ABERDEEN HIGH SCHOOL – STADIUM AND WEIGHT ROOM UPGRADES · - The specs list prevailing wages but nothing actually ... Aberdeen High School Stadium and Weight Room Upgrades ... ABERDEEN

1

TO: All Plan Holders

RE: ABERDEEN HIGH SCHOOL – STADIUM AND WEIGHT ROOM UPGRADES

Harford County Public Schools

Please find the enclosed Addendum No. 1, dated March 24, 2014. Addendum No. 1 consists of the

following:

Cover sheet – 1 page

Pre-Bid Sign-in Sheet – 2 pages

Bid RFI questions and responses – 12 pages

Addendum No. 1 Clarifications – 8 pages

Addendum No. 1 8-1/2” x 11” Sketches – 11 pages

Sketches C1-1 thru C1-6

Sketches A1-1 and A1-2

Sketches S1-1 and S1-2

Sketch E1-1

Addendum No. 1 consists of thirty-four (34) pages. Advise Harford County Public Schools at once if any

attachments are missing.

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:

Specification Section: Paragraph: Drawing Reference: Detail:

Request:

Signed by: Date:

Response:

Attachments

Response From: To: Date Rec’d: Date Ret’d:

Signed by: Date:

Copies: Owner Consultants File

Copyright 1994, Construction Specifications Institute,

601 Madison Street, Alexandria, VA 22314-1791

Page of July 1994

CSI Form 13.2A

BID

BidAberdeen High School Stadium and Weight

Room Upgrades

21339

Date:

BID 001

Please consider the attached Substitution Request to include S-5! ColorGard by S-5! Metal Roof Innovations,Ltd. as an equal in Section 07 41 13, Paragraph 2.8 A: Snow Guards

Please reply with your response to my email address listed below. I remain available if your have anyquestions or need additional documentation or information.

Harry Lubitz / S-5! Metal Roof Innovations

3/10/14

No exceptions taken. Manuf. will be added by addendum.

Karen Burlingame

3/12/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

This Spec. requires AISC Cert. for the fabricator and erector but gives an alternative procedure for thefabricator. Would you request that the erector's AISC Cert. be waived or an alternate procedure be acceptable?

Matt Dietz / J. Vinton Schafer

3/11/14

BID 002

The erector must be AISC certified.

Rod Chacon, PE

3/11/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

- The specs list prevailing wages but nothing actually states that this is a prevailing wage project. Is this prevailing wage& if so will you be issuing the wages? The spec book we received does not have a section 00200 included in it. - There are completion dates listed but I do not see a start date. What is the anticipated start date?

BID 003

Honman Chau / Wickersham Constructon and Eng., Inc.

3/11/14

Section 00200 should not be listed in the Table of Contents. Will clarify by addendum. The anticipated noticeto proceed is 4/15/14.

Karen Burlingame

3/13/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

- Drawing A-2.3 references ceramic tile in note #7 & note #13 of the typical toilet room notes. There is no mention ofceramic tile in the specs or anywhere else on the drawings. Is this required, and if so will you be issuing a spec? - Detail A18 on Drawing A-12 shows an air barrier transition membrane in cavity wall behind sill block. Is there a specfor this air barrier?

BID 004


3/12/14

There is no ceramic tile required. This will be clarified by addendum.

Refer to specification Foamed Insulation section 07 21 27, paragraph 2.2.C. Will clarify by addendum.

Karen Burlingame

3/13/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

BID 005

3/14/14

Mike Renz / MRP Contractors

Alternate #3 request cost to add resinous flooring in lieu of sealed concrete per the Finish Schedule. In the areaof the other rooms required A107 and A104 are not covered. Is this correct? The other rooms A108-A112 arealso not covered.

The following spaces are to have resinous flooring under the alternate: A101, A102, A104, A105, andA106. Will clarify by addendum.

Karen Burlingame

3/17/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

BID 006

Eric Grubb / Grubb Contractors

3/17/14

Section 052100 (Steel Joist Framing) is missing from my paper and electronic specifications manual.

There are no new steel joists in the addition, therefore, that specification section is not required. The joistsshown on the roof framing plan are existing structure.

