project name: client name: location: project number: …€¦ · no. 1 to the drawings and the...

NO. 1

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: A New Frisco High School Softball Locker Room

CLIENT NAME: Frisco I.S.D.

LOCATION: Frisco, Texas

PROJECT NUMBER: 1777-02-01

PROPOSAL DATE: Thursday, June 13, 2019, 2:00 PM

ADDENDUM DATE: Monday, June 10, 2019

For additional information regarding this project, contact Luke Powell at 800.687.1229.

THIS ADDENDUM INCLUDES:

Civil Items 1 Page

Landscape Items 0 Pages

Structural Items 0 Pages

Architectural Items 4 Pages

Plumbing Items 1 Page

Mechanical Items 0 Pages

Electrical Items 0 Pages

Technology Items 0 Pages

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

06.10.19

Project Name: A New Frisco High School Softball Locker Room Client: Frisco I.S.D. Frisco, Texas Project Number: 1777‐02‐01

Civil Items For Addendum No. 1

Page 1 of 1

CIVIL ITEMS FOR ADDENDUM NO. 1 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above‐mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED: DRAWINGS: AD No 1, Civil Item 1: To the Drawings, Sheet CP‐1, “Paving & Dimension Control Plan,”

1) Added sidewalk to provide ADA access to public ROW.

AD No 1, Civil Item 2: To the Drawings, Sheet CWS‐1, “Water & Sanitary Sewer Plan,” 1) Added 8” valve and revised private fire line calls to include a tee and (cut‐in) valve.

END OF CIVIL ADDENDUM

Project Name: A New Frisco High School Softball Locker Room

Client: Frisco I.S.D.

Frisco, Texas

Project Number: 1777-02-01

Architectural Items For

Addendum No. #1

Page 1 of 4

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 1NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had

been issued at the sampe time and incorporated integrally therewith. Where provisions of the following supplementary

data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this

Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and

supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal

form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

PROJECT MANUAL:

AD No 1, Arch. Item 1: To the Project Manual, Section 00-4200, “PROPOSAL FORM,”

Replaced section in its entirety with the attached revised section included as part of this addendum.

AD No 1, Arch. Item 2: To the Project Manual, Section 01-6210, “SCHEDULE OF MATERIALS AND COLORS,”

Revised schedule as noted below by highlighted cells.

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITESArchitectural Woodwork

KEY MATERIAL MANUFACTURER MODEL/SERIES COLOR/NUMBER COMMENTS

PL02 Plastic Laminate Wilsonart Gloss Line Finish8214K-28 Phantom Charcoal

Casework

DIVISION 9 - FINISHES

Tiling


TC01 Tile, Ceramic Daltile LinearMatte Arctic White; 0790

4"x12"; Matte

Grout Laticrete 18 Sauterne1/8" Grout Joint @ TC01

TC02 Tile, Ceramic Daltile Linear Sea Breeze; 1174 4"x12"; Gloss

Grout Laticrete 18 Sauterne1/8" Grout Joint @ TC02

Grout Laticrete 45 Raven 1/8" Grout Joint @ TP

Grout Laticrete 45 Raven 1/8" Grout Joint @ BTP

06.10.19



Frisco, Texas



Addendum No. #1

Page 2 of 4

DIVISION 9 - FINISHESPainting and Coating


PNT02 Paint Sherwin Williams Frank Blue; SW 6967

To match Frisco High School standard blue

PNT03 Paint Sherwin Williams Goldfinch; SW 6905

To match Frisco High School standard yellow

PNT05 Paint Sherwin Williams TBDTo match Frisco High School standard gray

DIVISION 10 - SPECIALTIES

Information Specialties

KEY TYPE MANUFACTURER MODEL/SERIES COLOR/NUMBER COMMENTS

TB Tack Board Frames Claridge Clear Anodized

Tack Board Cork Claridge Cork TBD

AD No 1, Arch. Item 3: To the Project Manual, Section 08-7100, “HARDWARE,”

Added section and associated schedule in their entirety with the attached section included as part of this addendum.

AD No 1, Arch. Item 4: To the Project Manual, Section 10-7300, “PROTECTIVE COVERS,”

Removed section from the project in its entirety.

DRAWINGS:

AD No 1, Arch. Item 5: To the Drawings, Sheet AS1.1, “SITE PLAN AND DETAILS,”

1) Refer to attached replacement drawing AS1.1 for revised graphics indicating change in required accessible sidewalk.

AD No 1, Arch. Item 6: To the Drawings, Sheet A1.1, “FLOOR PLAN AND WALL/ PARTITION TYPES,”

2) Refer to attached replacement drawing A1.1 for revised graphics indicating change in required storage.

3) Revised notes at all HC dressing benches to remove “BY OWNER.” All benches are to be provided by Contractor.

AD No 1, Arch. Item 7: To the Drawings, Sheet A4.1, “FINISH PLAN AND INTERIOR ELEVATIONS,

Detail 1 – FINISH PLAN

1) Refer to attached replacement drawing A4.1 for revised graphics indicating change in required storage.

2) Notes were added to indicate “18”D STL UTILITY SHELVING BY CONTRACTOR,” and “SHELF AND ROD (TYP OF 2).”

3) Revised painted graphic note in 1.05-HALL to indicate PNT05 background color.

4) Removed painted graphic note in 1.07-HALL.

5) Added note to show extents of PNT05 in 1.12-SHOWERS.

Detail 4 – INTERIOR ELEVATION

1) Revised height of TC01 in 1.01-TOILET and clarified location of “BULL-NOSED TILE EDGE”.



Frisco, Texas



Addendum No. #1

Page 3 of 4


1) Revised height of TC02 in 1.01-TOILET.

2) Revised TC02 to TC01.

3) Revised EPNT01 ABOVE / TC02 TO 8’-0” to TC02.


1) Revised extents of PNT01 in 1.05-HALL and 1.07-HALL.

2) Added location of wall graphic and “PNT05 BEHIND GRAPHIC” in 1.05-HALL.


1) Refer to attached replacement drawing A4.1 for extents and location of painted accent stripes PNT02 and PNT03 in

1.06-DRESSING.



1.06-DRESSING.



1.06-DRESSING.



1.06-DRESSING.


1) Revised height of TC01 in 1.01-TOILET and clarified location of “BULL-NOSED TILE EDGE”.


3) Revised PNT01 to PNT05.







COMMENTS LEGEND

1) Added note “6. WALL GRAPHIC SHOWN IS FOR REFERENCE ONLY. COORDINATE FINAL GRAPHICS SELECTION

WITH OWNER.”

ROOM FINISH SCHEDULE

1) Revised schedule as noted below.

a. 1.01-TOILET

i. S FINISH: revised from PNT01/EPNT01/TC01/TC02 to PNT01/TC01.

ii. W FINISH: revised from EPNT01/TC02 to TC02.

b. 1.05-HALL

i. N FINISH: revised from PNT01 to PNT05.

ii. COMMENTS: added note 6.



Frisco, Texas



Addendum No. #1

Page 4 of 4

c. 1.06-DRESSING

i. N FINISH: revised from PNT01 to PNT01/PNT02/PNT03.

ii. E FINISH: revised from PNT01 to PNT01/PNT02/PNT03.

iii. S FINISH: revised from PNT01 to PNT01/PNT02/PNT03.

iv. W FINISH: revised from PNT01 to PNT01/PNT02/PNT03.

d. 1.11-TOILET

i. E FINISH: revised from EPNT01/TC02 to TC02.

ii. W FINISH: revised from EPNT01/TC02 to TC02.

e. 1.12-SHOWERS

i. N FINISH: revised from EPNT01/TC01 to PNT01/TC01.

ii. E FINISH: revised from PNT01/EPNT01/TC01 to PNT05/TC01.

iii. S FINISH: revised from EPNT01/PNT01/TC01 to PNT01/TC01.

iv. W FINISH: revised from EPNT01/TC01 to TC01.

AD No 1, Arch. Item 8: To the Drawings, Sheet A8.1, “CASEWORK ELEVATIONS,”

Detail 4 – CASEWORK ELEVATION

1) Refer to attached replacement drawing A8.1 for replacement of TCF and OSS18 with utility shelving as indicated in

sheet A4.1 revision listed above.


1) Refer to attached replacement drawing A8.1 for replacement of TCF and OSS18 with shelves and rods as indicated in

sheet A4.1 revision listed above.


1) Refer to attached replacement drawing A8.1 for replacement of TCF and OSS18 with utility shelving, and shelves and

rods as indicated in sheet A4.1 revision listed above.

END OF ARCHITECTURAL ADDENDUM

Project Name: A New Frisco High School Softball Locker RoomClient: Frisco I.S.D.Frisco, TexasProject Number: 1777-02-01

Plumbing Items ForAddendum No. 1

Page 1 of 1

PLUMBING ITEMS FOR ADDENDUM NO. 1NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

DRAWINGS:

AD No 1, Plumb. Item 1: To the Drawings, Sheet P2.1, “PLUMBING PLAN,”1) Refer to clouded area for fire line size change

END OF PLUMBING ADDENDUM

Frisco ISD - A New Frisco High School Softball Locker Room (1777-02-01)Frisco, Texas

Huckabee 00 4200 - 1PROPOSAL FORM

SECTION 00 4200PROPOSAL FORM

PART "A" - BASE BID AND ALTERNATES DATE

1.01 TO:John Classe, President, Board of Trustees, Frisco ISD, Frisco, Texas.

A. Having carefully examined the project manual, drawings, and related documents entitled: A NewFrisco High School Softball Locker Room as prepared by Huckabee, as well as the premisesand conditions affecting the work, the undersigned proposes to furnish all materials, labor andequipment, and perform all work required by the contract documents for the construction of theA New Frisco High School Softball Locker Room project, in accordance with said documents, ofwhich this Proposal is a part, for the following sum:

B. PROPOSAL ITEM NO. 1: For the construction of A New Frisco High School Softball LockerRoom for Frisco ISD in compliance with and as shown on the drawings and herein specified forthe sum of:

$

Dollars

C. ALTERNATE NO. 1: Provide permanent irrigation in remainder of proposed area requested asshown on the irrigation plan, (choose one) Add / Deduct the sum of:

$

Dollars

(choose one) Add / Deduct __________ consecutive calendar days if alternate isaccepted.

D. ALTERNATE NO. 2: Excavate and provide decomposed granite in 3 existing grass parkingislands as shown on the landscape plan, (choose one) Add / Deduct the sum of:

$

Dollars


E. ALTERNATE NO. 3: Provide additional soil to level area and new sod near backstop as shownon the landscape plan, (choose one) Add / Deduct the sum of:

$

Dollars


06.10.19



F. Refer to Section 01 1400 Work Restrictions for specific project schedule. The Contractoracknowledges that they have read and understand the project schedule as stated in Section 01 1400. Please initial as acknowledged __________ (initials).

G. The undersigned acknowledges _______ addenda to the project manual and drawings.H. The undersigned agrees, if awarded the contract, to execute and deliver to the Owner, at the

time of the signing of the contract, a Performance and Payment Bond of approved form throughan approved bonding company duly authorized to do business in the State of Texas, andcurrently listed in the Department of Treasury Federal Register, which is acceptable suretywithin their Uni underwriting limitations on bonds, in favor of the Frisco ISD as specified in theInstructions To Proposers contained in the project manual.

