRAIL 1

3' - 0 3/4"

1/2"5' - 3 3/4"1/2"5' - 3 3/4"1/2"3' - 11 1/2"1/2"5' - 3 3/4"1/2"5' - 3 3/4"1/2"2' - 9"

FIRST FLOOR ELEMENTARY

100' - 0"

FIRST FLOOR JR. /SR.

96' - 0"

DISTRICT ADMIN. LEVEL

98' - 0"

A 311

METAL FASCIA 1

BRICK 1

CAST STONE 1

METAL COPING 1

ALUMINUM

STOREFRONT

METAL PANEL 1

ALUMINUM

STOREFRONT

METAL COPING 1

CAST STONE 1

ALUMINUM

STOREFRONT

BRICK 1

METAL PANEL 1

DISTRICT ADMIN T.O.M.

112' - 8"

A 311

T.O.M. FITNESS

114' - 8"

T.O.M. ELEM @ CORRIDOR

114' - 8"

JR. SR. CORR. T.O.M.

110' - 8"

ALUMINUM

STOREFRONT

BRICK 1

116B117B124B125B

7' - 2"

GUARDRAIL (G-1)

METAL COPING 1

118A 118B

3' - 11"1/2"5' - 1 1/2"1/2"6' - 2 1/2"1/2"6' - 2 1/2"1/2"5' - 1 1/2"1/2"3' - 11" METAL SOFFIT

PANEL 1

8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"4' - 11 1/8"1/2"4' - 11 1/8"1/2"8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"5' - 8 1/8"3' - 8 1/8"1/2"6' - 2 1/2"1/2"6' - 2 1/2"1/2"3' - 8 1/8"5' - 8 1/8"1/2"8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"4' - 11 1/8"1/2"4' - 11 1/8"1/2"8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"5' - 8 1/8"1/2"4' - 2"1/2"8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"4' - 11 1/8"1/2"4' - 11 1/8"1/2"8' - 0"1/2"4' - 7"1/2"8' - 0"1/2"5' - 8 1/8"

6' - 10 3/8"1/2"6' - 10 1/2"1/2"

A 301

Sim

METAL PANEL 1

126B127B

8' - 0"4' - 8"8' - 0"

CJ CJ CJ CJ CJ CJ

CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

FIRST FLOOR ELEMENTARY

100' - 0"

METAL COPING 1

METAL PANEL 1

BRICK 1

ALUMINUM

STOREFRONT

CAST STONE 1

A 311

T.O.M. ELEM @ CORRIDOR

114' - 8"

ALUMINUM

STOREFRONT

113B

5' - 4 1/2"

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

2' - 8"

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

4' - 2 7/8"

GUARDRAIL 1

4' - 3 1/2" 1/2" 8' - 0" 1/2" 3' - 3" 1/2" 8' - 0" 1/2" 5' - 3 3/4" 1/2" 4' - 9 1/4"

CJ CJ CJ EJ

FIRST FLOOR JR. /SR.

96' - 0"

JR. SR. CORR. T.O.M.

110' - 8"

T.O.M. FITNESS WALL

113' - 4"

ALUMINUM

STOREFRONT

METAL PANEL 1

CAST STONE 1

METAL COPING 1

BRICK 1

A 311

3' - 8 1/8" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 3' - 11" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 4' - 11 7/8" ±

2HR BUILDING

EXPANSION JOINT

A 301

Sim

CJ CJ CJ CJ

DISTRICT ADMIN. LEVEL

98' - 0"

DISTRICT ADMIN T.O.M.

112' - 8"

METAL PANEL 1

METAL COPING 1

CAST STONE 1

BRICK 1

3' - 0 3/4"

1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2" 3' - 11 1/2" 1/2" 5' - 3 3/4" 1/2" 5' - 3 3/4" 1/2"

2' - 1 3/8"

DISTRICT ADMIN. LEVEL

98' - 0"

DISTRICT ADMIN T.O.M.

112' - 8"

METAL PANEL 1

METAL COPING 1

CAST STONE 1

BRICK 2

3' - 0 3/4"

1/2"5' - 3 3/4"1/2"5' - 3 3/4"1/2"3' - 11 1/2"1/2"5' - 3 3/4"1/2"5' - 3 3/4"1/2"

2' - 1 3/8"

A 301

Sim

DISTRICT ADMIN. LEVEL

98' - 0"

DISTRICT ADMIN T.O.M.

