09/13/2018 - huckabee · no. 1 to the drawings and the project manual project name: aubrey ms...

NO. 1

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME: Aubrey MS Addition

CLIENT NAME: Aubrey ISD

LOCATION: Aubrey, Texas

PROJECT NUMBER: 1780-02-01

PROPOSAL DATE: Tuesday, September, 18, 2018, 2:00 PM

ADDENDUM DATE: Thursday, September, 13, 2018

For additional information regarding this project, contact Ron Rodpracha at 800.687.1229.

THIS ADDENDUM INCLUDES:

Civil Items 1 Pages

Landscape Items - Pages

Structural Items 1 Pages

Architectural Items 1 Pages

Foodservice Items - Pages

Plumbing Items - Pages

Mechanical Items 1 Pages

Electrical Items - Pages

Technology Items 1 Pages

AND ALL ATTACHED REVISED DRAWING REFERENCES IN THE ADDENDUM

��

09/13/2018

Project Name: Aubrey MS Addition Client: Aubrey ISD Aubrey, Texas Project Number: 1780-02-01

Civil Items For Addendum No. #

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 AS NOTED: DRAWINGS: AD No 1, Civil Item 1: To the Drawings, Sheet C5.0, “GRADING PLAN,”

1) Grades revised for positive drainage and clarity END OF CIVIL ADDENDUM

RIM=648.1'

UP UP/UG GUY

IVIV

COCO

IV IV IV

GA

TE

TBM MNS654.66'

RIM=654.4'

IVWM

IV

FL 18"RCP =646.8'FL 18"RCP =646.9'

FL 18"RCP =646.6'FL 18"RCP =646.5'

IV

IV

FL 18"RCP =646.4'

FL 18"RCP =646.3'IV

WM

EM

WELL EQUIPMENT

IV

GA

TE

BUILDING CORNERBUILDING CORNER

BUILDING CORNER

RIM=648.3'OU OU OU OU OU OU OU OU OU OU

IVIV

RD

RD

FH

RD

RD

COCOCOGATE7" OAK

IVIV

4" ELM

9" OAK

3" ELM

4" PINE

WVWVWV

FL 12"PVC =653.7'

LP

IV

LEBLEB

COCO

660.2'FINISHED FLOOR

EAVEEAVEEAVE

RD

RDCOCO

RD

RD

RD RD

GI TOP=657.1'FL 15"PVC =655.3'

EAVEEAVEEAVE

EAVE

EAVEEAVE

RD

RDGI TOP=657.6'

FL 15"PVC =655.7'

RD

ROOF DRAIN656.14'

WMWVWVWVWV

LP

4" OAK

IV659.71'

IV659.66'

IVIV

4" ELMIVIV

LEBCOCO

FL 24

"PVC =6

53.5'

FL 24

"PVC =6

53.6'

FL 18"PVC =655.3'

RD

RD

11745

26" COTTONWOOD

EAVEEAVE

EAVE

FL 18"PVC =655.8'

RD RD GP GPRD

RDCO RD

RD

RD

RIM=658.3'

RIM=658.3' RIM=658.5'

RD

COCO

RD RD RD

RD

GMGPGPGP

RD

GATE GATE FDC

RD

RD

RDRD COCOCO

EAVE

EAVE EAVEGP GP GP GP GP

GP

GP657.91'

FL 30"PVC =641.6'

15" PECAN

21" PECAN

18" PECAN

12" PECAN

18" PECAN

16" PECAN

16" PECAN

18" PECAN

IVIVIVBUILDING

BUILDING

BUILDING

CONCRETE

CO

NC

RET

E

CONCRETE

ST

ST

ST

GATE

CONCRETE

GATE

GRAVEL

GRAVEL

645

650

642

643

644

646

647

648

649

645

642

643

644

646

647

648649

641

641

640

638639

639

640

640

645

641

642

643

644

646

646645

644

643

644

645

647

648

647

643

642

649650

650

648

649

651650

651

652

653

654

650

648

649

651

652

653

655654

656

657

660

658

659

661

662

656

657

658

659

660

661 660 65

8

65865

7

658

658

659

656

657

659

655

656 657

658

657657

658

656

655

656

657

65765

8659

658 658

659

652

653

654

655

655

658

659

65965

6

656

658

659

658

659

CONCRETE

CONCRETE

EAV

E

EAV

E

CONCRETE

EAVE

CONCRETE

CONCRETE

EAVE

CONCRETEDRAIN CHANNEL

CONCRETEBLOCKS

(TYPICAL)