I. The undersigned further agrees that the Certified Check, Cashier's Check, or Proposal (Bid)Bond in the amount of five (5%) percent of his Proposal, payable to the Frisco ISD,accompanying this Proposal, is left in escrow with the Architect, that it's amount is the measureof liquidated damages the Owner will sustain by the failure of the undersigned to execute anddeliver the above-named agreement, or in furnishing the 100% Payment and PerformanceBonds within ten (10) days of written notification of the award of the contract to him, then theCertified Check, Cashier's Check, or Proposal Bond shall become the property of the Owner;but if this Proposal is not accepted within forty-five (45) days of the time set for the submissionof proposals, or if the undersigned executes and delivers said contract and bonds, the checkshall be returned to him on receipt thereof.

J. For each day that the completion of the project extends beyond the stipulated completion dates,the Contractor agrees to pay to the Owner the sum of One Thousand Five Hundred and no/100Dollars ($1,500.00) per day, and that this is the amount of liquidated damages the Owner willsustain for each day the time of completion of the project extends beyond the stipulated dates.

K. If he is notified of the acceptance of this Proposal within forty-five (45) days of the time set forthe opening of proposals, he agrees to execute a contract for the above work for theabove-stated compensation in the form of the Standard Agreement of the American Institute ofArchitects.

L. The undersigned agrees that the following unit prices may apply on any additions to, ordeductions from the work, which prices shall include overhead, profit, taxes, and all otherrelated costs. The unit prices shall be installed, in-place prices for materials/systems asspecified. The quoted unit prices will be valid, and the quoted unit prices will be in force on anywork. A singular cost shall be provided below to be used for both additions and deductions. Ifdifferent prices are provided for additions and deductions the average of the absolute values willbe used. The materials and work shall be in compliance with the specifications. The Contractorshall not be compensated for work that is not authorized by the Architect or Owners Laboratory(e.g. over drilling of piers and additional concrete and reinforcement for over drilled piers)

UNIT PRICING MATERIAL/SYSTEM UNITS COST ($)/UNIT

Excavation (Dirt or Caliche) Cubic Yard ____________________

Excavation (Rock) Cubic Yard ____________________

Backfilling (On Site) Cubic Yard ____________________

Reinforcing Steel, Straight or Bent Pound ____________________

Structural Concrete Cubic Yard ____________________



Uncased Drilled Piers - Complete including reinforcing, concrete,accessories and drilling

18" Diameter Lineal Foot ____________________

Cased Drilled Piers -Complete including reinforcing, concrete,accessories, drilling and casing

18" Diameter Lineal Foot ____________________

M. It is further agreed that extended periods of labor strikes, unusual and destructive weatherconditions that are beyond the normal weather patterns, and other generally recognized "Acts ofGod" will be cause for an approved extension of the above-stipulated completion of timeschedule. It is also agreed that a request for extension of time will be made in writing by theContractor to the Architect within fifteen (15) days after the time of occurrence for anyconsideration to be given the request. It is agreed that no additional funds are allowed forExtensions of Time.

N. Contractor has read and agrees with all provisions and articles of the contract documents.Respectfully submitted,

Contractor:

Per:



VENDOR COMPLIANCE TO STATE LAWFrisco ISDPlease answer the following questions and return with this bid:

Texas law prohibits cities and governmental units from awarding contracts to anon-resident unless the amount of such proposal by a Texas resident by the amount theTexas resident would be required to underbid in the non-resident bidder's state. Forinformation regarding this series of questions, see Article 601g of the Texas Civil Statutes.

Is your principal place of business in Texas? Yes No (Circle One)

If no, in which state is your principal place of business? __________

If your principal place of business is not Texas, does your state favor resident bidders inyour state by some dollar increment or percentage? Yes No (Circle One)

If yes, what is that dollar increment or percentage? _____

AUTHORIZED SIGNATURE

NAME OF COMPANY

ADDRESS

CITY STATE ZIP CODE

DATE



NOTIFICATION OF HAZARDOUS MATERIALS AFFIDAVIT

STATE OF TEXAS

__________ COUNTY

Before me, undersigned authority on this day personally appeared ,known to me to be the person whose name is subscribed below, who, on oath stated:

"As the appropriate official of the company, contractor, or subcontractor submitting this affidavitin conjunction with a bid submitted to the Frisco ISD, I acknowledge that this company,contractor, or subcontractor has been notified that copies of the Asbestos Hazard EmergencyResponse Act (AHERA) for the school(s) where such company, contractor or subcontractor hasbeen contracted to perform work are available at the Frisco ISD, Frisco, Texas. I understandthat it is our responsibility to familiarize ourselves with such plans and that it is our responsibilityto inform every worker that we use on this project as to the availability of these plans.

We also acknowledge that we will be required to obtain clearance from the Frisco ISD, prior toexecuting any work on this project.”

Name of Company:

By:

Title:

STATE OF TEXAS

COUNTY OF __________

Sworn to and subscribed before my hand at , Texas this theday of , 20 , A.D.

Notary Public in and for __________ County, Texas

END OF SECTION

06.10.19

WM

MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:6-10-19

FRISCO, TEXAS

F.I.S.D. SOFTBALL LOCKER ROOM ADDITION

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax

111 West MainAllen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:RLK: 19023

SHEET:

RLK ENGINEERING, INC.

RLKRLKRLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:19023 PAV.dwgRLK Engineering

FRISCO INDEPENDENT SCHOOL DISTRICT

6-10-19

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:

Copyright © 2019, Huckabee & Associates, Inc.

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PAVING & DIMENSION CONTROL PLAN

CP-1

PAVING &DIMENSIONCONTYROL PLAN

CP-1

X X X

X X

X

X

X

X X

X X

X X

X X

X X

X

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X

X X

X X

X

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X X

X X

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X X

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MISC. INFORMATION DESCRIPTION

RLK

RLK

PEER REVIEW:

TECH REVIEW:

DRAWING DATE:6-10-19

FRISCO, TEXAS

F.I.S.D. SOFTBALL LOCKER ROOM ADDITION

DRAWING SCALE:

DATEREVISION

(972) 359-1733 Off(972) 359-1833 Fax

111 West MainAllen, Texas 75013

DRAWING FILE:

PROJECT NUMBER:RLK: 19023

SHEET:

RLK ENGINEERING, INC.

RLKRLKRLK Engineering

Texas Registration No. 579 DRAWN BY:

DESIGNED BY:19023 Util.dwgRLK Engineering

FRISCO INDEPENDENT SCHOOL DISTRICT

6-10-19

Sheet No.Job No.

Drawn By:

Date:

Proj

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WATER & SANITARY SEWER PLAN

CWS-1

WATER & SANITARYSEWER PLAN

CWS-1

8' MB

ICE

WA

SH

.D

RY

.

AD

A

AD

A

FEC4' MB4' TB

REF. TYP. CONST. DTLS. FOR ADDITIONAL INFO.

NOTES:

1) THE CONTRACT DOCUMENTS ARE COMPRISED OF BOTH THE

DRAWINGS AND THE SPECIFICATIONS.

2) ALL DIMENSIONS SHOWN ARE TO FACE OF MASONRY.

3) SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCEMENT

REQUIREMENTS.

4) SEE SPECIFICATIONS AND TYPICAL CONSTRUCTION DETAILS FOR

ADDITIONAL MASONRY REQUIREMENTS.

5) SEE PLUMBING PLANS AND ENLARGED FLOOR PLANS FOR EXACT

LOCATIONS OF FIXTURES AND DRAINS.

6) REF. DOOR SCHEDULE AND DETAILS FOR MASONRY ROUGH

OPENING SIZES.

7) VERIFY ALL MASONRY OPENINGS WITH MANUFACTURERS'

PRODUCTS (E.G. FIRE EXTINGUISHER CABINETS, ELECTRICAL

PANELS, ETC.).

8) REF. SHEET G2.1 FOR CODE ANALYSIS PLANS.

9) REF. A2 SHEETS FOR REFLECTED CEILING PLANS.

10) REF. A4 SHEETS FOR FLOOR PATTERN PLANS.

4" MASONRY VENEER W/ ICF WALL BACKUP - PROVIDE

2" AIR GAP AT EXTERIOR WALLS. REF. WALL SECTIONS

AND EXTERIOR ELEVATIONS FOR THICKNESS,

MATERIAL TYPE AND CONSTRUCTION.

4" MASONRY VENEER W/ CMU WALL BACKUP -

PROVIDE 2" AIR GAP AT EXTERIOR WALLS. REF. WALL

SECTIONS AND EXTERIOR ELEVATIONS FOR

THICKNESS, MATERIAL TYPE AND CONSTRUCTION.

CMU PARTITION - REF. WALL SECTION OR PLAN

DIMENSIONS, TAGS, AND NOTES FOR THICKNESS, TYPE,

AND CONSTRUCTION.

STANDARD CMU

GROUND FACE CMU

NEW DRYWALL PARTITION

EXISTING DRYWALL PARTITION

CERAMIC/PORCELAIN TILE (PARTITION TYPE VARIES) -

REF ROOM FINISH SCHEDULE FOR TILE TYPES &

HEIGHTS

NOTES:

1) ALL UNTAGGED DRYWALL PARTITIONS ARE TO BE ASSUMED TYPE

H4. WHERE TUBE STEEL COLUMN IS BEING ENCASED, PARTITIONS ARE

TO BE TYPE H6. COLUMN FURRINGS ARE TO BE TYPE M4 NON-

ACOUSTICAL. THESE "STANDARD" PARTITIONS ARE TO EXTEND 6"

ABOVE CEILING.

2) ALL UNTAGGED NON-LOAD-BEARING CMU PARTITIONS ARE TO BE

ASSUMED TYPE A8 NON-ACOUSTICAL. MASONRY COLUMN FURRINGS

ARE TO BE TYPE A6. THESE "STANDARD" PARTITIONS ARE TO EXTEND

4" MIN ABOVE CEILING OR NEAREST 8" COURSING.

3) THE INSIDE OF DRYWALL CHASES NEED NOT BE GYP BD UNLESS

THAT PORTION OF THE CHASE IS PART OF A FIRE-RATED ASSEMBLY.

4) REF CODE ANALYSIS PLAN FOR LOCATIONS OF SPECIAL PARTITIONS.

REF RELATED LEGEND AND TYP WALL CONSTRUCTION DETAILS FOR

REQUIREMENTS.

5) SEE WALL SECTIONS FOR CONSTRUCTION OF EXTERIOR WALLS.

FIRE EXTINGUISHER - REF SPEC SECT. 10 4400.

PROVIDE TYPE "K" @ KITCHEN AREAS

PROJECTION SCREEN

REF. TYP. DET. ON A8 SHEETS

MARKERBOARD


TACKBOARD


ELECTRIC WATER COOLER - REF PLUMBING PLAN.

DOOR ASSEMBLY NUMBER - REF. SCHEDULE ON A3

SHTS. FOR DESCRIPTION.

WINDOW ASSEMBLY NUMBER - REF. SCHEDULE ON A3

SHTS. FOR DESCRIPTION.

SPECIAL OPENING NUMBER (ROLLING DOOR) - REF.

SCHEDULE ON A3 SHTS. FOR DESCRIPTION.

ELEVATION REFERENCE

CALLOUT REFERENCE

WALL SECTION REFERENCE

STRUCTURAL STEEL COLUMN - REF. STRUCT.