112' - 8"

A 311

A 326

ALUMINUM

STOREFRONT

BRICK 2

METAL FASCIA 1

BRICK 1

BRICK 2

CAST STONE 1

METAL COPING 1

METAL PANEL 1

ALUMINUM

STOREFRONT

OPEN FACE GUTTER

SPLASH BLOCK

/2 " 2

1' - 0 5/8"

1/2"6' - 0"1/2"1' - 0 3/4"

CJCJ CJ

CJ CJ

SEE DET. 1 / A301 FOR

METAL PANEL SPACING

DISTRICT ADMIN T.O.M.

112' - 8"

METAL PANEL 1

CAST STONE 1

ANODIZED ALUMINUM

STOREFRONT SYSTEM

METAL COPING 1

6' - 0" ± 1/2" 6' - 3 1/2" ±

80.54°

6' - 7 7/8" ± 1/2"

6' - 9 3/4" 1/2"

8' - 5" ±

METAL FASCIA 1 METAL PANEL 1

4°

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2018©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

FEBRUARY 8TH, 2019

MONTABELLA

COMMUNITY

SCHOOLS

ADDITIONS &

RENOVATIONS

Blanchard, Michigan

EXTERIOR

ELEVATIONS

17-134.00

A 301

MONTABELLA

COMMUNITY

SCHOOLS

1/8" = 1'-0"A 301

A DISTRIC ADMIN - NORTH ELEVATION

1/8" = 1'-0"A 301

B DISTRICT ADMIN - EAST ELEVATION

1/8" = 1'-0"A 301

E DISTRICT ADMIN CORRIDOR - EAST ELEVATION

1/8" = 1'-0"A 301

G DISTRICT ADMIN - SOUTH ELEVATION

1/8" = 1'-0"A 301

H DISTRICT ADMIN - SOUTHWEST ELEVATION

1/8" = 1'-0"A 301

K DISTRICT ADMIN - SOUTH ELEVATION

1/8" = 1'-0"A 301

L DISTRICT ADMIN - SOUTHEAST ELEVATION

1/8" = 1'-0"A 301

F DISTRICT ADMIN - NORTHWEST ELEVATION

1/8" = 1'-0"A 301

I DISTRICT ADMIN ATRIUM - EAST ELEVATION

1/8" = 1'-0"A 301

J DISTRICT ADMIN ATRIUM - WEST ELEVATION

MONTABELLA COMMUNITY SCHOOL

KEY PLAN

SCALE: NO SCALE

D E

1/8" = 1'-0"A 301

C DISTRICT ADMIN - SOUTHWEST ELEVATION

ISSUED FOR DATE

ADD. #2 02.08.2019

1/2" = 1'-0"A 301

2 VERTICAL METAL PANEL SPACING - TYP.

1/8" = 1'-0"A 301

1 METAL PANEL - HIGH ROOF SIDES

FIRST FLOOR JR. /SR.

96' - 0"

JR. SR. CORR. T.O.M.

110' - 8"

A 321

2B Sim

A 321

2A Sim

A 325

20A

6" PERFORATED DRAIN TILE

SET IN A BED OF DRAINAGE

STONE & WRAP IN FILTER

FABRIC. TIE IN TO STORM

FIRST FLOOR JR. /SR.

96' - 0"

T.O.M. FITNESS WALL

113' - 4"

12" CMU

EIFS ON 5/8" EXTERIOR GRADE

GYP. BD. ON 7/8" METAL FURRING

12" BOND BEAM W/ (2) #4 BARS

EPDM MEMBRANE ON 1/4" CONVERBOARD

OVER TAPERED INSULATION ON (2) LAYERS

OF 2.5" OF RIGID INSULATION

RUN ROOF MEMBRANE UP & OVER

T.O. WALL - ON 3" RIGID INSULATION

METAL ROOF DECK & JOIST

- REFER TO STRUCTURAL

CEILING TILE & GRID - REFER

TO CEILING PLANS

VERT. 2" RIGID INSULATION

FROM T.O. FOOTING & 3"

RIGID 24" HORIZONTAL FROM

FACE OF FOOTING

4" CONCRETE SLAB - REFER

TO STRUCTURAL

6" PERFORATED DRAIN TILE

SET IN A BED OF DRAINAGE

STONE & WRAP IN FILTER

FABRIC. TIE IN TO STORM

FIRST FLOOR JR. /SR.