Karen Burlingame

3/17/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

BID 007


3/17/14

Is there a record of the manufacturer of the brick and mortar used on this school?

The original building brick specified on Aberdeen H.S. were the following:•Brick color 1: Boral 10-852•Brick color 2: Harmar No. 801

Karen Burlingame

3/17/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

BID 008


3/18/14

On Drawing C-4.1 under Water Notes W-4 calls for directional drilling. Is this required? If so, can you issue aspec for this and a more precise location to where this is to occur? Is it just under the sidewalks at the (2)locations shown or along the entire back side of the grandstands?

Yes, required for the portion of the line between the "W-4" notes on C-4.1 that is under the grandstand.Specification section 221113 lists requirement in 1.4.C.&D. and 3.6.

Randy Hughes, WBCM

3/18/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

BID 009


3/17/14

PLAN SHEET C 4.1 Inlet I-2 is shown as a 24" NDS Catch Basin on top of the existing 48" RCP. Question: How does the engineer want it adapted to the 48" RCP ?

Randy Hughes, WBCM

3/20/14

The inlet and connection is being revised in Addendum No. 1.

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

Is this a wage scale job?

I did not received a 00200 page with prevailing wage? As shown on table of content

BID 010

Alex Pierola / Tito Contractors, Inc.

3/18/14

Section 00200 should not be listed in the Table of Contents. This is not a wage scale project. Will clarify byaddendum.

Karen Burlingame

3/18/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

It is stated in the specs. That the contractor is to pay for the electric, water , etc. Does this mean that we can not tie intothe existing power located in the area?

BID 011

Roy Cook / North Point Builders, Inc.

3/20/14

Contractor may tie into existing power and water for construction purposes. Contractor is responsible for anyutilities in excess of what is readily available on site.

Karen Burlingame

3/20/14

REQUEST FOR

INTERPRETATION

Project:

To:

Re:

R.F.I. Number:

From:

Date:

A/E Project Number:

Contract For:


Request:

Signed by: Date:

Response:

Attachments


Signed by: Date:




Page of July 1994

CSI Form 13.2A

BID


Room Upgrades

21339

Date:

Is the telecommunications Services as specified really required for this small project?An e-mail address reserved for thisproject, a personal computer with laser printer. All our men have smart phones. E-mails/ texts are received andanswered.

BID 012

Roy Cook / North Point Builders, Inc.

3/20/14

That paragraph will be deleted by addendum.

Karen Burlingame

3/20/14

1

March 24, 2014

ABERDEEN HIGH SCHOOL – STADIUM AND WEIGHT ROOM UPGRADES

ADDENDUM NO. 1

21339.00/060

TO THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR THE REFERENCED PROJECT,

DATED MARCH 3, 2014, AS PREPARED BY GRIMM & PARKER ARCHITECTS, 11720

BELTSVILLE DRIVE, SUITE 600, CALVERTON, MARYLAND 20705.

This Addendum includes changes and clarifications to the Contract Documents. The information includes

the following:

SPECIFICATION ITEMS:

ITEM NO. 1 SPECIFICATION COVER PAGE

REVISE City listed on cover page from Bel Air to Aberdeen.

ITEM NO. 2 TABLE OF CONTENTS

DELETE 00200 PREVAILING WAGE – this section is not provided or applicable.

ITEM NO. 3 SECTION 00 10 00 – INSTRUCTIONS TO BIDDERS

00 10 00 - 1 1.2

REVISE First sentence of paragraph as follows: All proposals shall be submitted in duplicate on

the proposal forms provided herein.

ITEM NO. 4 SECTION 01 50 00 – TEMPORARY FACILITES AND CONTROLS

01 50 00 - 1 1.3.B.

DELETE Paragraph B in its entirety.

ITEM NO. 5 SECTION 01 51 00 – TEMPORARY UTILITIES

01 51 00 - 1

CLARIFY Contractor may tie into existing power and water for construction purposes. Contractor is

responsible for any utilities in excess of what is readily available on site.

ITEM NO. 6 SECTION 01 52 13 – FIELD OFFICES AND SHEDS

DELETE This section in its entirety.