DRAWINGS.

RD-1

APPLIES TO SECTION PLANS

F.E.C.

A1.1 1

X' M.B.

P.S.

X' T.B.

1

A1.1

1.01

1.01

GENERAL FLOOR PLAN NOTES

PARTITION LEGEND

FLOOR PLAN LEGEND

1

A1.1

1.04

1.031.08

1.05

1.02

1.01

1.10

OFFICE

1.02

TRAINER

1.03STORAGE

1.08

LAUNDRY

1.09

MECH/ ELEC

1.10

TOILET

1.11

SHOWERS

1.12

HALL

1.07

HALL

1.04

HALL

1.05

DRESSING

1.06

TOILET

1.01

ADA

18"x18"x60" LOCKER

(TYP OF 40) 18"x18"x60"

LOCKER

(TYP OF 4)

5' - 0" 4' - 4" 5' - 4" 5' - 8" 2' - 4" 4' - 4" 3' - 4" 13' - 4" 2' - 4" 4' - 4" 2' - 0" 11' - 8"

45' - 6 3/8" 6' - 9 5/8" 13' - 6 3/8"

65' - 10 3/8"

CMU COURSING

6' -

8"6'

- 8"

3' -

0"11

' - 8

"1'

- 4"

10' -

8"

CM

U C

OU

RS

ING

14' -

0"

6' -

4"7'

- 8"

12' -

0"

41' -

10

3/8"

1' - 8 3/8" 7' - 3 3/4" 4' - 0" 8' - 0" 15' - 4" 16' - 0" 3' - 6" 8' - 2"65' - 10 3/8"

CM

U C

OU

RS

ING

CMU COURSING

12' -

0"

7' -

8"3'

- 4"

14' -

0"

6' -

4"1'

- 0"

5' -

4"

1' -

4"8"5'

- 4"

2' -

0"4'

- 0"

3' -

5"10

' - 7

"

8' -

0"3'

- 4"

8"

2' -

8"

4' -

4"8"

20' -

4"

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

12' -

2"

S2

S2

S1

S1

3' -

7"2'

- 11

1/2

"3'

- 0"

EW1

SH1

LV2

SH5

SH5 SH5

SH5

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

2' -

10"

2' -

10"

2' -

8"

4' - 0" 2' - 4" 4' - 8" 9' - 4" 1' - 4"

4

A5.1

5

A5.1

6

A5.1

A6

MOP SINK

LAUNDRY TRENCH -

REF. STRUCT. & PLUMB.

HC DRESSING

BENCH

HC DRESSING

BENCH

HC DRESSING

BENCH

SHOWER ROD &

CURTAIN ABOVE

1' -

5"

2' - 6" 1' - 3"AD

A

W203

W203

W203W203W203 W203 W203

W203

1' - 4" 1' - 8"

1' -

4"1'

- 8"

1' - 4" 1' - 8"

1' -

4"1'

- 8"

1' -

4"1'

- 8"

1' - 8" 1' - 8"

2

2

B B

10 1/2" 11 1/8"2'

- 8

3/8"

7 5/

8"

1

1

3

3

C C

A A

WATER HEATER -

REF. PLUMB.

TRANSFORMER -

REF. ELECT.

GEOTHERMAL CONTROL

PANEL - REF. PLUMB.

1.09

CONCRETE LOCKER

BENCH - REF. /5 A8.2

CONCRETE

HC LOCKER

BENCH -

REF. /5 A8.2

A6

AS1.1

2

41' -

10

3/8"

65' - 10 3/8"

41' -

10

3/8"

1' -

3"

1' - 3"1' - 3"

1' -

3"1'

- 3"

1' - 3" 1' - 3"

1' -

3"

T9

T7

T7

1' -

3"

1' - 3"

T9

T11

T7

6' -

4"2'

- 2"

L3

8

A5.1DOWNSPOUT &

SPLASHBLOCK

(TYP OF 3)

SH1

7

A5.1

DOWNSPOUT &

SPLASHBLOCK

(TYP OF 3)

3' -

0 3/

8"3'

- 0"

5' -

0"

5' - 0"

/7 A9.1

7

A5.1

Sim

SLO

PE

SLO

PE

SLOPESLOPE

SLO

PE

SLO

PE

SLOPE

SLOPE

CONCRETE

CURB (TYP)

SLO

PE

SLO

PE

SLOPESLOPE

SLO

PE

SLO

PE

SLOPESLOPE

WALL-

MOUNTED

MONITOR

ABOVE

T9

/2

A5

.2

/3

A5

.2

BULL-NOSED CMU

AT EXPOSED

CORNERS (TYP)

BULL-NOSED CMU

AT EXPOSED

CORNERS (TYP)

BULL-NOSED CMU

AT EXPOSED

CORNERS (TYP)

FD

FD

FD

FD

FD

1

12' - 8 3/8"

1

1

1

1) FOR ADA (H.C.) FIXTURE & ACCESSORIES REFER TO SHEET A1.x

"TOILET FIXTURE & ACCESSORIES SCHEDULE" FOR MOUNTING

HEIGHTS & ACCESSIBILITY REQUIREMENTS. THE ACCESSORIES ARE

CALLED OUT IN THE INDIVIDUAL STALL / ROOM TYPES / SHOWER

TYPES.

2) FIXTURES THAT STAND ALONE WILL BE TAGGED W/ A

PENTAGRAM SYMBOL; LAV'S, URINAL'S & EWC'S

3) PROVIDE PIPE INSULATION AS SPECIFIED AT ALL EXPOSED

PIPING AND DRAIN AT H.C. LAVATORIES.

4) REFER TO PLUMBING SPECIFICATIONS FOR ALL FIXTURES (TYP).

5) VERIFY EXACT FLOOR TILE PATTERN FOR ALL TOILETS.

COORDINATE WITH ARCHITECT.

S1 T1

LV1 U1

SH1

30" x 48" CLEAR FLOOR SPACE PER

T.A.S. REQUIREMENTS

5' - 0" DIAMETER TURNING RADIUS PER

T.A.S. REQUIREMENTS

PLAN LEGEND

GENERAL NOTES

CONCRETE MASONRY UNIT

CMU WIDTH

NOTE: FIRE RATINGS ARE BASED ON NCMA TEK 7.1 EQUIVALENT THICKNESS CALCULATIONS FOR LIGHT

WEIGHT CMU OF EXPANDED CLAY, SHALE, OR SLATE.

WALL

TYPE

CMU

WIDTH

PARTITION

WIDTH

FIRE

RATING UL LISTING EMPTY CELLS FULLY GROUTED NOTES

STC RATING (LT WT)

A4 3 5/8" 3 5/8" --- REF IBC 721.1(2) 42 46

A6 5 5/8" 5 5/8" 1 HR U906 44 52

A8 7 5/8" 7 5/8" 2 HR U905 46 56

A10 9 5/8" 9 5/8" 3 HR U904 49 59

A12 11 5/8" 11 5/8" 4 HR U901 50 62

FILL ENTIRE CAVITY W/SAND AS INDICATED FORSOUND PARTITIONS

PARTITION TYPE TAGS

A3

LETTER INDICATES PARTITION TYPE.

NUMBER INDICATES STUD OR CMU SIZE AS FOLLOWS:

1 - 7/8" HAT CHANNEL

2 - 1 5/8" METAL STUD

3 - 2 1/2" METAL STUD

4 - 3 5/8" METAL STUD OR CMU

6 - 6" METAL STUD OR 5 5/8" CMU

8 - 8" METAL STUD OR 7 5/8" CMU

12 - 11 5/8" CMU

WALL ASSEMBLY IN PLAN VIEW

A3

A3

A3

A3

A3

PARTITION TYPE TAG SHAPES

A3

WALL TO DECK

WALL TO 6" ABOVE CEILING

FIRE RATED WALL TO DECK

*ACOUSTICAL WALL TO DECK

*ACOUSTICAL WALL TO 6" ABOVE CEILING

*ACOUSTICAL FIRE RATED WALL TO DECK

INTERIOR PARTITION TYPE LEGEND

* = REF NOTE NO. 8 BELOWPARTITION NOTES:

1) ALL INTERIOR PARTITIONS NOT OTHERWISE DESCRIBED BY A WALL SECTION ARE IDENTIFIED BY A GRAPHIC

SYMBOL REPRESENTING HEIGHT AND ACOUSTICAL PROPERTIES, WITH AN ALPHANUMERIC CODE INDICATING

MATERIALS (BY LETTER) AND NOMINAL THICKNESS OF STRUCTURE (BY NUMBER).

2) UNTAGGED PARTITIONS AND COLUMN FURRINGS SHOULD BE ASSUMED TO BE "STANDARD" FOR BIDDING

PURPOSES. THE "STANDARD" GYP BOARD PARTITION IS TYPE H4, ACOUSTICAL, TO 6" ABOVE CEILING, AND THE

"STANDARD" GYP BOARD COLUMN FURRING AND CHASES IS M4, NON-ACOUSTICAL, TO 6" ABOVE CEILING U.N.O.

THE "STANDARD" MASONRY PARTITION IS TYPE A8, NON-ACOUSTICAL AND THE "STANDARD" MASONRY COLUMN

FURRING IS A6, NON-ACOUSTICAL. CMU IS TO EXTEND 4" ABOVE CEILING OR NEAREST 8" COURSING ABOVE CEILING.

ANY UNTAGGED PARTITIONS WHICH APPEAR TO BE INCONSISTENT WITH THESE "STANDARD" DESCRIPTIONS SHOULD

BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.

3) WALL TYPES IDENTIFIED AS CMU MAY INCLUDE ACMU. FLOOR PLAN HATCH PATTERNS WILL DIFFERENTIATE

REGULAR SMOOTH FACE CMU FROM ARCHITECTURAL CMU. FINISH PLANS AND SCHEDULES WILL IDENTIFY ACMU

SELECTIONS (GROUND FACE, SPLIT FACE, ETC.) AND IDENTIFY WHICH SIDE OF A SINGLE WYTHE ACMU WALL IS THE

FINISH SIDE.

4) WALL TYPES IDENTIFIED AS INCLUDING VENEER MAY INCLUDE BRICK, STONE, OR ACMU. FLOOR PLAN HATCH

PATTERNS WILL DIFFERENTIATE REGULAR SMOOTH FACE CMU, BRICK, STONE, OR ARCHITECTURAL CMU. FINISH

PLANS AND SCHEDULES WILL IDENTIFY ACMU SELECTIONS (GROUND FACE, SPLIT FACE, ETC.)

5) WALLS INDICATED BY TAG "GYP WALL ABOVE TO DECK" SHALL BE CONSTRUCTED OF THE SPECIFIED WALL TYPE

TO A POINT ABOVE THE CEILING, BRACED, AND AN H4 (OR M4) PARTITION (H6 OR M6 WHERE REQUIRED BY UNBRACED

HEIGHT) SHALL BE BUILT FROM THE TOP OF WALL TO DECK. WALLS INDICATED BY TAG "ACOUSTICAL GYP WALL

ABOVE TO DECK" SHALL BE CONSTRUCTED OF THE SPECIFIED WALL TYPE TO A POINT ABOVE THE CEILING, BRACED,

AND AN H4 (OR M4) PARTITION (H6 OR M6 WHERE REQUIRED BY UNBRACED HEIGHT) WITH BATT INSULATION SHALL

BE BUILT FROM THE TOP OF WALL TO DECK. WHERE INDICATED BY THE FIRE CODE PLAN TO BE FIRE RATED, ALL

CONNECTIONS SHALL MEET RATING REQUIREMENTS.