96' - 0"

JR. / SR. EXIST. T.O.M.

112' - 0"

JR. SR. CORR. T.O.M.

110' - 8"

A 325

21B

A 325

21A

A 325

21C

JR/SR High ME 1ST

FLOOR

95' - 6"

FIRST FLOOR JR. /SR.

96' - 0"

1/2" EXPANSION MATERIAL

FOUNDATION WALL & FOOTING

- REFER TO STRUCTURAL

CONCRETE SLAB - REFER

TO STRUCTURAL

CONCRETE SLAB - REFER

TO STRUCTURAL

ANODIZED ALUMINUM DOOR

& FRAME - REFER TO DOOR

SCHEDULE

PAINTED CMU - BEYOND

BRICK 1 - BEYOND

VERT. 2" RIGID INSULATION

FROM T.O. FOOTING & 3"

RIGID 24" HORIZONTAL FROM

FACE OF FOOTING

EXISTING CMU WALL

P O

L F R A M

STEEL BEAM W/ INTEGRAL

STUD & PLATE - REFER

TO STRUCTURAL

8" CMU - GROUT SOLID

8" CMU - TOOTH IN NEW

BLOCK - ALIGN W/ EXISTING

2 HR FIRE RATED DOOR & FRAME

- REFER TO DOOR SCHEDULE

BENT STRAP - REFER

TO STRUCTURAL

8" MASONRY LINTEL W/ (2)

#5 BARS - GROUT FILL

SOLID (2) COURSES

SOFT JOINT - WITH FIRE

SAFING & CAULK

COAT INSIDE PRIOR TO

INSTALLATION - FILL

SOLID W/ GROUT

NEW 8" CMU

2x2 CEILING TILE & GRID

JR. / SR. EXIST. T.O.M.

112' - 0"

JR. SR. CORR. T.O.M.

110' - 8"

EXISTING CMU

EXISTING STRUCTURE

EXISTING ROOF

3" RIGID INSULATION

PARAPET CAP - ENGINEERED

FRAMING SYSTEM

PARAPET CAP - ENGINEERED

FRAMING SYSTEM

CHAMFER EDGES TO

PROTECT MEMBRANE

8" BOND BEAM W/ (2) #4 BARS

ANCHOR BOLT

SINGLE PLY MEMBRANE ROOF,

RUN UP & OVER T.O. WALL

EPDM MEMBRANE ON TAPERED

INSULATION OVER (2) LAYERS

OF 2.5" OF RIGID INSULATION

3" RIGID INSULATION

CHAMFER EDGES TO

PROTECT MEMBRANE

EXPANSION BOLT

2 1/2" Ø COMPRESSIBLE TUBE

8" BOND BEAM W/ (2) #4 BARS

2 HR - 8" CMU - REFER

TO STRUCTURAL

FIRST FLOOR JR. /SR.

96' - 0"

JR. / SR. EXIST. T.O.M.

112' - 0"

JR. SR. CORR. T.O.M.

110' - 8"

A 325

21A Sim

A 325

23A

EXISTING CMU WALL

STEEL BEAM W/ INTEGRAL

STUD & PLATE - REFER

TO STRUCTURAL

8" CMU - GROUT SOLID

8" CMU - TOOTH IN NEW

BLOCK

8" BOND BEAM - GROUT FILL

SOLID (2) COURSES

8" BOND BEAM W/ (2)

#5 BARS - GROUT FILL

SOLID (2) COURSES

SOFT JOINT - WITH FIRE

SAFING & CAULK

P O

L F R A M

POURED IN PLACE

CONCRETE LID

8' - 8" A.F.F.

10" CMU

3 5/8" W/ 5/8" GYP. BD.

ALUMINUM 'J' CHANNEL

2 HR FIRE RATED DOOR

- REFER TO DOOR SCHEDULE

COAT INSIDE PRIOR TO

INSTALLATION - FILL

SOLID W/ GROUT

10 3/8" 5 5/8"

3/8"

5/8" GYP. BD. ON 1 1/2"

METAL FURRING @ 16" O.C.

FIRST FLOOR JR. /SR.

96' - 0"

EXISTING CONCRETE

SLAB - V.I.F.