ABERDEEN H.S. STADIUM AND WEIGHT ROOM UPGRADES

ADDENDUM NO. 1

2

ITEM NO. 7 SECTION 07 41 13 – METAL ROOF PANELS - ALTERNATE

07 41 13 - 6 2.4.A

ADD 1. Fastener Material: 300 series stainless steel.

07 41 13 - 7 2.8.A.1

ADD b. S-5! ColorGard by S-5! Metal Roof Innovations, Ltd.

ITEM NO. 8 SECTION 07 54 19 – THERMOPLASTIC MEMBRANE ROOFING (PVC)

07 54 19 - 6 2.1.C.3.

ADD m. Ridge Vent: PVC-coated, heat-weldable 24 gauge, G90 galvanized sheet metal

formed into a ridge vent as detailed by the manufacturer. Ridge vent consists of

ridge support rails mechanically secured to substrate with ventilation holes every 6

inches on center and a ridge cap fastened to rails.

ITEM NO. 9 SECTION 08 36 13 – SECTIONAL DOORS

08 36 13 - 1 2.1

SUBSTITUTE New paragraph 2.1 as follows:

2.1 MANUFACTURERS

A. Basis-of-Design: Clopay Corporation; Model 3220,

www.clopaydoor.com.

B. Other Acceptable Manufacturers:

1. Wayne-Dalton, A Division of Overhead Door Corporation:

www.wayne-dalton.com.

2. Fimbel Architectural Door Specialties: www.fimbelads.com.

08 36 13 - 2 2.2.B

SUBSTITUTE New paragraph 2.2.B as follows:

B. Door Construction:

1. Panels: Sandwich construction of exterior and interior steel skins pressure

bonded to an expanded core, with skins separated by a continuous silicone

filling forming a thermal break.

2. Steel Skins: Formed from roll formed commercial or drawing quality steel sheet,

hot-dip galvanized per ASTM A 924/A 924M and ASTM A 653/A 653M, pre-

painted with primer and baked-on polyester topcoat; sections formed to create

weather tight tongue-in-groove meeting joint, unless otherwise specified.

3. Reinforcing: Galvanized and primed steel reinforcement located under each

hinge location, pre-punched for hinge attachment.

4. Handle: High impact polymer step plate/lift handle on bottom panel section.

08 36 13 - 2 2.3

SUBSTITUTE New paragraph 2.3 as follows:

2.3 DOOR COMPONENTS

A. Overall Panel Thickness: 2 inches.


ADDENDUM NO. 1

3

B. Steel Skin Thickness: Minimum 20 gauge 0.034 inch exterior; minimum 28

gauge 0.034 inch interior.

C. Stiles: Steel pre-painted end stiles, minimum 0.049 inch thick, engineered

for easy hardware attachment through pre-punched holes.

D. Bottom panel section reinforced with continuous 0.050 inch aluminum

astragal retainer with U-shaped flexible PVC astragal.

E. Thermal Resistance (R-value): 9.1 deg F hr sq ft/Btu (1.6 (K sq m)/W);

calculated door section R-value in accordance with DASMA TDS-163.

F. Windows: None.

G. Locking: Inside spring loaded slide bolt lock on end stile that engages slot

in track.

1. Provide five pin cylinder lock with outside key.

H. Weather stripping: Provide complete perimeter seals. Provide flexible top

seal, flexible jamb seal and U shaped bottom seal.

I. Tracks: Vertical tracks minimum 0.061 inch (1.55 mm) galvanized steel

tapered and mounted for wedge type closing. Horizontal tracks minimum

0.075 inch (1.91 mm) galvanized steel, reinforced with minimum 0.0897

inch (2.28 mm) galvanized steel angles as required:

1. Track Width: 2 inches (50 mm).

2. Provide standard lift tracks with 15 inches (381 mm) radius

track.

J. Spring Counterbalance: Torsion spring counterbalance mechanism sized to

weight of the door, with a helically wound, oil tempered torsion spring

mounted on a steel shaft; cable drum of die cast aluminum with high

strength galvanized aircraft cable with minimum 7 to 1 safety factor.