6) FIRE RATED PARTITIONS ARE INDICATED ON THE FIRE CODE PLANS ON THE G2 SHEETS. ALL GYP BOARD IN A FIRE

RATED ASSEMBLY MUST BE 5/8" TYPE "X" AND CONSTRUCTION MUST MATCH THE ASSIGNED UL NUMBER.

REFERENCE THE TYPE SCHEDULES ON THIS SHEET FOR UL NUMBERS WHERE APPLICABLE. WHERE ALLOWED BY

THE LOCAL CODE OFFICIALS, ALTERNATE UL ASSEMBLIES MAY BE PRESENTED FOR THE CONSIDERATION OF THE

ARCHITECT AND THE CODE OFFICIALS, BUT MUST NOT BE USED UNLESS APPROVED IN WRITING. PARTITIONS NOT

IDENTIFIED ON THE G2 SHEETS AS FIRE RATED MAY BE BUILT WITH STANDARD GYP BOARD AND ARE NOT REQUIRED

TO MEET LISTED UL ASSEMBLY REQUIREMENTS.

7) WHERE FIRE RATED MASONRY PARTITIONS ARE INDICATED TO EXTEND TO DECK, ANY VENEER OR ACMU MAY

TERMINATE ABOVE CEILING LEVEL. THE CMU WALL SHALL EXTEND TO DECK WITH REGULAR CMU OF SAME

THICKNESS AS THE CMU (OR ACMU) IN THE WALL ASSEMBLY.

8) - A. ALL ACOUSTICAL GYP BD WALL PARTITIONS REQ' HIGHER QUALITY CONST AND ARE TO RECEIVE

FULL HT SOUND ATTENUATION BATT. IN ORDER TO ACHIEVE THE INDICATED STC RATING, ALL WALLS

ARE TO HAVE ALL PIN HOLES & VOIDS, PIPES, DUCTS, CONDUITS ETC ACOUSTICALLY FILLED BOTH SIDES &

ALL WALL BOXES, BOTH SIDES OF WALL, ARE TO HAVE ACOUSTICAL PUTTY PADS ON THE INTERIOR SIDE PER

THE DETAIL. BOTH SIDES OF WALL & SEALED TIGHT TO DECK PER DETAILS 9 & 10/G3.3. THE FLOOR

TRACK IS SHALL BE SET ON AN ACOUSTICAL ISOLATOR PAD.

- B. ALL ACOUSTICAL CMU WALLS REQ' HIGHER QUALITY CONST, EXTEND TO DECK, HAVE FULL HEAD JOINTS,

SHALL BE NORMAL WT CMU BLOCK. ALL PENETRATIONS SHALL BE ACOUSTICALLY SEALED, BOTH SIDES OF WALL,

MORTAR JOINTS TO BE FILLED W/ NO PIN HOLES / VOIDS. HEAD OF WALL SHALL BE SEALED TIGHT TO DECK PER

DETAILS 8 & 11/G3.3.

9) ALL COLD FORM METAL FRAMING (METAL STUDS) ARE SUBJECT TO THE DESIGN OF A QUALIFIED STRUCTURAL

ENGINEER. FINAL DETERMINATION OF GUAGE AND DIMENSIONS OF FRAMING WILL BE DETERMINED BY STRUCTURAL

DESIGN. ENGINEERS RECOMMENDATIONS WHICH WOULD SIGNIFICANTLY IMPACT WALL THICKNESS MUST BE

COORDINATED WITH THE ARCHITECT FOR ALIGNMENT PRIOR TO CONSTRUCTION.

10) REFER TO TYPICAL INTERIOR PARTITION BRACING DETAILS FOR ADDITIONAL INFORMATION REGARDING FLOOR

AND DECK CONNECTIONS. FIRE RATED WALLS SHALL USE FIRE STOPPING SEALANTS OR ASSEMBLIES WHERE THE

WALL ABUTS THE DECK, INCLUDING MINERAL WOOL INSULATION WHERE APPLICABLE. NON-RATED PARTITIONS

SHALL USE ACOUSTICAL SEALANTS AND SAB INSULATION WHERE THE WALL ABUTS THE DECK.

11) FOR ANY DESCREPENCY BETWEEN PARITITON TYPES AND WALL SECTIONS, WALL SECTION SHALL SUPERCEDE.

8" CMU

1 1/2" RIGID INSUL. BD. (MIN.R-9.5) OVER CONTINUOUSWEATHER BARRIER

1' - 3"

4" FACE BRICK (FIELD)

EXTERIOR WALL TYPE TAGS

W200

LETTER INDICATES EXTERIOR WALL

NUMBER INDICATES BACKUP CONSTRUCTION AS FOLLOWS:

100 - CFMF

200 - CMU

300 - ICF

400 - STRUCTURAL CONC. PRECAST PANEL

WA

LL A

SS

EM

BLY

IN S

EC

TIO

N V

IEW

EXTERIOR WALL TYPE LEGEND

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


M:\

2017

Rev

it L

oca

ls\1

777-

02-0

1_F

HS

-So

ftb

all-

Lo

cker

_AR

CH

_v17

_tal

ford

.rvt

6/7/

2019

10:

46:4

5 A

M

JMA

A1.1

FLOOR PLAN AND WALL/

PARTITION TYPES

05/22/19

1777-02-01

A N

EW

FR

ISC

O H

IGH

SC

HO

OL

SO

FTB

ALL

LO

CK

ER

RO

OM

FOR

FRIS

CO

I.S

.D.

FRIS

CO

, TE

XA

S

1/4" = 1'-0"1FLOOR PLAN - SECTION 1

1 1/2" = 1'-0"APARTITION TYPE A - SINGLE-WYTHE CMU

1 1/2" = 1'-0"W203WALL TYPE 203 - BRICK ON CMU

NTRUE

Rev

isio

n /

Dat

e

10

6/1

0/ 1

9A

DD

EN

DU

M #

1

06.10.19

WM

1) ALL SITE INFORMATION INCLUDING, BUT NOT LIMITED TO,

PROPERTY LINES, METES & BOUNDS, CONTOURS, EXISTING

BUILDINGS, EASEMENTS, TREES, WALKS, DRIVES, FENCES, ETC.,

TAKEN FROM SURVEY BY:

RLK ENGINEERING

111 WEST MAIN STREET

ALLEN, TEXAS 75013

PHONE (972) 359-1733

2) HUCKABEE AND ASSOCIATES, INC. ALONG WITH THEIR

CONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTING SITE

FEATURES INCLUDING BUT NOT LIMITED TO PROPERTY LINES,

METES AND BOUNDS, GRADE CONTOURS, EXISTING STRUCTURES,

EASEMENTS, TREES, FENCES, ROADWAYS, OVERHEAD AND

UNDERGROUND UTILITIES, AND OTHER EXISTING FEATURES TO THE

BEST OF OUR ABILITY BASED UPON OWNER PROVIDED SURVEYS,

EXISTING CONSTRUCTION DOCUMENTS AND OTHER EXISTING DATA

COLLECTION IN REGARDS TO THE SPECIFIED SITE. HUCKABEE AND

ASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUME ANY

RESPONSIBILITY OR LIABILITIES IN REGARD TO THE ACCURACY OF

THE ABOVE MENTIONED OWNER PROVIDED DATA.

3) IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEEN

EXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THE

PLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

4) THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALL

UTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

5) THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR

WITH ALL EXISTING CONDITIONS.

6) FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE AS

SHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITE

GRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDING AND

INTERSECT WITH ELEVATIONS SHOWN.

7) REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS

8) MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITH FINISH

ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OF SLOPE SHALL

FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONS WHEN

POSSIBLE AND GRADING CONTOURS WHEN STRAIGHT LINES ARE

NOT POSSIBLE. VERIFY ALL ELEVATIONS AND DIMENSIONS WITH

ARCHITECT ON JOB. REF. CIVIL.

9) ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE -

REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT AS SHOWN

BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDE CORNERS.

PROVIDE TOOLED CONTROL JOINTS AT 5'-0" O.C.B.W. MAX OR AS

SHOWN. SEE CIVIL FOR TYPICAL WALK AND JOINT DETAILS.

10) PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATION

OR BRICK WHERE CONCRETE WALK IS PRESENT. REF. CIVIL

DRAWINGS FOR TYPICAL DETAIL.

11) PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETE

CURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR CURB

DETAILS

12) CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONS TO

NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITE

IMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTING TREES,

FENCES, CONCRETE, ROCKS, DEBRIS, POSTS, VEGETATION,

UTILITIES (AS NOTED), AND OTHER ITEMS AS NOTED FOR

CONSTRUCTION.

13) REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTING

REQUIREMENTS.

14) REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITY

PLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSION CONTROL

PLANS, AND CURB AND PAVING REQUIREMENTS AND DETAILS.

15) REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.

CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TO

ACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES

SPECIFIED.

16) REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.

17) FIRE LANE STRIPING SHALL COMPLY WITH CITY OF FRISCO

REQUIREMENTS AND NFPA.

18) REFER TO SPECIFICATIONS / PROJECT MANUAL FOR ADDITIONAL

INFORMATION AND REQUIREMENTS.

1) OWNER INFORMATION

A. NAME : FRISCO I.S.D.

B. ADDRESS: 5515 OHIO DRIVE, FRISCO, TEXAS 75035

2) PROPERTY INFORMATION

A. NAME: FRISCO ISD ADDITION, LOT 1, BLOCK A

B: ADDRESS: 6927 STADIUM LANE, FRISCO, TEXAS 75035

3) LEGAL DESCRIPTION

FRISCO ISD ADDITION, LOT 1, BLOCK A

4) ZONING INFORMATION

A. CATEGORY: SF-5 SINGLE FAMILY

B: TRANSLATED CATEGORY: SCHOOL AND OFFICE

C. ORDINANCE NUMBER: N/A

PROPERTY DESCRIPTION

PARKING REQUIREMENTSAS OBTAINED FROM CITY OF FRISCO ORDINANCE, SECTION 4.04.08,

THE REQUIRED NUMBER OF OFF STREET PARKING SPACES IS

DETERMINED AS FOLLOWS:

(44) SCHOOL, ELEMENTARY, SECONDARY, OR MIDDLE (PUBLIC OR

PRIVATE)

ONE (1) PARKING SPACE PER SEVENTEEN (17) STUDENTS.

A. THE TOTAL NUMBER OF STUDENTS SHALL BE DETERMINED BY

TAKING THE SQUARE FOOTAGE OF STANDARD CLASSROOMS

DIVIDED BY TWENTY (20), PLUS THE SQUARE FOOTAGE OF

SPECIAL CLASSROOMS, SUCH AS ART, LABORATORIES, DRAMA,

BAND AND VOCATIONAL ROOMS, DIVIDED BY FIFTY (50).