EXISTING FOUNDATION WALL

7 5/8" 9 5/8"

CMU - BEYOND

2 HR FIRE RATED DOOR

- REFER TO DOOR SCHEDULE

ALUMINUM THRESHOLD

4" CONCRETE SLAB ON 15 MIL MIN.

VAPOR BARRIER ON 6" COMPACTED

SAND - REFER TO STRUCTURAL

FOUNDATION WALL - REFER

TO STRUCTURAL

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

ALL RIGHTS RESERVED2018©

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

FEBRUARY 8TH, 2019

MONTABELLA

COMMUNITY

SCHOOLS

ADDITIONS &

RENOVATIONS

Blanchard, Michigan

WALL SECTIONS

17-134.00

A 325

MONTABELLA

COMMUNITY

SCHOOLS

1/2" = 1'-0"A 325

20 WALL SECTION @ CORRIDOR 128

1/2" = 1'-0"A 325

22 WALL SECTION @ CORRIDOR 128

1/2" = 1'-0"A 325

21 WALL SECTION @ EXISTING JR. / SR. LOCKER ROOMS

1 1/2" = 1'-0"A 325

20A DOOR THRESHOLD DETAIL

1 1/2" = 1'-0"A 325

21B PORTAL FRAME HEAD DETAIL @ DOOR 128 B & C

1 1/2" = 1'-0"A 325

21A T.O. WALL DETAIL

1/2" = 1'-0"A 325

23 WALL SECTION @ PORTAL FRAM THRU 128A

1 1/2" = 1'-0"A 325

23A PORTAL FRAME HEAD DETAIL

1 1/2" = 1'-0"A 325

21C B.O. WALL DETAIL @ DOOR 128 B & C

ISSUED FOR DATE

ADD. #2 02.08.2019

DISTRICT ADMIN. LEVEL

98' - 0"

A 311

DISTRICT ADMIN T.O.M.

112' - 8"

A 326

24B

OPEN FACE GUTTER

SPLASH BLOCK

106' - 10"

LOW POINT: B.O.

FINISH SOFFIT

106' - 10"

LOW POINT: B.O.

FINISH SOFFIT

108' - 7 1/2"

HIGH POINT: B.O.

FINISH SOFFIT

JR/SR High ME 1ST

FLOOR

95' - 6"

3" THRU-WALL ROOF DRAIN - DOWN

TO OPEN FACE DOWNSPOUT BELOW

METAL PANEL REVEAL, TYP.

METAL PANEL 1

ANODIZED ALUMINUM METAL SOFFIT

PANEL (MSP-1) W/ J-CHANNELS @ EA. END

ANOD. ALUMINUM SILL FLASHING

W/ HEMMED DRIP EDGE, WRAP FLASHING

UP TO B.O. BENT PLATE

(2) P.T. 2x4 BLOCKING

2 1/2" SPRAY FOAM INSUL.

BENT PLATE - REFER TO

STRUCTURAL

3" NON-CONDUCTIVE

'Z' GIRT

P.T. 2x BLOCKING

STAINLESS STEEL FASTENER

(2) P.T. 2x4 BLOCKING

METAL FASCIA 1

VERTICAL SLIP CONNECTION

1/2" EXTERIOR GRADE GYP. BD.

3 5/8" CFMF @ 16" O.C.

CLIP FROM B.O. BEAM

- REFER TO STRUCTURAL

STEEL BEAM

- REFER TO STRUCTURAL

BENT PLATE - REFER TO

STRUCTURAL

EPDM MEMBRANE ON TAPERED

INSULATION OVER (2) LAYERS

OF 2.5" OF RIGID INSULATION

1/2" P.T. PLYWOOD

EPDM MEMBRANE OVER (2) LAYERS

OF 2.5" OF RIGID INSULATION

BOX BEAM @ T.O. CFMF

VERTICAL SLIP CONNECTION

106' - 10"

24C

A 326

3" RIGID INSULATION

INFILL B.O. STUD WALL FRAMING W/ SPRAY FOAM

INSULATION, UP PAST B.O. BENT PLATE

INFILL T.O. STUD WALL FRAMING W/ SPRAY FOAM

INSULATION, DOWN PAST T.O. BENT PLATE

METAL PANEL REVEAL, TYP.