1. High Cycle Spring: 100,000 cycles.

K. Break-Away Bottom Section: Integral part of door; with fiberglass or 1/8

inch (3 mm) polycarbonate lined bottom section with flexible neoprene

rubber side edges; exterior to match door face.

1. Single breakaway bottom section.

L. Lift Mechanism: Torsion spring on cross head shaft, with braided

galvanized steel lifting cables.

1. For Manual Operation: Requiring maximum exertion of 25

lbs force to open.

08 36 13 - 2 2.4.B

SUBSTITUTE New paragraph 2.4.B as follows:

B. Insulation: Polystyrene.

ITEM NO. 10 SECTION 10 14 00 – SIGNAGE

10 14 00 - 1 1.2

REVISE Paragraph title to DESIGN REQUIREMENTS – INTERIOR AND EXTERIOR SIGNS

REVISE Paragraph A.1 as follows: 1. Provide one sign identifying each room except for Coach’s

rooms A103 and A107.

ADD Sentence to paragraph 7.a as follows: Exterior door signs shall be mounted on brick

adjacent to door. Provide mechanical fasteners appropriate for substrate.


ADDENDUM NO. 1

4

10 14 00 - 2 2.1.A

ADD 6. Adcorp Signs, Inc.

ITEM NO. 10 SECTION 10 50 00 – LOCKERS

10 50 00 - 3 2.8

SUBSTITUTE New paragraph B as follows:

B. Cast iron pedestal used to support locker benches shall consist of a one-piece casting

16-1/4 tall with 6" diameter flanges on either end. The overall height of the bench

assembly shall be 17-1/2". Pedestals shall be finished to match lockers. Provide 10 ga

base plate for mounting to floor. Mount pedestals 6” maximum from end of bench, and

4’ o.c., max. spacing.

ITEM NO. 11 SECTION 22 42 23 – COMMERCIAL SHOWERS, RECEPTORS, AND BASINS

REVISE Section footers from 22 42 26 to 22 42 23.

22 42 23-2

ADD paragraph B to PART 2 PRODUCTS as follows:

B. Shower Cabinet (Accessible)

1. General: Provide shower basin and cabinet. Provide shower faucet,

head, etc. as described in Part A.

Shower cabinet shall be 39” x 39” flat Commodore Model S-135/136

or equal.

2. Back and Side Walls: Commodore Shower Cabinet with back and side

wall panels are to be joined with anodized aluminum extruded molding

and fastened together with screws. Walls shall be water impervious and

shall be free from defect. The top frame shall be of extruded aluminum

construction with integral shower curtain track. Polypropylene walls

shall conform to the physical properties section of ANSI Z124.

3. Shower Floor: Shower floor shall be of the Precast Terrazzo type as

manufactured by Fiat Products. Shoulder shall be not less than six

inches high inside, and not less than three inches wide. Rabbets shall be

1/8” wider than slabs used and shall be not less than 1” deep. Inside

shoulder of rabbet shall be lower than outside shoulder. Drain body

shall be of stainless steel, cast integral, and shall provide for a

connection not less than one-inch deep to a two-inch pipe. Removable

type strainer plate. Terrazzo shall be made of marble chips cast in white

portland cement to produce a compressive strength of not less than

3000 P.S.I. seven days after casting. Terrazzo surface shall be ground

and polished with all air holes and/or pits to be grouted and excess

removed. Terrazzo floors shall conform to federal specification WW-P-

541 requirements.”

ITEM NO. 12 SECTION 31 20 00 – EARTH MOVING

REVISE Section footers from 31 00 00 to 31 20 00.


ADDENDUM NO. 1

5

DRAWING ITEMS:

CIVIL

ITEM NO. C1 SHEET C-1.1

ADD Additional section of concrete sidewalk to be removed and replaced during trenching for

storm drain installation per attached sketch C1-1.

REVISE Note D-9 to “Not used.”


ADD Additional section of concrete sidewalk to be removed and replaced during trenching for

storm drain installation per attached drawing C1-2.

REVISE Location of fence and gate on the south side of new field house building to avoid post

conflict with new downspout and storm drain per attached drawing C1-3.


REVISE Location, connection, and inlet type for storm water management facility overflow inlet

I-2 per attached drawing C1-4.