(45) SCHOOL, HIGH SCHOOL (PUBLIC OR PRIVATE)

ONE (1) PARKING SPACE PER THREE AND THREE-TENTHS (3.3)

STUDENTS. (THE TOTAL NUMBER OF STUDENTS SHALL BE

DETERMINED BY TAKING THE SQUARE FOOTAGE OF STANDARD

CLASSROOMS DIVIDED BY TWENTY (20), PLUS THE SQUARE

FOOTAGE OF SPECIAL CLASSROOMS, SUCH AS ART,

LABORATORIES, DRAMA, BAND AND VOCATIONAL ROOMS,

DIVIDED BY FIFTY (50)).

(46) THEATER, SPORTS ARENA, STADIUM, GYMNASIUM OR

AUDITORIUM (EXCEPT SCHOOL)

ONE (1) PARKING SPACE FOR EACH THREE (3) SEATS OR BENCH

SEATING SPACES.

1. EXISTING SPACES

248 SPACES

13 HANDICAP SPACES

261 TOTAL EXISTING SPACES

2. NEW SPACES

-3 SPACES ADDED

2 HANDICAP SPACES ADDED

-1 TOTAL SPACES ADDED

3. TOTAL SPACES

245 SPACES

15 HANDICAP SPACES

260 TOTAL SPACES

4. REQUIRED SPACES

151 SPACES (Locker room + 136 existing required spaces)

7 HANDICAP SPACES (Based on 260 total spaces required)

158 TOTAL SPACES

GENERAL SITE NOTES

GENERAL SITE NOTESDS

DSDS

DS

DSDS

41' -

5"

175°

AS1.1

2

EXIST. CHAINLINK FENCE

AND GATE TO REMAIN

NO SCOPE OF WORK IN SHADED AREAS


AND CONCRETE MOW

STRIP TO REMAIN

NEW SIDEWALK - REF. CIVIL

EXIST. CURB TO

REMAIN - REF. CIVIL

FOR NEW CURB CUT

NEW RAMP AND HC

PARKING - REF CIVIL FOR

EXTENTS AND DETAILS


AND GATE TO REMAIN

NEW SIDEWALK - REF. CIVIL

EXIST. BLDG. TO REMAIN

DOWNSPOUT, BOOT, AND

SPLASH BLOCK (TYP OF 6) -

REF. TYP. DTLS.

NEW FHS SOFTBALL LOCKER ROOM

CIVIL FF. EL. = 704.60'

ARCH FF. EL. = 100'-0"

6' - 0"

1

CONC SLAB -

REF STRUCT.

AS1.1

74

AS1.1

AS1.1 3

10' - 8"1" E.J.

11' - 2 3/8"

6' -

10 3

/4"

6' -

9 1/

4"6'

- 6

3/4"

5' -

8"

7' -

8"

6' -

0"

1" E.J.

20' -

2 3

/4"

MECH. EQUIP. -

REF MEPG1.10

CM

U C

OU

RS

I NG

CMU COURSING

FACE BRICK (FIELD)

T.O. MASONRY

EL. 107'-4"

20' - 2 3/4"

3/4"

3"

1/2"

3' - 0"

3/4"

3' - 0"

1/2"

3"

3/4"

AS1.1

5FIN. FLOOR

EL. 100'-0"

6' - 6 3/4" 6' - 9 1/4" 6' - 10 3/4"

SOLDIER COURSE

FACE BRICK (ACCENT)

SOLDIER COURSEFACE BRICK (FIELD)

CONSTRUCT DUMPSTER ENCLOSURE AND

SCREENING WALL AS SHOWN AND AS REQD. BY

THE CITY ZONING ORDINANCE

8" CMU, GROUT

HORIZ. REINF.

@ 16" O.C. VERT

CONT HORIZ.

WEATHER BARRIER

SLOPE - REF CIVIL

CONC SLAB - REF

STRUCT.

T.O. MASONRY

ABOVE FIN SLAB

EL. 7'-4"

REF CIVIL

FIN. GRADE

WEEPS

CONC GRADE BEAM -

REF STRUCT.

FACE BRICK

.

AS1.1

61' - 1 5/8"

3/8" STL. PLATE PIVOT

HINGE W/ 3/4" DIA. ROD PIN

5/8" DIA. STL. FOOT BOLTS

HSS3X6X3/16 PERIMETER GATE FRAME

HSS3X3X1/4 POST W/ 3/8" PLATE CAP

HSS1-1/2X3X1/8 HORIZ. STL. TUBE FOR

PICKET ATTACHMENTREF STRUCT. FOR REINF.

8" CMU

L 3x3x 16"x0'-4"

2 X 6 (NOM) ENGINEERED COMPOSITE

DIMENSIONAL LUMBER PICKETS WITH

1/8" MINIMUM GAP ATTACHED WITH (2)

3/8" CARRIAGE BOLTS @ EA. STL. TUBE

ATTACHMENT LOCATION.

FACE BRICK

WEATHER BARRIER

AS1.1

8

REF. PLAN

5'-0" MAX. FOR THIS GATE CONFIGURATION

REF. SCHEDULE

5/8" DIA. STL. FOOT BOLTS

THROUGH BENT 1/4" STL.

PLATE GUIDE; CORE 1"X2"

DEEP HOLE INTO

CONCRETE FOR EACH

L 3X3X3/16"X0'-4" LOCK HASP;

EASE EDGES.

HSS 1-1/2X3X1/8 HORIZ.

STL. TUBE FOR PICKET

ATTACHMENT

2X6 (NOM.) ENGINEERED

COMPOSITE DIMENSIONAL

LUMBER PICKETS WITH

1/8" MINIMUM GAP

HSS3X3X1/4 POST W/

3/8" PLATE CAP

HSS 3X6X3/16 PERIMETER

GATE FRAME

PIVOT HINGE

AS1.1

8

1 LAYER OF W.R. GRACE ICE &

WATER SHIELD - EXTEND OVER

TOP OF BLOCKING AND LAP SIDES

3". LAP MEMBRANE JOINTS 4"

MINIMUM.

24 GA. STL. COPING W/ KYNAR

FIN. - COLOR AS SELECTED BY

ARCHITECT

CONT SEALANT EA. SIDE

JOINT SPLICE COVERS SET IN SEALANT

1/2" x 6" LONG ANCHOR BOLT

@ 48" O.C.

2X TREATED WOOD

BLOCKING. (CONT)

1/2" X 1-1/2" TREATED WD.

BLOCKING - ANCHOR TO WALL

@ 16" O.C.

8" BURNISHED CMU BOND BEAM

FILL SOLID W/ GROUT.

22 GA. GALV. WIND CLIP,

CONTINUOUS. FASTEN AT 6" O.C.

8" SPLIT-FACE CMU

FILL CELLS SOLID W/ GROUT.

REF STRUCT. FOR REINF.

1' - 1"

5"

5"

WEATHER BARRIER

1" DIA. X 2" RECEIVER

HOLE IN CONC

WELD LUG TO

LIMIT THROW TO 3"

2"X1/4" STL.

PLT.(BENT) W/ 3/4"

DIA. HOLE TOP AND

BOTT. WELD TO 2" HSS

FRAME

3"

1' -

0"

1"

2"

Sheet No.Job No.

Drawn By:

Date:

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8 P

M

JMA

AS1.1

SITE PLAN AND DETAILS

05/22/19

1777-02-01

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1" = 20'-0"1SITE PLAN

1/4" = 1'-0"2ENLARGED MECHANICAL YARD PLAN

1/4" = 1'-0"3SCREEN WALL ELEVATION

1/2" = 1'-0"4SCREEN WALL SECTION

3/4" = 1'-0"7GATE PLAN DETAIL

1/2" = 1'-0"5GATE DETAIL

3" = 1'-0"6SCREEN WALL CAP DETAIL

1 1/2" = 1'-0"8CAIN BOLT DETAIL

NTRUE

A3 - GATE SCHEDULE

MARK

GATE DESCRIPTION HARDWARESET NOTESWIDTH HEIGHT MATERIAL SEC. PANIC

G1.10 3' - 0" 7' - 0" WD 08 PROVIDE 2 GATE PANELS FOR PAIR ASSEMBLY

Rev

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06.10.19

8' MB

ICE

WA

SH

.D

RY

.

AD

A

AD

A

FEC 4' MB4' TB

T ectonic Cop yright 2007

A8.12 1

A4.1

10

1113

12

A4.1 35

2

4

A8.16

4

5 A8.1

3

A8.1 7

A4.1 14

A4.1 16

A4.1

9

7

A9.1

Sim

OFFICE

1.02

TRAINER

1.03

STORAGE

1.08

LAUNDRY

1.09MECH/ ELEC

1.10

TOILET

1.11

SHOWERS

1.12

HALL

1.07

HALL

1.04

HALL

1.05

DRESSING

1.06

TOILET

1.01

8

18

15

17

TPR

ES

01

CT01RES01

CT01

TP

A4.1

6

A4.1 7

EP

NT0

1

EPNT01

EPNT01

TC01

TC01

TC02

TC02

TC01

TC02

PAINTED GRAPHIC ON PNT05

1

18"D STL UTILITY

SHELVING BY

CONTRACTOR

SHELF & ROD

(TYP OF 2)

1

PN

T05

1

1

BULL-NOSED TILE EDGE

1

BULL-NOSED

TILE EDGE

1

BP- BASE, PORCELAIN TILE

BRES- BASE, RESINOUS INTEGRAL

BR- BASE, RUBBER

BTC- BASE, TILE, CERAMIC

CDW- CUSTOM DIGITAL WALLCOVERINGS

COS- CONCRETE SEALED

CT- CARPET, TILED

EPNT- EPOXY PAINT

PNT- PAINT

RES- RESINOUS FLOORING

TC- TILE, CERAMIC

TP- TILE, PORCELAIN

NOTES APPLY TO ROOMS AS NOTED IN THE ROOM FINISH TAGS.

SEE TAG LAYOUT ABOVE.

1. PROVIDE PNT AND TC WALL FINISHES AS DEFINED ABOVE AND

DETAILED ON INTERIOR ELEVATIONS.

2. PROVIDE 3/8" MIN SEALANT JOINT WHERE FULL HT TILE MEETS

GYP CLG (MATCH CLG COLOR) OR LAY-IN GRID (WHITE)

3. PROVIDE SEALANT JT'S @ INSIDE CORNERS OF TILED WALLS

4. PROVIDE TC FLOOR FINISHES IN SHOWER AREAS ONLY.

5. PROVIDE EPNT WALL FINISH AS DEFINED ON PLAN.

6. WALL GRAPHIC SHOWN IS FOR REFERENCE ONLY.

COORDINATE FINAL GRAPHICS SELECTION WITH OWNER.

REFER TO PROJECT SPECIFICATIONS SECTION 01 6210 FOR

ADDITIONAL INFORMATION REGARDING FINISH MATERIALS AND

PAINT FINISH CODES.

X Y

MATERIAL TYPE

# #

FINISH COLOR AND MATERIAL

SIZE AS NOTED IN SPEC.

SECTION 01 6210

COMMENTS

FINISH KEY

1

BASE AS SCHED.

PNT01

BASE AS SCHED.

18"x18"x60"

LOCKER

CONCRETE

HC LOCKER

BENCH - REF.

/5 A8.2

FURNITURE

SHOWN DASHED

FOR CLARITY

PNT01

BASE AS SCHED.

FURNITURE

SHOWN DASHED

FOR CLARITY

DOOR & FRAME

AS SCHED.