CONCRETEDRAIN CHANNEL

BIG D

COMMERCIAL V

ENTURES, LLC,

A TEXAS LIMIT

ED LIABIL

ITY COMPANY

INST. #

2016

-2769

6

O.P.R.D.C.T.

N0

0°5

9'5

2"E

8

16

.8

0'

16' PUBLIC UTILITY EASEMENTCABINET W, SLIDE 232

P.R.D.C.T.

DENNIS COWAN SURVEY

ABSTRACT NO. 3

04

APPROXIMATE LOCATION OF 20' UTILITY EASEMENTGRAPHICALLY DEPICTED ON ADJACENT PLATRECORDED IN CABINET W, SLIDE 232, P.R.D.C.T. ( SEESURVEYOR'S NOTE NO. 5)

APPROXIMATE LIMITS OF ZONE A

APPROXIMATE LIMITS OF ZONE X

(SEE FEMA FLOOD CLASSIFICATION)

APPROXIMATE LIMITS OF ZONE A

(SEE FEMA FLOOD CLASSIFICATION)

(N00

°32'

22"E

817

.32'

)

50' MUTUAL ACCESS, UTILITYAND DRAINAGE EASEMENT

CABINET W, SLIDE 232P.R.D.C.T.

(SEE SURVEYOR'S NOTE NO. 5)

APPROXIMATE LOCATION

OF GEOTHERMAL WELL


OF GEOTHERMAL WELL


OF GEOTHERMAL WELL


OF GEOTHERMAL WELL


OF GEOTHERMAL WELL

T

FH

FH

FH

FH

VAN

VA

N

ATHLETIC ADDITION

EXISTING BUILDING

FFE = 655.73

FFE = 658.40

6

5

5

6

5

5

655

TP=651.75

TP=651.65

TP=655.00

TP=655.65

TP=655.60

TP=655.15

FG=655.00FG=655.00

FG=655.00FG=655.00

FG=655.55

TP=655.15

TP=655.60

TP=654.10

TP=654.10

TP=654.00

TP=654.00

TP=653.65

TP=653.65

TP=653.65

TP=653.45

TP=653.10

TP=655.65

TP=655.60

TP=658.36±

MATCH EX.

FG=658.00

Match Ex.

TP=657.90

TP=658.10

TP=657.70

TP=658.15

TC=658.15

TP=657.70

TP=657.65

TC=657.85

TP=657.35

TP=657.75

TP=658.05

TC=657.35

TP=656.85

TP=658.34±

MATCH EX.

TP=657.91±

MATCH EX.

TP=658.19±

MATCH EX.

TP=658.15±

MATCH EX.

TC=658.15

TP=657.75

FG=658.00

MATCH EX.

TP=656.50±

MATCH EX.

TP=655.35

TC=655.75

TP=655.25

TP=654.85

TP=654.80

TC=655.40

TP=654.90

TP=655.40

TP=655.65

TC=655.00

TP = 654.60

TP=655.00

TC=655.50

TP=655.10

TC=655.00

TP=654.50

TP=654.00

TP=656.28±

MATCH EX.

TP=656.28±

MATCH EX.