ADD Items used on plan to legend for clarification per attached drawing C1-5.

CLARIFY Note on “Observation Well” detail. Note to read “PVC watertight screw cap permanently

mark field measured depth to invert on cap with waterproof black marker.”


REVISE Location, connection, and inlet type for storm water management facility overflow inlet

I-2 per attached drawing C1-6.

ITEM NO. C5 DETAIL 1 - SHEET C-5.1

DELETE Note #1 on Detail 1, Bituminous Concrete Paving.

ARCHITECTURAL

ITEM NO. A1 DRAWING A6/A-1.1

ADD Note “CJ” at control joint at northwest corner of new exterior wall (see elevation).

ITEM NO. A2 DRAWING E5/A-1.1

REVISE Three 2’x4’ light fixtures to shift one tile to the west so that fixtures are aligned in a row.


ADDENDUM NO. 1

6

ITEM NO. A3 DRAWING H11/A-1.1

ADD Detail reference callout at new roof drain along west wall to reference detail K8/A-1.2.

ITEM NO. A4 DRAWING G18/A-1.2

CLARIFY Detail notes which are cut off the sheet – see attached sketch A1-1.


REVISE Note for cast stone sill to “CAST STONE SILL SHAPE – SEE DETAIL H3/A-1.2”.

ITEM NO. A6 DRAWING A18 AND K11/A-1.2

CLARIFY Refer to spec. section 07 21 27, paragraph 2.2.C for air barrier transition membrane.

ITEM NO. A7 DRAWING D18/A-1.2

ADD Air barrier transition membrane at CMU back-up from beam at plate and up CMU

vertically 8” (behind spray insulation).


ADD Note “CJ” at control joint adjacent to masonry pier west of door A110 (see elevation).

ADD Note at benches in both Team Rooms as follows: LOCATE PLAYER BENCHES 3”

OFF WALL, TYPICAL. SEE SECTION 105000 FOR SPEC.

ITEM NO. A9 ELEVATION NOTES, SHEET A-2.1

DELETE “AND SPECIAL MASONRY SHAPES” from the end of note #6.

REVISE Note #7 as follows: 7. REFER TO TYPICAL FLASHING DETAILS ON SHEET A-2.2

FOR FLASHING REQUIREMENTS.

ITEM NO. A10 PLAN NOTES, SHEET A-2.1

REVISE Note 1 as follows: 1. REFER TO SHEET A-2.3 FOR WALL TYPES AS

REFERENCED ON PLANS WITH THE DIAMOND SYMBOL. ALL INTERIOR

WALLS ARE TYPE A2 WITH TYPE J2 ABOVE PER DETAIL A11/A-2.2 EXCEPT

WHERE NOTED AS TYPE A1. ALL INTERIOR WALLS NOTED AS TYPE A1

EXTEND TO 12’ A.F.F., TYP.


ADDENDUM NO. 1

7

ITEM NO. A11 DOOR SCHEDULE, SHEET A-2.3

ADD Jamb, head and sill detail references as follows:

Doors A101B and A105B – J2, H2 and S1. Frame shall be HM.

Doors A102 and A106 – J1, H1 and no sill detail. Frame shall be HM.

ITEM NO. A12 DOOR NOTES, SHEET A-2.3

DELETE NOTES FOR REMARKS COLUMN 1 thru 9 listed below Typical Door Notes. There is

only one door remark note (#1) and it is listed below the Door Schedule.

ITEM NO. A13 DOOR TYPES, SHEET A-2.3

DELETE Note regarding manual roller shades. No roller shades are required.

ITEM NO. A14 DRAWING H3 AND J3/A-2.3

REVISE Detail H3 and J3 per attached sketch A1-2.

ITEM NO. A15 FINISH SCHEDULE, SHEET A-2.3

ADD Remark note #1 to remarks column of room A104, Referee.

DELETE Remark note #1 from remarks column of room A103, Coach.


ADD Toilet accessory item #6 callout to grab bar on east wall of toilet stall in Referee A104.

REVISE Shower rough-in width dimension from 40” to 39”. Add note: COORDINATE

SHOWER ENCLOSURE DIMENSIONS WITH SHOWER UNIT MANUFACTURER.