TC01

(BEYOND)

PNT01 TC01

SH11.01

SHOWER

CURTAIN ROD

CJ

1

BULL-NOSED

TILE EDGE

SH1

S2

A9.2

1 SimTC01 TC02

T11

T9

LV2

T7

1

PNT01

EPNT01

BASE AS SCHED. DOOR & FRAME AS SCHED.

1.09EW18' MB

7' -

4"

OPEN TO

BEYOND

CJ CJ CJ

4' TB

FEC

BASE AS SCHED.

18"x18"x60"

LOCKER

CONCRETE

LOCKER

BENCH - REF.

/5 A8.2

PNT01PNT01PNT01PNT01PNT01PN

T02

4"

4"

PNT0

38"

8' -

0"

1

BASE AS SCHED.

18"x18"x60"

LOCKER

CONCRETE

LOCKER


PNT01 PNT01 PNT01 PNT01 PNT01

PNT0

24"

4"

PNT0

38"

8' -

0"

1

BASE AS SCHED.

18"x18"x60"

LOCKER

CONCRETE

LOCKER

BENCH - REF.

/5 A8.2

OPEN TO

BEYOND

FURNITURE

SHOWN DASHED

FOR CLARITY

7' -

4"

PNT01 PNT01 PNT01 PNT01 PNT01

CJ PNT0

24"

4"

PNT0

38"

8' -

0"

1

BASE AS SCHED.

18"x18"x60"

LOCKER

CONCRETE LOCKER


FURNITURE

SHOWN DASHED

FOR CLARITY

PNT01 PNT01 PNT01

CONCRETE

HC LOCKER


PNT0

24"

4"

PNT0

38"

8' -

0"

1

/7

A9.

1

0" TC01 TC01 PNT01

BASE AS SCHED.

T9 T9

CONC. CURB (TYP)

PNT05

1

BULL-NOSED

TILE EDGE

T9 T9 T9T11T11

LV1 LV2

TC02

LV1

1

PNT01

OPEN TO

BEYOND

OPEN TO

BEYOND

BASE AS SCHED.

7' -

4"

7' -

4"

DOOR & FRAME AS SCHED.

CJ CJCJ

PNT05 BEHIND GRAPHIC

EQ

WALL GRAPHIC - COORD. w/ OWNER

11' - 0"EQ

EQ

WAL

L G

RAP

HIC

- C

OO

RD

. w/ O

WN

ER

6' -

0"EQ

BASE AS SCHED.

1

DASHED LINE INDICATES EXTENTS

OF WALL GRAPHIC - FOR REF. ONLY

OPEN TO

BEYOND

PNT01

7' -

4"

S1

BASE AS SCHED.

CJ CJ

PNT01

S2

BASE AS SCHED.

TC02

S2 S1 S1

BASE AS SCHED.

1

PNT01

WALL-MOUNTED

MONITOR SHOWN

DASHED FOR

CLARITY

BASE AS SCHED.

4' MB

BASE AS SCHED.

DOOR & FRAME

AS SCHED.

PNT01

EMERGENCY

LIGHTING - REF.

ELEC.

CJ CJ

CJ

Sheet No.Job No.

Drawn By:

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2019

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2:47

PM

JMA

A4.1

FINISH PLAN AND INTERIOR

ELEVATIONS

05/22/19

1777-02-01

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1/4" = 1'-0"1FINISH PLAN

ROOM FINISH SCHEDULE

ROOM

FLOOR FINISH BASE

WALL FINISH

COMMENTSNUMBER NAME N FINISH E FINISH S FINISH W FINISH

1.01 TOILET TP BRES/BTC PNT01 PNT01 PNT01/TC01 TC02 1,2,3,4,5

1.02 OFFICE CT01 BR PNT01 PNT01 PNT01 PNT01

1.03 TRAINER RES01 BRES PNT01 PNT01 PNT01 PNT01

1.04 HALL RES01 BRES PNT01 PNT01 PNT01 PNT01

1.05 HALL RES01 BRES PNT05 PNT01 PNT01 PNT01 6

1.06 DRESSING RES01 BRES PNT01/PNT02/PNT03 PNT01/PNT02/PNT03 PNT01/PNT02/PNT03 PNT01/PNT02/PNT03

1.07 HALL RES01 BRES PNT01 PNT01 EPNT01/PNT01 PNT01

1.08 STORAGE RES01 BRES PNT01 PNT01 PNT01 PNT01

1.09 LAUNDRY RES01 BRES EPNT01 PNT01 PNT01 EPNT01 5

1.10 MECH/ ELEC COS --- --- --- --- ---

1.11 TOILET TP BRES PNT01 TC02 PNT01 TC02 5

1.12 SHOWERS TP BRES/BTC PNT01/TC01 PNT05/TC01 PNT01/TC01 TC01 1,2,3,4,5

1/4" = 1'-0"2INTERIOR ELEVATION

















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1 1 1 1

1

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1 1

1 11

1 1

06.10.19

A

B

C

D

E

H

I

C - SIM

COUNTERTOP

DEPTH = 24" U.N.O.

HE

IGH

T -R

EF.

ELE

V.

WIDTH

REF. ELEV.

CABINET DEPTH = 1' - 10 1/2" U.N.O.

TYPICAL BASE CABINET

REFER TO LARGE SCALE DETAILS

AND SPECIFICATIONS FOR

CONSTRUCTION MATERIALS AND

DETAILING. CABINET TYPE IS

IDENTIFIED UNDER ELEVATION BY

CONFIGURATION CODES AT RIGHT.

BDA - BASE WITH DOOR AND APRON

FALSE DRAWER FRONT

NO SHELF U.N.O.

1' - 6" to 2' - 0" 2' - 2" to 4' - 0"

6 1/

4"6

1/4"

6 1/

4"

BDD - BASE WITH DOOR AND DRAWER

DRAWER

ADJ. SHELF

U.N.O.

1 ADJ. SHELF <= 2' - 8"

2 ADJ. SHELVES >= 2' - 10"

BDO - BASE WITH DOOR

BED - BASE WITH EQUAL DRAWERS

DRAWER

2 EQUAL DRAWERS

IF HEIGHT IS LESS

THAN 2' - 6"

1' - 6" to 2' - 0"

3 E

QU

AL

6 1/

4"

DRAWER

2 EQ. DRWRS.

FILE DRAWER

BHF - BASE FOR HANGING FILES

DRAWER

FILE DRAWER

DRAWER

1' - 6" to 2' - 0" 2' - 2" to 2' - 10" 3' - 0" to 4' - 0"

1' - 0" to 2' - 0" 2' - 2" to 4' - 0"

3' -

0"

1' -

0"2

EQ

.6

1/4"

1' -

0"6

1/4"

2' -

10"

OR

LE

SS

1' - 6" OR 1' - 8"1' - 6" OR 1' - 8"

1' - 0" to 2' -1 0" 3' - 0" to 4' - 0"

DRAWER

ADJ. SHELF

BOD - BASE WITH OPEN SHELVES

AND DRAWER

1' - 0" to 4' - 0"

BOS - BASE WITH

OPEN SHELVES

C - SUFFIX INDICATES BLIND

CORNER CABINET (i.e. BDD - C)

D - SUFFIX INDICATES BLIND

DIAGONAL CORNER CABINET

(i.e. BDO - D)







TYPICAL WALL CABINET

HE

IGH

T -R

EF.

ELE

V.

WIDTH

REF. ELEV.

I

F

H

G

CABINET DEPTH = 1' - 2" U.N.O.

1' - 6" to 2' - 0" 2' - 2" to 4' - 0"

1' - 6" to 2' - 0" 2' - 2" to 4' - 0"

1' - 6" to 3' - 0" 3' - 2" to 6' - 0"

C - SUFFIX INDICATES BLIND

CORNER CABINET (i.e. WDO - C)

D - SUFFIX INDICATES BLIND

DIAGONAL CORNER CABINET

(i.e. WDO - D)

WDO - WALL WITH DOOR

WGD - WALL WITH GLAZED DOOR

WOS - WALL WITH OPEN SHELVES

NO ADJ. SHELF @ 1' - 0" HIGH

1 ADJ. SHELF @ 1' - 6" OR 2' - 0" HIGH

2 ADJ. SHELF @ 2' - 6" OR 3' - 0" HIGH

3 ADJ. SHELF @ 3' - 6" OR 4' - 0" HIGH


1 ADJ. SHELF @ 1' - 6" OR 2' - 0" HIGH

2 ADJ. SHELF @ 2' - 6" OR 3' - 0" HIGH

3 ADJ. SHELF @ 3' - 6" OR 4' - 0" HIGH


1 ADJ. SHELF @ 1' - 6" OR 2' - 0" HIGH

2 ADJ. SHELF @ 2' - 6" OR 3' - 0" HIGH

3 ADJ. SHELF @ 3' - 6" OR 4' - 0" HIGH

G







TYPICAL ACCESSIBLE BASE CABINET

AKS - ACCESSIBLE KNEE SPACE

AKT - ACCESSIBLE WITH KEYBOARD TRAY

ALD - ACCESSIBLE WITH LAP DRAWER

ASB - ACCESSIBLE SINK BASE

APRON PROVIDED TO SUPPORT COUNTERTOP

IF OPENING EXCEEDS 3' - 0" WIDE. DEPTH OF

APRON SHALL NOT EXCEED ADA LIMITATION

KEYBOARD TRAY AS SPECIFIED. TRAY

MUST BE REMOVABLE WHERE REQUIRED

TO MEET ADA LIMITATIONS.

DRAWER UNIT ATTACHES TO BASE CABINET

ON EACH SIDE OR PEDESTAL SUPPORT AT

END OF CABINET.

6"

CLOSURE PANELS MOUNT TO BASE CABINET

ON EACH SIDE OR PEDESTAL SUPPORT AT

END OF CABINET. MIDDLE PANEL TO BE EASILY

REMOVED FOR PLUMBING ACCESS. DIMENSIONS

MUST MEET ADA ACCESS REQUIREMENTS.

REQUIRED ACCESSIBILITY

DIMENSIONS

H = MAXIMUM ALLOWABLE HEIGHT TO

COUNTER OR TOP OF SINK RIM

(WHICHEVER IS HIGHER). REFER TO

ELEVATIONS FOR ACTUAL HEIGHT.

K = MINIMUM ALLOWABLE KNEE CLEARANCE.

1' - 5" MIN. REQUIRED WHEELCHAIR

CLEARANCE PROFILE

6" MIN.

12

2 MAX

9" M

IN.

K

H

4' - 0"

AGE OF USER H K

4 TO 11

12 TO ADULT

30"

34"

24"

27"

EP - END PEDESTAL

TF - TOESPACE FILLER

TCF - TOESPACE CORNER FILLER

WF - WALL FILLER

WCF - WALL

CORNER

FILLER

2" U.N.O.

1" TO 2" U.N.O.

1" TO 2" U.N.O.

1" U.N.O.

2" U.N.O.

PROVIDE ALL NEEDED FILLERS TO PROVIDE

OPERATING CLEARANCES FOR DRAWERS

AND DOORS WHETHER SPECIFICALLY

IDENTIFIED ON THE ELEVATIONS OR NOT.

IF OMITTED FROM ELEVATION, ADJUST

CASEWORK DIMENSIONS TO ALLOW FOR

INSTALLATION.

TYPICAL CASEWORK FILLERS

F

I

A

H

HE

IGH

T-R

EF.

ELE

V.

WIDTH

REF. ELEV.