METAL PANEL 1

ANODIZED ALUMINUM METAL SOFFIT

PANEL (MSP-1) W/ J-CHANNELS @ EA. ENDANOD. ALUMINUM FLASHING

W/ HEMMED DRIP EDGE

(2) P.T. 2x4 BLOCKING

2 1/2" SPRAY FOAM INSUL.

BENT PLATE - REFER TO

STRUCTURAL

3" NON-CONDUCTIVE

'Z' GIRT

P.T. 2x BLOCKING

STAINLESS STEEL

FASTENER

(2) P.T. 2x4 BLOCKING

METAL FASCIA 1

VERTICAL SLIP CONNECTION

1/2" EXTERIOR GRADE

GYP. BD.

1/2" EXTERIOR GRADE

GYP. BD.

3 5/8" CFMF @ 16" O.C.

1/2" P.T. PLYWOOD

VERTICAL SLIP CONNECTION

2 1/2" SPRAY FOAM INSULATION

- WRAP @ EACH BEAM

STEEL BEAM

1 1/2" METAL DECK - REFER

TO STRUCTURAL

TPO MEMBRANE OVER (2) LAYERS

OF 2.5" OF RIGID INSULATION

EPDM MEMBRANE - WRAP OVER TOP

OF T.O. WALL

CLIP FROM B.O. BEAM

- REFER TO STRUCTURAL

CONT. BACKER ROD & SEALANT

LINEAR LIGHT FIXTURE - REFER

TO ELECTRICAL DRAWINGS

P.T. 2x4 BLOCKING FOR FIXTURE - COORDINATE

W/ ELECTRICAL

INFILL B.O. STUD WALL FRAMING W/ SPRAY FOAM

INSULATION, UP PAST B.O. BENT PLATE

3" RIGID INSULATION

1/2" EXTERIOR GRADE

GYP. BD.

INFILL T.O. STUD WALL FRAMING W/ SPRAY FOAM

INSULATION, DOWN PAST T.O. BENT PLATE

BOX BEAM @ T.O. CFMF

A 326

1' - 4" 1' - 4" 1' - 4"

BRICK 2

BRICK 1

8" CMU

AIRSPACE

SPRAY FOAM

INSUALTION

CMU BULLNOSE

SILL - BELOW

AIRSPACE

SPRAY FOAM

INSUALTION

8" CMU

P.T. 2x4

BLOCKING

ANODIZED ALUMINUM

STOREFRONT SYSTEM

CAST STONE 1

4' - 0"

0 - 0" FINISH FLOOR

A 321

2C Sim

A 321

2B Sim

A 321

2A Sim

5 1/2" 6"

ANODIZED ALUMINUM

STOREFRONT SYSTEM

A 326

8' - 0" T.O.M.

0' - 0" FINISH FLOOR

BRICK 2

BRICK 1

METAL PANEL 1

METAL COPING 1

CAST STONE 1

ANODIZED ALUMINUM

STOREFRONT SYSTEM

OPEN FACE GUTTER

ROOF DRAIN LINE TO

OPEN FACE GUTTER

STEEL BEAM - REFER

TO STRUCTURAL

3" THRU-WALL ROOF DRAIN,

FLASH & SEAL PER MANUFACTURER

SPECIFICATIONS

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

FEBRUARY 8TH, 2019

MONTABELLA

COMMUNITY

SCHOOLS

ADDITIONS &

RENOVATIONS

Blanchard, Michigan

ENTRY CANOPY

DETAILS &

MOCK-UP

17-134.00

A 326

MONTABELLA

COMMUNITY

SCHOOLS

1/4" = 1'-0"A 326

24 326 - DISTRICT ADMIN. ENTRY CANOPY

1 1/2" = 1'-0"A 326

24B ENTRY CANOPY END DETAIL

1 1/2" = 1'-0"A 326

24A ENTRY CANOPY FASCIA DETAIL

ISSUED FOR DATE

ADD. #2 02.08.2019

1/2" = 1'-0"A 326

26 MOCK-UP PLAN

1/2" = 1'-0"A 326

25 MOCK-UP WALL SECTION

1/2" = 1'-0"A 326

27 MOCK-UP ELEVATION

1 1/2" = 1'-0"A 326

24C CANOPY SCUPPER DETAIL

SEE SCHED.

S E E S

C H E D U

SEE SCHED.

S E E S

C H E D U

8" 8"

SEE SCHED.

S E E S

C H E D U

FG2

8" 8"

SEE SCHED.