FG=654.50

FG=654.50

FG=654.50

TC=653.00

TP=652.50

TP=653.60

TP=653.55

TC=658.35

TP=658.00

TP=655.60

TP=655.64

TP=655.65

TP=655.65

6

5

5

6

6

0

6

5

5

TP=655.90

TP=655.20

TP=655.30

6

5

4

TP=655.30

TP=655.55

TP=655.85

TP=656.10

TP=655.20

6

5

5

TP=656.05

6

5

0

655

FFE =

651.50

TP=649.65

TC=654.20

TP=653.70

TC=652.75

TP=652.25

TP=650.35

TP=649.55

TC=654.75

TP=654.25

TC=655.65

TP=655.15

TP=655.70

TP=655.5

TP=655.85

TP=655.90

TC=655.60

TP=655.10

TP=653.55

TP=653.50

TC=654.00

TP=653.50

TC=656.75

TP=656.25

TC=657.30

TP=656.80

TC=656.75

TP=656.25

TC=657.10

TP=656.60

TC=659.90

TP=659.40

TC=662.28±

TP=661.78±

MATCH EX.

TC=662.35±

TP=661.85±

MATCH EX.

TP=659.82±

MATCH EX.

TC=660.14±

TP=659.64±

MATCH EX.

TC=660.75±

TP=660.25±

MATCH EX.

FG=651.9 ±

TP=652.35

TP=653.75

TP=653.65

TC=653.50

TC=654.85

TP=654.40

%5.0MAX

TP=656.89±

MATCH EX.

TP=656.85

TP=656.85±

MATCH EX.

TP=656.65±

MATCH EX.

TC=656.75±

MATCH EX.

TP=656.16±

MATCH EX.

TP=649.00

TP=652.20TP=652.10

TP=649.75

6

5

0

FG=651.00

FG=651.00

FG=651.00

FG=651.00

TP=651.42

6

5

6

6

5

7

6

5

8

6

5

4

6

5

4

6

5

4

6

5

6

6

5

3

6

5

4

655

6

5

2

6

5

1

6

5

2

6

5

4

656

657

6

5

9

6

6

1

6

5

8

6

5

8

65

8

6

5

7

6

5

7

6

5

6

6

5

6

6

5

4

6

5

9

6

57

6

5

5

6

5

6

656

6

5

1

6

5

2

6

5

2

6

5

3

6

5

2

6

5

1

6

5

3

6

5

2

6

5

1

6

5

4

6

5

4

653

6

5

4

6

5

6

656

657

6

5

1

653

652

6

5

2

6

5

1

656

653

6

5

3

65

3

653

6

5

5

6

5

0

TP=654.40

TC=655.50

TP=655.00

TP=655.65

6

5

4

TP=656.30

6

5

3

6

5

3

6

5

3

6

5

4

6

5

5

6

5

9

6

5

4

653

6

5

6

6

5

9

6

5

8

6

5

7

652

TP=651.45

TC=655.05

TP=654.55

TP=655.25

TP=655.45

6

6

0

TP=655.20

TP=655.20

TC=654.60

TP=654.10

TP=652.85

TP=650.5

FG=650.62

TP=654.00

651

650

TC=657.75

TP=657.25

651

650

649

648

647

646

ADJUST TO

FINISHED GRADE

ADJUST TO

FINISHED GRADE

ADJUST TO

FINISHED GRADE

ADJUST TO

FINISHED GRADE

PERFORATED PIPE TO MAINTAIN

CONSTANT ELEVATION OF 55.1

FL 3" = 55.1 ( TOP OF PIPE 55.35)

(BOTTOM OF 4" SIDEWALK 55.4)

FL 3" = 54.90

RIGID PVC

AREA OF <2%

ENERGY DISSIPATION RIP RAP AS

SHOWN. MIN. 24” THICK OF

WELL GRADED 12” AVG DIA STONE

MIXTURE OVER A FILTER BLANKET OR

BEDDING GRADED GRAVEL.

ENERGY DISSIPATION RIP RAP AS

SHOWN. MIN. 24” THICK OF

WELL GRADED 12” AVG DIA STONE

MIXTURE OVER A FILTER BLANKET OR

BEDDING GRADED GRAVEL.

6.0'6.0'

LEGEND

FG=100.50

100

100

PROPOSED CONTOUR

EXISTING CONTOUR

GRADE BREAK

FLOWLINE

ACCESSIBLE ROUTE

SPOT GRADE

PROPOSED FLOW ARROW

FG FINISHED GRADE

TP TOP OF PAVEMENT

TC TOP OF CURB

FL FLOWLINE

FF FINISHED FLOOR

SITE GRADING - IBC REQUIREMENT (SEC. 1804)

· THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION

SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT

LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL

(5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10-FEET

MEASURED PERPENDICULAR TO THE FACE OF THE WALL.

· IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10-FEET OF

HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED

TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER

AWAY FROM THE FOUNDATION. SWALES USED FOR THIS PURPOSE

SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED

WITHIN 10-FEET OF THE BUILDING FOUNDATION.

· IMPERVIOUS SURFACES WITHIN 10-FEET OF THE BUILDING

FOUNDATION SHALL BE SLOPED A MINIMUM OF 2-PERCENT AWAY

FROM THE BUILDING.

TBPE Registration #: F-1002

Sheet of

Sheet No.Job. No.

Drawn By:

Date:

Pro

ject:

Re

vis

ion

/ D

ate

Copyright © 2018, Huckabee & Associates, Inc.

This drawing was prepared by Adams Consulting Engineers, Inc.(Adams) as an instrument of service, and shall remain the propertyof Adams. The information hereon shall be used only by the client

to whom the services are rendered and only for the purpose ofconstructing or installing the work as shown at the designated

location and site. Any other use, including (without limitation) anyreproduction or alteration, is strictly prohibited, and the user shallhold harmless and indemnify Adams from all liabilities which may

arise from such unauthorized use.

AU

BR

EY

M

ID

DL

E S

CH

OO

L

AD

DIT

IO

N

FO

R

AU

BR

EY

I.S

.D

.

AU

BR

EY

, T

EX

AS

PACKAGE 1

AUGUST 27, 2018

2018.024

GENERAL SITE GRADING NOTE

· AS PART OF THE BASE BID THE CONTRACTOR SHALL PROVIDE/IMPORTALL SELECT FILL AND TOPSOIL MATERIAL NECESSARY TO ACHIEVE FINALGRADE PER PLAN.

· ALL AREAS WITHIN CONSTRUCTION LIMITS NOT COVERED WITH ANIMPERVIOUS MATERIAL SHALL BE COVERED WITH TOPSOIL. THETOPSOIL SHALL BE IN CONFORMANCE WITH THE TOPSOIL NOTES LISTEDIN THE PLAN SET AND SPECIFICATIONS FOR THIS PROJECT.

· BASE BID SHALL ALSO INCLUDE HAUL OFF OF EXCESS MATERIAL ASNECESSARY.

· ANY FILL PLACED ONSITE SHALL BE TESTED AND APPROVED BY THEPROJECT GEOTECHNICAL ENGINEER AND BE IN CONFORMANCE WITHRECOMMENDATIONS LISTED IN THE SITE GEOTECHNICAL REPORTNO. G18-2113-A AND DATED JULY 2, 2018 OR ANY SUPPLEMENTALADDENDUMS.

STANDARD ACCESSIBILITY REQUIREMENTS

PARKING:

ACCESSIBLE PARKING SPACES SHALL BE AS NOTED TO A MIN. 96" WIDE OR A MIN.

132" WIDE FOR VAN DESIGNATED SPACES WITH A MAXIMUM SLOPE OF 2% (IN ALL

DIRECTIONS). ALL BUILDINGS SHALL CONTAIN AT LEAST ONE VAN ACCESSIBLE

SPACE FOR NO LESS THAN ONE VAN SPACE FOR EVERY 6 ACCESSIBLE SPACES.

EACH ACCESSIBLE PARKING SPACE SHALL HAVE A VERTICALLY MOUNTED (OR

SUSPENDED) SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. APPROPRIATE

VAN ACCESSIBLE SPACES MUST INCORPORATE "VAN-ACCESSIBLE" BELOW THE

SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE LOCATED AS NOTED TO 80" (MIN.)

ABOVE THE ADJACENT PAVED SURFACE TO BOTTOM OF SIGN.

ALL ACCESS AISLES SERVING ACCESSIBLE PARKING SPACES SHALL BE AS NOTED

TO A 60" WIDE MINIMUM.