CABINET DEPTH = LAST TWO

NUMBERS IN CONFIGURATION CODE

1' - 0" to 3' - 0" 1' - 0" to 4' - 0"

1' - 0" to 3' - 0" 1' - 0" to 4' - 0"

PROVIDE 1" HIGH NOSINGS ON

EACH SHELF AND COVER SHELF

WITH CARPET TILE, CUT TO FIT.

ADJ. SHELVES, PROVIDE:

1 @ 1' - 8" TO 2' - 6" HIGH

2 @ 2' - 8" TO 3' - 8" HIGH

3 @ 3' - 10" TO 5' - 0" HIGH

4 @ 5' - 2" TO 6' - 4" HIGH

5 @ 6' - 6" TO 8' - 0" HIGH

UNLESS NOTED OTHERWISE

HANGING

ROD AS

SPEC.

ADJ. SHELVES, PROVIDE:

1 @ 1' - 8" TO 2' - 6" HIGH

2 @ 2' - 8" TO 3' - 8" HIGH

3 @ 3' - 10" TO 5' - 0" HIGH

4 @ 5' - 2" TO 6' - 4" HIGH

5 @ 6' - 6" TO 8' - 0" HIGH

UNLESS NOTED OTHERWISE

PROVIDE 1 FIXED

SHELF IF 7' HIGH

OR 2 SHELVES IF

OVER 7' HIGH.

HANGING ROD

OCSXX - OPEN CABINET WITH

CARPETED SHELVES - XX" DEEP

ODWXX - OPEN DOUBLE

WARDROBE - XX" DEEP

OSSXX - OPEN CABINET WITH

STANDARD SHELVES - XX" DEEP

OSWXX - OPEN SINGLE

WARDROBE - XX" DEEP







TYPICAL OPEN CABINET

HE

IGH

T-R

EF.

ELE

V.

F

I

H

AWIDTH

REF. ELEV.

CABINET DEPTH = 2' - 0" U.N.O.

1' - 0" to 2' - 0" 2' - 2" to 4' - 0" 1' - 0" to 2' - 0" 2' - 2" to 4' - 0"

1' - 0" to 2' - 0" 2' - 2" to 4' - 0"1' - 0" to 2' - 0" 2' - 2" to 4' - 0" 1' - 0" to 2' - 0" 2' - 2" to 4' - 0" 3' - 0" 1' - 0" to 2' - 0" 2' - 2" to 4' - 0"

2' - 4" 4' - 0"

6"6"

6"6"

6"

ADJ. SHELVES

ADJ. SHELVES

FIXED SHELF

ADJ. SHELVES

VERIFY OPENING

REQUIREMENTS OF

SPECIFIED OVEN

FIXED SHELF (OMIT

WITH DBL-OVEN)

2' - 4" to 3' - 0"

2' -

11" W

/ OV

EN

, 1' -

8" W

/ DB

L-O

VE

N

ADJ. SHELVES

PULL OUT SHELF

LOCK

NOTE:

1' - 4"

DEEP

U.N.O.

ADJ. SHELVES

1' -

0"

FIXED SHELF

IN 7' - 0" HIGH

CABINET

HANGROD

AS SPEC.

ADJ. SHELVES

1/4" HARDB'D

DIVIDERS @ 2-1/2" O.C.

FIXED

SHELF

IN 7' - 0"

HIGH

CABINET

FIXED SHELF

ADJ. SHELVES

ADJ. SHELVES

FIXED

SHELF

IN 7' - 0"

HIGH

CABINET

1' -

0"

HANGROD

AS SPEC.

ADJ. SHELVES

2 FILE

DRAWERS WITH

BARS FOR HANING

FOLDERS

FIXED

SHELF

IN 7' - 0"

HIGH

CABINET

HANGROD

AS SPEC.

SPECIAL

REQUIREMENTS

FOR LARGE DOORS

DOORS 6' TALL OR LARGER

SHALL BE CONSTRUCTED OF 1"

PLYWOOD AS SPECIFIED.

1' -

0"

TDD - TALL WITH DOOR

ABOVE DRAWERS

TDS - TALL WITH DOOR

AND SHELVES

TOC - TALL OVEN

CABINET

TSD - TALL WITH

STACKED DOORS

TTC - TALL TORSO CASE TTW - TALL TEACHER WARDROBE

TDO - TALL WITH DOOR TGD - TALL WITH GLAZED DOOR TTF - TALL TEACHER

WARDROBE W/ FILE DRAWERS

TWC- TALL WARDROBE

CABINET

TYPICAL TALL CABINET







1" RADIUS AT

OUTSIDE CORNERS

OF COUNTERTOP

REF. ELEV.

WC1B - WALL CUBBIES WITH 1 BIN

WC2B - WALL CUBBIES WITH 2 BINS

SHELF AND TWO HOOKS AT 2 BIN CUBBIES

1'-0" TO 1'-6"

SCOXX - STACKED CUBBIE OPEN - XX" DEEP

CUBBIES MAY

BE GANGED

SCDXX - STACKED CUBBIE W/ DOORS - XX"

DEEP

1'-0" TO 1'-6"

BCOXX - BOX CUBBIE OPEN - XX" DEEP

CUBBIES MAY

BE GANGED

BCDXX - BOX CUBBIE DOUBLE - XX" DEEP

1'-6" TO 2'-0"

METAL

WARDROBE

HOOK

METAL

WARDROBE

HOOK

BDF - BASE WITH DOUBLE FILE DRAWERS

2 EQUAL DRAWERS

1' - 4" to 3' - 0"

BASE CABINET CONFIGURATIONS WALL CABINET CONFIGURATIONS ACCESSIBLE BASE CABINET CONFIGURATIONS

TALL CABINET CONFIGURATIONS OPEN CABINET CONFIGURATIONS FILLERS, CORNERS AND ENDS

NOTE: SEE SPECIFICATIONS FOR ACCEPTABLE STANDARDS IN PARTICLE

BOARD CORE AND LAMINATE AND MELAMINE FACES.

DETAIL "A" - TOE SPACE DETAIL "B" - COUNTERTOP/ EDGE

DETAIL

DETAIL "C" - BACKSPLASH DETAIL "D" - COUNTERTOP/END DETAIL "E" - DRAWER/DOOR RAIL DETAIL "G" - CABINET BOTTOM DETAIL "H" - END/STILE DETAIL "I" - WALL SCRIBE DETAIL LOCATIONS

3/4" PARTICLE BD WITH PLAM EXPOSED FACES

& MELAMINE SEMI-EXPOSED FACES & PVC

EDGE BANDING.

1-1/8" @ DOORS

OVER 6' TALL

BASE AS SCHED.

CUT AS REQ.

FINISH FLOOR AS

SCHED.

2X SOLID

LUMBER

3/4" 1/8" 2-1/2"

4"1/

8"

3/4" 1/8"

1/4"

1-1/

4"

1-1/2"1-1/8" PARTICLE BD

COUNTER TOPS OVERLAID

W/ PLAM U.N.O.

3/4" PLYWOOD W/

3MM PVC EDGE BANDING

3/4" MDF DOOR & DRAWER

FRONTS W/ PLAM EXPOSED

FACES & MELAMINE SEMI-

EXPOSED FACES &

3MM PVC EDGE BANDING.

DOORS OVER 6' - 0" TALL MUST

BE 1" THICK.

4" U

.N.O

.

SEALANT

WALL LINE

3/4" PARTICLE BD

OVERLAID W/

PLAM U.N.O.

SEALANT

3/4" PLYWOOD

1/4" TEMPERED

HARDBOARD

3/4" PARTICLE BD

WITH PLAM EXPOSED

FACES & MELAMINE

SEMI-EXPOSED FACES

& 3MM PVC EDGE

BANDING.

3/4" PLYWOOD

1-1/8" COUNTER

TOP, PARTICLE

BD OVERLAID

W/ PLAM U.N.O.

1/2"

1-1/

4"

3/4" 1/8"

1/4"

3/4" PLYWOOD W/

3MM PVC EDGE BANDING

1/4" TEMPERED HARDBOARD

DRAWER BOTTOM.

1/2" PLYWOOD

DRAWER BOX.

3/4" MDF DOOR & DRAWIER FRONTS W/

PLAM EXPOSED FACES & MELAMINE

SEMI-EXPOSED FACES & 3MM PVC EDGE

BANDING. DOORS OVER 6' - 0" TALL MUST

BE 1" THICK.

3/4" 1/8"

3/4" 1/8"

3/4" PARTICLE BD

WITH PLAM EXPOSED

FACES AND MELAMINE

SEMI-EXPOSED FACES AND


DOORS OVER 6' - 0" TALL

MUST BE 1" THICK.

3/4" PARTICLE BD W/

PLAM EXPOSED

FACES & MELAMINE

SEMI-EXPOSED FACES

& 3MM PVC EDGE

BANDING.

3/4" PARTICLE BD W/ PLAM

EXPOSED FACES &

MELAMINE SEMI-EXPOSED

FACES & 3MM PVC EDGE

BANDING.

1/4"

1/4"

3/4" PARTICLE BD W/

PLAM EXPOSED FACES &

MELAMINE SEMI-

EXPOSED FACES & 3MM

PVC EDGE BANDING.

1/4" 1/4"

ADJACENT

CABINET (WHERE

APPLICABLE)

FASTEN AS REQ'D

ALIGN CABINETS

TO SPECIFIED

STANDARD.

1/4" 1" +/-

U.N.O.

WALL LINE

3/4" PARTICLE BOARD W/

PLAM EXPOSED FACE

SCRIBE TO MEET WALL

1-1/8" @

DOORS

OVER

6' TALL

DETAIL "F" - CABINET TOP

1. ALL CASEWORK SHALL CONFORM TO PROJECT SPECIFICATIONS.

2. ALL EXPOSED SURFACES ARE PLASTIC LAMINATE, U.N.O.

3. DRAWER GUIDES, COAT HOOKS, ADJUSTABLE SHELF SUPPORTS & STANDARDS ARE TO BE INCLUDED W/ CASEWORK. SEE SPEC.

SECTION 06 4119 MANUFACTURED PLASTIC-LAMINATE-CLAD CASEWORK FOR CABINET HARDWARE INCLUDING HINGES, PULLS, ETC.

4. VERIFY ALL DIMENSIONS FOR FILE CABINETS, REFRIGERATORS & OTHER ITEMS FURNISHED BY THE OWNER.

5. VERIFY ALL WALL TO WALL CABINET DIMENSIONS ON JOBSITE.

6. ALL SHELVES ARE ADJUSTABLE U.N.O.

7. ALL CABINET DOORS TO BE LOCKABLE AND KEYED ALIKE.

A

BC

D

E

H

I

G

I

H

F3/4" MDF DOORS & DRAWER FRONTS W/ PLAM

EXPOSED FACES & MELAMINE SEMI-EXPOSED

FACES & 3MM PVC EDGE BANDING. DOORS

OVER 6' - 0" TALL MUST BE 1" THICK.

3/4" MDF DOOR & DRAWER

FRONTS W/ PLAM EXPOSED

FACES & MELAMINE SEMI-

EXPOSED FACES &


DOORS OVER 6' - 0" TALL MUST

BE 1" THICK.