S E E S

C H E D U

NF2

4" 10"

SEE SCHED.

S E E S

C H E D U

FG3

6" 6"

DOOR SCHEDULE GENERAL NOTES

1. VERIFY ALL EXISTING DOOR OPENINGS FOR DIMENSIONS & SIZES

2. FILL ALL UNUSED HOLES IN EXISTING FRAMES, MAINTAIN RATING AT RATED FRAMES

WITH REQUIRED FILLERS.

3. 'T' = TEMPERED

4. INCLUDE (38) ADDITIONAL CLASSROOM FUNCTION HARDWARE SETS (HARDWARE

SET: 21.0) FOR EXISTING CLASSROOMS NOT SHOWN, INCLUDING PURCHASE &

INSTALLATION. CONTRACTOR TO VERIFY EXISTING PREPS FOR NEW LOCKS AT

EXISTING LOCATIONS.

2" SEE SCHED. 2"

S E E S

C H E D U

5/8" GYPSUM BOARD,

BOTH SIDES

METAL STUDS AT

16" O.C.

METAL STUD

DOUBLE HEADER

HOLLOW METAL

FRAME - SEE SCHEDULE

BULKHEAD/CEILING

LINE, SEE REFLECTED

CEILING PLANS

SEE PLAN

CMU - SEE

PLANS

LINTEL - SEE

STRUCTURAL

HOLLOW METAL

FRAME - SEE

SCHEDULE

PAINT - TYP.

SEALANT AT

PERIMETER, BOTH

SIDES

5/8" GYP. BD.

ON FURRING,

SEE PLANS FOR

LOCATIONS

BRICK

AIR SPACE

CAVITY DRAINAGE

MESH

WEEPS AT 24" O.C.

RIGID METAL

FLASHING

SEALANT AT

PERIMETER, BOTH

SIDES

ALUM. FRAME, SEE

SCHEDULE.

SPRAY APPLIED

INSULATION

CMU

CMU SOAP

LINTEL - SEE

STRUCTURE,

PAINT TYP.

BRICK VENT @ 48" O.C.

SEE PLAN

METAL STUDS

AT 16" O.C.

5/8" GYPSUM

BOARD, BOTH

SIDES HOLLOW METAL

FRAME - SEE

SCHEDULE

SEALANT AT

PERIMETER

BOTH SIDES

ALTERNATE WALL

LOCATION SEE

FLOOR PLANS

CMU WALL, SEE

FLOOR PLANS

BULLNOSE

SEALANT AT

PERIMETER,

BOTH SIDES

HOLLOW METAL

FRAME - SEE

SCHEDULE -

GROUT SOLID

WITH 3 TIES

PER JAMB

FRAME RETURN TO BE

PAINTED FRAME COLOR -

NOT WALL COLOR, TYP.

ALL FRAMES

5/8" GYPSUM

BOARD ON

FURRING, SEE

PLANS FOR

LOCATIONS

S E E P

CMU - SEE

PLANS

HOLLOW METAL

FRAME - SEE

SCHEDULE

5/8" GYP. BD.

ON FURRING,

SEE PLANS FOR

LOCATIONS

SEALANT AT

PERIMETER, BOTH

SIDES

BULLNOSE

SEE PLAN

3/8"

BRICK AIR SPACE

SEALANT AT

PERIMETER, BOTH

SIDES

BULLNOSE

SPRAY APPLIED

INSULATION

CMU

ALUMINUM FRAME,

SEE SCHEDULE.

PRESSURE TREATED

BLOCKING

BRICK

AIR SPACE

RIGID METAL

FLASHING

SEALANT AT

PERIMETER, BOTH

SIDES

ALUMINUM FRAME,

SEE SCHEDULE.

SPRAY APPLIED

INSULATION

CMU

BULLNOSE

SILL BLOCK

PRESSURE TREATED

BLOCKING

SEE PLAN

HOLLOW METAL

FRAME - SEE

SCHEDULE

SEALANT AT

PERIMETER,

BOTH SIDES

METAL STUDS

AT 16" O.C.

5/8" GYPSUM

BOARD,

BOTH SIDES

Tower Pinkster Titus Associates Inc.