RAMPS:

RAMPS EXCEEDING 6" IN RISE (EXCLUDING CURB RAMPS) SHALL HAVE

APPROPRIATE EDGE PROTECTION WITH HANDRAILS ON EACH SIDE AT BETWEEN

34" AND 38", AND EXTEND 12" BEYOND THE TOP AND BOTTOM OF RAMP. HANDRAIL

SHALL NOT DIMINISH THE CLEAR AREA REQUIRED FOR TOP AND BOTTOM

LANDINGS SERVING THE RAMPS.

RAMPS SHALL HAVE A SURFACE ARRANGED SO THAT WATER WILL NOT

ACCUMULATE. COLOR OF RAMP FINISH MATERIAL (INCLUDING CONCRETE) SHALL

HAVE A LIGHT AND REFLECTIVE VALUE TO SIGNIFICANTLY CONTRAST FROM

ADJACENT SURFACES OR COLORS ONLY IF REQUIRED BY LOCAL OR STATE

JURISDICTION

LANDINGS FOR RAMPS SHALL BE AS WIDE AS THE RAMP AND 60" LONG MINIMUM

(36" MINIMUM FOR CURB RAMPS)

RAMPS SHALL NOT EXCEED A 1:12 RUNNING SLOPE OR 30" RISE

RAMPS AND LANDINGS SHALL NOT EXCEED 1:48 (2% CROSS SLOPE)

SIDEWALKS AND ACCESSIBLE ROUTES:

SIDEWALKS MUST BE AT LEAST 36" WIDE WITH 5'X5' CLEAR PASSING OPPORTUNITIESIN INCREMENTS LESS THAN 150 LFSIDEWALK CROSS SLOPE SHALL NOT EXCEED 1:48 (2%)

LONGITUDINAL SLOPE OF ANY SIDEWALK (ACCESSIBLE ROUTE)

SHALL NOT EXCEED 1:20 (5%)

A

B

C

D

E

F

G

H

I

J

C5.0MSH

GRADING PLAN

Know what'sbelow.

before you dig.Call

R

THESE PLANS ARE SUBJECT TO REVIEW &

APPROVAL BY JURISDICTIONAL ENTITIES.

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR

ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED

ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING

MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48

HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF

UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE

ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS

SHOWN ON THESE PLANS.

**NOTICE TO CONTRACTORS - UTILITIES**

!!!CAUTION!!!

EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY.

VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES

BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES.

** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY **

TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED

BY JPH LAND SURVEYING, INC.. THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE

TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR

CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES,

CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER,

GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE

CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES

ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN

THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT

CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES,

CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF

ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS

(PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER

SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM

CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER.

GRAPHIC SCALE

FEET0 6030

10

9/1

2/2

01

8A

DD

EN

DU

M #

1

1- REVISED GRADING SPOT

SHOTS/CONTOURS AT SOUTH WEST OF

PARKING LOT

Project Name: Aubrey MS Addition Client: Aubrey ISD Aubrey, Texas Project Number: 1780-02-01

Structural Items For Addendum No. #

Page 1 of 1

STRUCTURAL 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, Struct Item 1: To the Drawings, Sheet S2.1, “FOUNDATION & GROUND FLOOR PLAN,”

1) Added section 16/S3.3 at displace cases (2 locations)

AD No 1, Struct Item 2: To the Drawings, Sheet S2.2, “LOW ROOF FRAMING PLAN,”

1) Added section 22/S5.3 at overhead door 2) Updated RTU weights on low roof framing to match mechanical schedule

AD No 1, Struct Item 3: To the Drawings, Sheet S2.3, “HIGH ROOF FRAMING PLAN,”

1) Updated RTU weights on high roof framing to match mechanical schedule

AD No 1, Struct Item 4: To the Drawings, Sheet S3.3, “CONCRETE DETAILS,”

1) New detail, 16/S3.3, at display cases

AD No 1, Struct Item 5: To the Drawings, Sheet S5.3, “ELEVATED FRAMING DETAILS,”