CASEWORK DETAILS (6" = 1'-0") GENERAL CASEWORK NOTES

2' -

6"4'

- 6"

WDO WDO WDO WDO WDOWF WF

2' - 10" 2' - 10" 1' - 4" 2' - 10" 2' - 10" 4"

REF. PLAN

2' -

6"4'

- 6"

WDO WDO WDO WF

2' - 10" 1' - 4" 2' - 10" 2"

2' -

10"

1' -

8"2'

- 6"

WF WDO WDO WDO WDO

BF BDD BDD BDD

2"1' - 8"3' - 0"3' - 0"3' - 0"

3' - 0" 3' - 0" 3' - 0" 1' - 10"

U.C.

ICE

7' -

0"WF

REF. PLAN

REF. PLAN18"D STL UTILITY

SHELVING BY

CONTRACTOR

1

REF. PLAN

3' -

6"3'

- 6"

SHELF AND ROD

SHELF AND ROD

1

4' - 0" MAX4' - 0" MAX

EQEQ

4' - 0" MAX4' - 0" MAX

ROD BRACKET

SIM TO K&V

RP-0045-CH

(TYP)

REF. PLAN

18"D STL UTILITY

SHELVING BY

CONTRACTOR

SHELF AND ROD

1

SHELF AND ROD

ROD BRACKET

SIM TO K&V

RP-0045-CH

(TYP)

2' - 8" 2' - 10" 2' - 10" 2' - 8"

2' - 8" 2' - 10" 2' - 10" 2' - 8" 2"

2' -

6"1'

- 8"

2' -

10"

WDO WDO WDO WDO

BDDBDDBDDBDD

7' -

0"

2"

WFWF

BF BFREF. PLAN

REF. PLAN

Sheet No.Job No.

Drawn By:

Date:

Pro

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:


M:\

2017

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.rvt

6/5/

2019

2:4

5:03

PM

JMA

A8.1

CASEWORK ELEVATIONS

05/22/19

1777-02-01

A N

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1/4" = 1'-0"1CASEWORK ELEVATION







Rev

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6/1

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9A

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EN

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1

06.10.19

1111

1111

AAAAAAAA

BBBBBBBB

2222

2222

2

2

B B

1

1

3

3

C C

A A

P9

1 1/4"ø

1/2"ø

1 1/4"ø

3"ø

3/4"ø

3/4"ø

1 1/4"ø

1 1/4"ø

3/4"ø3/4"ø

3"ø

4"ø

4"ø

2"ø

1/2"ø1/2"ø

1 1/4"ø

1/2"ø

2 1/2"ø

3"ø

1"ø

1"ø

4"ø

4"ø

1"ø3/4"ø3/4"ø

3/4"ø3/4"ø

3/4"ø3/4"ø

3/4"ø3/4"ø

1/2"ø1/2"ø

2"ø

1 1/2"ø

4"ø

P1

P1

P1A

P10A

P10

P10

P10

P10

2 1/2"ø

4"ø

1 1/4"ø

FD

FD

FD1

P7

P7A

P1

DCO

4"SS @ 48" BFF

P10A

P4A

P1A

FD

WCO

FD

WCO

4"ø

4"ø

P1

3"ø

P4

P4

P4

P8

FCO

6" FIRE WATER SERVICE. PROVIDE BACK FLOW PROTECTION INSIDE BUILDINGAS REQUIRED BY LOCAL AUHTORITY. REFER TO CIVIL DRAWINGS FOR CONTINUATION.

P1

1"ø

1 1/4"ø

1 1/4"ø2 1/2"ø

FD1

DOMESTIC BACK FLOW PREVENTER. REFER TO SPEC SECTION 21 0000 FOR MORE INFORMATION

TMV-1

P15

ALL FLOOR DRAIN TRAPS IN BUILDING TO BE SERVED BY SINGLE TRAP PRIMING SYSTEM

P2

FD1

WH1

WH1

FD1

3/4"ø

DRESSING

1.12

OFFICE

1.01

TRAINER

1.02

HALL

1.04

HALL

1.03STORAGE

1.05

HALL

1.07

LAUNDRY

1.06

MECH/ ELEC

1.11

SHOWERS

1.09

TOILET

1.10

TOILET

1.13

1

HOT/TEMP. WATER

DESCRIPTION

PLUMBING FIXTURE CONNECTION SCHEDULE

ELECTRIC WATER COOLER/DRINKING FOUNTAIN

WATER CLOSET

URINAL

LAVATORY

SINK

MOP SINK

WATER HEATER (GAS)

WATER HEATER (ELECTRIC)

SHOWER

FLOOR DRAIN

FLOOR SINK

HUB DRAIN

WALL HYDRANT

HOSE BIB

-

-

1/2

1/2

-

1/2

NA

3/4

3/4

-

-

-

3/4

-

COLD WATER

1

3/4

1/2

NA

-

-

-

TRAP

-

-

1-1/4

1-1/2

1-1/4

2

-

-

2

3

3

3

-

-

WASTE

4

2

2

2

2

2

-

-

2

3

3

3

-

-

VENT

2

2

1-1/2

-

-

-

1-1/2

1-1/2

2

-

2

2

1-1/2

1-1/2

3/4

3/4

3/4

3/4

1/2

1/2

1/2

• REFER TO SPECIFICATIONS FOR FIXTURE TYPE AND CONFIGURATION.• REFER TO PLUMBING PLANS AND RISERS FOR ADDITIONAL LINE SIZES.• REFER TO ARCHITECTS DRAWINGS FOR ALL FIXTURE MOUNTING HEIGHTS.

SANITARY SEWER

ACID WASTE PIPING

COLD WATER

HOT WATER

TEMPERED WATER

HOT WATER RETURN

VENT

GAS PIPING

GAS PIPING - SLEEVED AND VENTED (ALL INTERIOR GAS PIPING)

CONDENSATE DRAIN

FLOOR DRAIN

FLOOR SINK

END CAP

BALL VALVE

WALL CLEAN OUT

CLEAN OUT

FLOOR SINK

DESCRIPTIONSYMBOL

PLUMBING SYMBOL LEGEND

YARD CLEAN OUT

FLOOR CLEAN OUT

WALL HYDRANT(NON-FREEZE, LOCKABLE)

WALL HYDRANT (MODERATE CLIMATE, LOCKABLE)

VENT THRU ROOF

BACK FLOW PREVENTER

ROOF DRAIN

EMERGENCY OVERFLOW DRAIN

PLUMBING FIXTURE IDENTIFICATION TAG. REFER TO SPECIFICATION FOR FIXTURE TYPE AND CONFIGURATION.

FD

FS

WCO

CO

FS1

YCO

FCO

WH

WH1

VTR

BFP

RD

OD

PXX

EXPANSION TANK

WATER HEATER. FLOOR OR WALL MOUNTED. PROVIDE ISOLATION VALVES AND THERMOMETER.

ROUTE AUXILIARY DRAIN TO OUTDOORS (6" AFG WITH TURN DOWN) OR APPROVED RECEPTOR. PIPE FULL SIZE.

ROUTE T&P TO OUTDOORS (6" AFG WITH TURN DOWN) OR APPROVED RECEPTOR. PIPE FULL SIZE.

2

1

HOT WATER

3" DEEP GALV. PAN WITH SOLDERED SEAMS.

ASME T&P VALVE

NOTE: REFER TO PLUMBING DETAILS FOR MORE

INFORMATION.

FINISHED FLOOR

BALL VALVE

BASEBOARD

TOP OF

MINIMUM

6

NOTES:1. INSTALL TRAP PRIMER & DISTRIBUTION UNIT PER

MANUFACTURER'S INSTRUCTIONS.2. WHERE ONLY ONE TRAP IS PRIMED NO DISTRIBUTION

UNIT IS INSTALLED.3. ACCESS PANEL SHALL BE LARGE ENOUGH TO RENDER

WORKING ACCESS TO THE INSTALLATION.4. TRAP PRIMER VALVE W/ 1/2" INLET / OUTLET,BACKFLOW

PREVENTER & VACUUM BREAKER PORT.5. MAXIMUM FOUR OUTLET DISTRIBUTION UNIT SHOWN.

TWO & THREE OUTLETS AVAILABLE AS REQUIRED.6. 1/2" COPPER MAKE-UP LINE TO FLOOR RECEPTOR OR

FLOOR RECEPTOR TAILPIECE. TAPPING SHALL BE A MINIMUM OF 1" ABOVE THE TRAP WATER LEVEL.

7. CONNECT TO TOP OF SERVICE LINE TO PREVENT FOREIGN MATTER FROM ENTERING PRIMER VALVE.

3

7

5

4

1/2"

SINGLE FIXTURE

SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE.IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS

HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL201, ASSE # 1010 AND ANSI # A112.26.1M CERTIFICATION. INSTALL INEQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVEDPC TO PROVIDE AIR CHAMBERS OR WATER HAMMER ARRESTERS

SIZE

E

F

C

D

B

A

PDI

PDI SIZE "A"

HOTCOLDUNIT LOADSIZE FIXTURE

SHOWER/BATHTUB

LAVATORY/SINK

JANITOR'S SINK

TANK WATER CLOSET

VALVE WATER CLOSET

114-154

154-330 2"

1-1/2"

1"

1-1/4" 61-113

33-60

1/2"

3/4" 12-32

1-11

URINAL

3

2

3

2

--

1.5

5

1.5

--

--

5

10

HOT OR COLD WATER SUPPLY

MULTIPLE FIXTURES

FIXTURE UNIT TABULATIONPIPE FIXTURE

ZURN "SHOKTROL"HAMMER ARRESTOR,REFER TO RISERDIAGRAM FOR SIZES,PROVIDE BALL-TYPEISOLATION VALVE &THREADED COUPLING.

WATER PIPING IN WALL

PROVIDE 12"X12" LOCKING ACCESS COVER, PAINTED AS DIRECTED BY ARCHITECT.

IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE AT END OF LINE.

IF BRANCH IS GREATER THAN 20' LONG PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS.

INSTALL PER PDI STANDARDS AND MANUFACTURER'S INSTRUCTIONS

PR

OF

ESS

ONAL ENGIN

EE

R

I

SAXETFOETATS

LI CENSED

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY: D.J.

PENN, PE #58432 ON 06/10/2019

D.J. PENN

58432

1301 Solana Blvd.

Bldg. 1, Suite 1420

Westlake, TX 76262

817-410-2858

WWW.IEGLTD.COM

TEXAS REGISTERED ENGINEERING

FIRM F-5923

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject

:


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017_

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IEG

P2.1

PLUMBING PLAN

05/22/18

1780-03-01

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P2.1 1/4" = 1'-0"

1 PLUMBING PLAN - LEVEL 1

PLUMBING NOTES BY SYMBOL

P1 REFER TO CIVIL DRAWINGS FOR CONTINUATION.

P2 ICE MAKER VALVE BOX & 1/2" SUPPLY LINE, PROVIDE WITH SUPPLY STOP, EQUALTO 'OATEY' ICE MAKER OUTLET BOX. PROVIDE FINAL CONNECTION TO ICE MAKER.PROVIDE BACK FLOW PREVENTION TYPE BFP3.

N.T.S.P2.1

4 WATER HEATER RISER DIAGRAM - TYPICAL

N.T.S.P2.1

5 TRAP PRIMER DETAIL

N.T.S.P2.1

6 WATER HAMMER ARRESTOR DETAIL

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project name: client name: location: project number: …€¦ · no. 1 to the drawings and the...

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