242 East Kalamazoo Avenue, Suite 200

Kalamazoo, Michigan 49007-5828

269.343.6133 PHONE 269.343.6633 FAX

TOWERPINKSTER.COM

DATE

PROJECT TITLE

SHEET TITLE

SHEET NUMBER

4 East Fulton Street, Suite 200

Grand Rapids, Michigan 49503

616.456.9944 PHONE 616.456.5936 FAX

FEBRUARY 8TH, 2019

MONTABELLA

COMMUNITY

SCHOOLS

ADDITIONS &

RENOVATIONS

Blanchard, Michigan

DOOR

SCHEDULE &

HEAD, JAMB

AND SILL

DETAILS

17-134.00

A 501

MONTABELLA

COMMUNITY

SCHOOLS

DOOR SCHEDULE - FIRST FLOOR

NUMBER

ROOM NAME

FIRE-RATING DOOR SIZE FRAME DETAILS

ACCESS CONTROLS DOOR

HARDWARE

SET REMARKSDOOR ROOM DOOR FRAME TYPE MAT FIN WIDTH HEIGHT ELEV MAT FIN HEAD JAMB SILL

BARRIER-

FREE

CARD

READER

99A 99 ELEM. VESTIBULE - - NF2 EXIST - 6' - 2" 7' - 2" - EXIST - - - - - No No REFER TO ELECTRICAL DWG'S

99B 99 ELEM. VESTIBULE - - NF2 EXIST - 6' - 2" 7' - 2" - EXIST - - - - - No No REFER TO ELECTRICAL DWG'S

99C 99 ELEM. VESTIBULE - - NF2 EXIST - 6' - 2" 7' - 2" - EXIST - - - - - No No REFER TO ELECTRICAL DWG'S

99D 99 ELEM. VESTIBULE - - NF2 EXIST - 6' - 2" 7' - 2" - EXIST - - - - - No No REFER TO ELECTRICAL DWG'S

101A 101 SEC. VEST. - - FG2 ALUM ANOD 6' - 2" 7' - 10" 9/A510 ALUM ANOD - - - ILG-1 Yes Yes 3.0 -

101B 101 SEC. VEST. - - FG2 ALUM ANOD 6' - 2" 7' - 10" 9/A510 ALUM ANOD - - - ILG-1 No No 1.0 -

101C 101 SEC. VEST. - - FG2 ALUM ANOD 6' - 2" 7' - 10" 10/A510 ALUM ANOD - - - SG-1 Yes Yes 7.0 -

101D 101 SEC. VEST. - - FG2 ALUM ANOD 6' - 2" 7' - 10" 10/A510 ALUM ANOD - - - SG-1 No No 6.0 -

102A 102 REC. 45 MIN. 45 MIN. FG2 WD PREFIN 3' - 0" 7' - 10" 12/A510 HM P-2 - - - FPG-4 No Yes 22.0 -

102B 102 REC. 45 MIN. 45 MIN. FG2 WD PREFIN 3' - 0" 7' - 10" 13/A510 HM P-2 - - - FPG-4 No No 20.0 -

103 103 FILE STOR. 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-1 J-1 - - No No 11.0 -

104 104 TOILET - - F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 15.0 -

107 107 CORR. 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No Yes 23.0 -

108 108 B. MGR. - - F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 13.0 -

109 109 CSF MGR. - - F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 13.0 -

110 110 SUPER. - - F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 13.0 -

111 111 CONFERENCE - - G WD PREFIN 3' - 0" 7' - 2" 14/A510 HM P-2 H-2 J-2 - GL-1 No No 14.0 -

112A 112 CORRIDOR 90 MIN. 90 MIN. NF2 HM P-1 7' - 0" 7' - 2" 1 HM P-1 1B / A321 1 / A351 - FPG-3 No No 9.0 -

112B 112 CORRIDOR - - FG2 HM P-2 7' - 8" 7' - 10" 6/A510 HM P-2 H-2 J-2 - LG-1 No Yes 8.0 -

113A 113 TITLE ROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

113B 113 TITLE ROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

114 114 MECH. / ELEC. 45 MIN. 45 MIN. F WD PREFIN 4' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 11.0 -

115 115 J.C. 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 12.0 -

116A 116 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

116B 116 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

117A 117 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

117B 117 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

118A 118 ENTRY - - FG2 ALUM ANOD 6' - 2" 7' - 10" 15/A510 ALUM ANOD - - - ILG-2 No No 2.0 -

118B 118 ENTRY - - FG2 ALUM ANOD 6' - 2" 7' - 10" 15/A510 ALUM ANOD - - - ILG-2 No Yes 1.0 -

119 119 TOILET 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 17.0 -

120 120 TOILET 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 16.0 -

121 121 MENS 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 19.0 -

122 122 WOMENS 45 MIN. 45 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 H-2 J-2 - - No No 19.0 -