1) Detail 11/S5.3, added notation for connection of WF beam 2) Detail 12/S5.3, revised graphical height of CMU parapet to match architectural and depth of lintel grout to match

scheduled depth

3) Detail 15/S5.3, revised roof edge angle to CMU connection to be consistent with surrounding details 4) New detail, 22/S5.3, at overhead door

END OF STRUCTURAL ADDENDUM

1

12

3

34

5

5

6

6

A A

B

C

D

E

F

G

I

8 3/8"

8 3/

8"

8 3/

8"

TOC 97' - 1 7/16"

TOC 98' - 8"

TOC 100' - 0"

B.1

4.1

7' - 0 1/8"

7 3/8"

8' - 0" 20' - 7" 14' - 2" 19' - 8 1/2" 19' - 8 1/2" 7' - 6"

15' - 7 1/2" 20' - 7" 14' - 3" 10"

84' - 7" 14' - 4 1/4" 50' - 11 1/4" 46' - 0"

8 3/8"

1' -

0"

18' -

1"

19' -

9"

19' -

9"

19' -

9"

19' -

9"

19' -

0"

10"

4' -

2 1

/4"

12' -

8"

23' -

4"

62' -

8"

1' -

0"

4 1/4"

4' -

0"

9' -

5 1

/4"

5' -

7"

8' -

0"

9' -

3"

12' -

8"

17' -

6 3

/4"

18' -

8"

10"

14' - 6" 15' - 4" 15' - 4" 10"

16' -

0"

5' -

0"

16' -

0"

C1

3

S3.2

3

S3.2

11

S3.3

7

S3.2

7

S3.2

4

S3.2

4

S3.2

4

S3.2

4

S3.2

7

S3.2

8

S3.2

6

S3.2

16

S3.2

9

S3.2

5 3/8"

4"

10"

12' -

11

3/4"

12' -

8"

17' -

2"

8' -

1 1

/4"

6' -

11"

4' -

0"

1" E

J

1

S4.2

117'

- 1

1"

195' - 10 1/2"

10" 20' - 5" 20' - 10" 20' - 10" 20' - 10" 10" 14' - 0"

13' - 10"

17

S3.2

GR BM JOG

AT EJ ABUT TO EXIST

14

S3.2

18

S3.2

11

S3.2

12

S3.2

21

S3.2

94' - 0"

P1

94' - 0"

P294' - 0"

P294' - 0"

P294' - 0"

P294' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P294' - 0"

P294' - 0"

P294' - 0"

P294' - 0"

P2

94' - 8"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P2

94' - 0"

P1

94' - 0"

P194' - 0"

P1

94' - 0"

P1

94' - 0"

P194' - 8"

P1

94' - 8"

P1

94' - 8"

P194' - 8"

P1

94' - 8"

P194' - 8"

P1

94' - 8"

P194' - 8"

P1

94' - 8"

P1

94' - 0"

P194' - 0"

P194' - 0"

P1

94' - 0"

P1

94' - 0"

P1

94' - 8"

P2

94' - 8"

P2

94' - 8"

P294' - 8"

P294' - 8"

P294' - 8"

P294' - 8"

P2

94' - 8"

P2

94' - 8"

P2

94' - 0"

P294' - 8"

P294' - 8"

P294' - 8"

P294' - 8"

P2

84' - 7" 14' - 3 1/8" 51' - 0 3/8" 39' - 4" 6' - 8"

EXISTING BUILDING TO REMAIN

94' - 8"

P2

94' - 8"

P2

94' - 8"

P194' - 8"

P1

PRE-MANUFACTURED CANOPY ABOVE

FOUNDATION DESIGN BY CANOPY SUPPLIER

SEE ARCHITECTURAL SITE PLANS/DETAILS

PRE-ENGINEERED CANOPY

ABOVE DESIGNED BY OTHERS

94' - 0"

P1

94' - 0"

P1

2

S4.2

8' -

2 1

/8"

9' -

11

3/4"4 3/

8"4

3/8"

4 3/8"

VOLLEYBALL POST INSERT

SEE ARCH FOR LOCATIONS

SEE TYP24/ S3.1 15

S3.2

15

S3.2

SEE FOR

THICKENED SLAB

BELOW NON-LOAD

BEARING CMU

WALLS TYP

8/ S3.1

ST

EP

BO

GR

BM

SE

E

TY

P13

/ S3.