ITEM NO. A17 TYPICAL TOILET ROOM NOTES, SHEET A-2.3

DELETE Notes #3, #6, #7, #10, and #13.

REVISE Note 5 to reference item #9 (not item #8).

ITEM NO. A18 DRAWING S2/A-2.3

DELETE Angle show at edge of concrete slab at sill. Angle is not required. Delete note for 1”x1”

angle. Angle is not required.


ADDENDUM NO. 1

8

STRUCTURAL

ITEM NO. S1 SHEET S102

REVISE Section mark A/S401 on perimeter walls in Foundation Plan to B/S401.

REVISE Section mark A/S401 similar on perimeter walls in Foundation Plan to B/S401 similar.

REVISE Section mark P/S401 on perimeter walls in Roof Framing Plan to N/S401.

REVISE Section mark N/S401 on perimeter walls in Roof Framing Plan to P/S401.


REVISE Detail L/S301 to show 2x6 stud walls instead of 2x8 stud walls above the CMU partition

wall.


REVISE Section N/S401 per attached sketch SK-S1-1.

REVISE Section P/S401 per attached sketch SK-S1-2.

ELECTRICAL

ITEM NO. E1: SHEET E-0.2: Site Plan -Electrical

ADD Drawing Note Number 7. Refer to Sketch E-1-1 for additional information.

REVISE Fencing around existing electrical distribution equipment. Refer to Sketch E1-1 for

additional information.

ITEM NO. E2: SHEET E-2.1: Field House Floor Plan – Electrical

REVISE Location of low voltage Occupancy/Vacancy sensor in Referee Room A104 south below

radiant heat panel just inside of door if Alternate No. 5 is accepted. Location shall remain

if Alternate No. 5 is not accepted.

*****

4 C11

4 C12

4 C13

4 C14

C154

4 C16

BRICK FACE

CAVITY MORTAR CONTROL

2 1/2" SPRAY FOAM INSULATION/ AIRAND WATER BARRIER ON CMU

WEEPS AT 16" O.C.

GALVANIZED STEEL ANGLE.REF: STRUCTURAL

REINF. CMU LINTEL.REF: STRUCTURAL DRAWINGS

SOLID GROUT CELLSBELOW FLASHING

SOLID GROUT SLOPE ATFLASHING BED

1-1/2" RIGID INSULATION WITHSLOPED TOP. FIT TIGHT INCAVITY

FLASHING 2" INTO CMU UNDERWALL REINFORCEMENT

TERMINATION BAR AT AIR BARRIERTRANSITION MEMBRANE AND FLASHING HEAD

3-1/2" SPRAY FOAM AT OVERLAP. CUTSMOOTH AS REQUIRED TO MAINTAIN 3-1/2". PROVIDE 1/2" CAVITY MORTARCONTROL IN GAP TO FACE VENEER

CONTINUOUS AIR BARRIER TRANSITIONMEMBRANE FROM SEALANT TO OVERLAP

4" BEHIND SPRAY FOAM INSULATION

INSULATED SECTIONAL DOOR

SECTIONAL DOORTRACK - SUPPORT AS

REQUIRED

GROUT SOLID

0' - 7 5/8"

3"X3"X1/4" GALV. STL ANGLE W/3/4" DIA.X6" LONG STUDS W/ 1"@ 16" O.C.

SECTIONAL DOOR AND TRACK

SE

E P

LAN

CONT. SEALANT

1" HOOK @2'-0" O.C.

CONT.SEALANT

11720 Beltsville DriveSuite 600

Calverton, MD 20705

DATE

www.grimmandparker.com

SCALE: 1 1/2" = 1'-0"ABERDEEN HIGH SCHOOL UPGRADESREVISION TO SHEET A-2.3 03/24/14 A1-2

ADD

1 1/2" = 1'-0"H3EXTERIOR SECTIONAL DOOR HEAD - ADD 1

1 1/2" = 1'-0"J3EXT OVERHEAD DOOR JAMB

114

124

11720 Beltsville Drive

Suite 600

Calverton, MD 20705

www.grimmandparker.com

E114