123 123 CORRIDOR - - FG2 HM P-2 7' - 8" 7' - 10" 6/A510 HM P-2 H-2 J-2 - LG-1 No Yes 8.0 -

124A 124 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

124B 124 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

125A 125 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

125B 125 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

126A 126 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

126B 126 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

127A 127 4/5/6 CLASSROOM 45 MIN. 45 MIN. G WD PREFIN 3' - 0" 7' - 2" 3/A510 HM P-2 H-2 J-2 - FPG-2 No No 21.0 -

127B 127 4/5/6 CLASSROOM - - F FRP PREFIN 3' - 0" 7' - 2" 5/A510 AL ANOD - - - - No No 4.0 -

128A 128 CORRIDOR 90 MIN. 90 MIN. NF2 HM P-1 7' - 0" 7' - 2" 1 HM P-1 23A / A325 11 / A353 - FPG-3 No No 9.0 -

128B 128 CORRIDOR 90 MIN. 90 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 21B / A325 10 / A353 - - No No 10.1 -

128C 128 CORRIDOR 90 MIN. 90 MIN. F WD PREFIN 3' - 0" 7' - 2" 1 HM P-2 21B / A325 10 / A353 - - No No 10.1 -

128D 128 CORRIDOR - - FG2 ALUM ANOD 6' - 0" 7' - 2" 16/A510 AL ANOD - - - ILG-2 No Yes 5.0 -

131A 131 JR./SR. VESTIBULE - - FG2 EXIST - 6' - 0" 7' - 10" - EXIST P-2 - - - - No No 24.0 EXISTING ALUMINUM DOOR & FRAME

131B 131 JR./SR. VESTIBULE - - FG2 EXIST - 6' - 0" 7' - 10" - EXIST P-2 - - - - No Yes 25.0 EXISTING ALUMINUM DOOR & FRAME

131C 131 JR./SR. VESTIBULE 45 MIN. 45 MIN. FG2 ALUM ANOD - 2 3' - 0" 7' - 10" 17/A510 AL ANOD 1 & 2 H-3 J-3 - FPG-4 No Yes 24.0 DOOR & FRAME TO MATCH DOORS 131 A&B

132A 132 JR./SR. RECEPTION - - FG2 EXIST - 3' - 0" 7' - 2" - EXIST - - - - - No No 20.0 -

132B 132 JR./SR. RECEPTION - - FG2 EXIST - 3' - 0" 7' - 2" - EXIST - - - - - No No 20.0 -

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

1/4" = 1'-0"

1 1/2" = 1'-0"A 501

H-1 HEAD DETAIL

1 1/2" = 1'-0"A 501

H-2 HEAD DETAIL

1 1/2" = 1'-0"A 501

H-3 HEAD DETAIL

1 1/2" = 1'-0"A 501

J-1 JAMB DETAIL

1 1/2" = 1'-0"A 501

J-2 JAMB DETAIL

1 1/2" = 1'-0"A 501

S-2 SILL DETAIL

1 1/2" = 1'-0"A 501

J-3 JAMB DETAIL

1 1/2" = 1'-0"A 501

S-3 SILL DETAIL

1 1/2" = 1'-0"A 501

S-1 SILL DETAIL

ISSUED FOR DATE

ADD. #2 02.08.2019

22' - 4"

4' - 8" 2"

6' - 2"4"6' - 2" 2"

4' - 8"

IG-1 IG-1 IG-1 IG-1

ILG-1

101A101B 101C 101D9

20' - 8 3/4"

2" 3' - 8 3/8" 2"

6' - 2" 4" 6' - 2" 2"

3' - 8 3/8" 2"

SG-1

SG-1 SG-1 SG-1

SG-1

SG-1 SG-1

3' - 4"

2" 3' - 0" 2"

FPG-4

2" 3' - 0"

2" 5' - 10" 2"

2' - 10" 2" 2' - 10"

FPG-4 FPG-4

FPG-4

9' - 4"

102B

IG-1 IG-1 IG-1 IG-1

IG-2 IG-2…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 6, 2025.