1

23

S3.2

TYP AT

CANTILEVER GR BM

2

S3.3

22

S3.2

22

S3.2

22

S3.2

STEP BO GR BM

SEE SIM13/ S3.1

7 3/8"

6 3/

8"

6 3/

8"

20

S3.2

20

S3.2

14

S3.3

24

S3.2

24

S3.2

20

S3.2

5 3/

8"

20

S3.2

5 3/

8"

20

S3.2

SIM

1

S3.3

3

S3.3

4

S3.3

20

S3.2

5

S3.3

6

S3.3

AT MOP

SINK

RECESS SLAB

PER

AND SLOPE TO

DRAIN TYP AT

SHOWERS

15/ S3.1

7

S3.3

7

S3.3

7

S3.3

7

S3.3

7

S3.3

22

S3.2

10

S3.3

5 3/8"

9

S3.2

AT

DOORWAY

AT

DOORWAY

AT

DOORWAY

13

S3.3

8

S3.3

TOC 97' - 4"

8' -

8"

1' -

4"

8"10

' - 0

"

PRE-ENGINEERED

CANOPY ABOVE

DESIGNED BY OTHERS

PRE-ENGINEERED

CANOPY ABOVE

DESIGNED BY OTHERS

PRE-ENGINEERED

CANOPY ABOVE

DESIGNED BY OTHERS

6

S3.2

SAWED JOINTS

PER GN TYP

12

S3.3

STEP BL ELEV

SEE ARCH

SAWED JOINTS

PER GN TYP

PRE-ENGINEERED

CANOPY ABOVE

DESIGNED BY OTHERS

4' - 6"

102'

- 1

0 1/

4"

3' -

0"

1' -

0"

4' - 8"

CJ

GR

OU

T S

OLI

D

4' -

11

5/8"

4' - 0"CJ

2' - 0"

2' - 0"

CJ CJ

4' -

0"

CJSIM

TOC 97' - 4"

16

S3.3

TYP

AT

DISPLAY CASE

16

S3.3

AT

DISPLAY CASE

PLAN NOTES: GROUND FLOOR & FOUNDATION

1. FINISH FLOOR ELEVATION IS RELATIVE TO A PROJECT

DATUM ELEVATION. REFER TO GENERAL NOTES.

2. TOP OF CONCRETE SLAB IS FINISH FLOOR UNLESS

INDICATED OTHERWISE.

3. TOP OF PIER ELEVATION RELATIVE TO PROJECT DATUM

100'-0" IS SHOWN ON PLAN.

4. SHEET INDEX:

GENERAL NOTES S1.1

STATEMENT OF SPECIAL INSPECTIONS S1.2

TYPICAL CONCRETE DETAILS S3.1-S3.2

DRILLED PIER SCHEDULE S3.1

TYPICAL CMU DETAILS S4.1

MASONRY WALL SCHEDULE S4.1

TYPICAL STEEL DETAILS S5.1-S5.2

COLUMN SCHEDULE S5.1

5. SEE FOR STORAGE BUILDING FOUNDATION PLAN.21/ S3.3

L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


PACKAGE #1

LAFP PROJECT NO. 18067 FIRM REG. NO. F-537

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LAFP

S2.1

FOUNDATION & GROUND

FLOOR PLAN

8/27/18

1780-02-01

1/8" = 1'-0"

1 FOUNDATION & GROUND FLOOR PLAN - ADDITION

1

1

1

Rev

isio

n /

Dat

e

19

/12

/18

AD

DE

ND

UM

1

1

1

3

3

5

5

6

6

A A

C

D

G

I

1' -

4"

2' -

9"

TY

P

6"

W12

x19

W12

x19

26K622K5

22K5

22K5

22K5

22K5 SP

22K5 SP

22K5

22K5

22K5 SP

22K5 SP

22K5

22K5

22K5

26K6

26K6

26K6

26K6

26K6

26K6

26K6

26K6

26K6

26K6

26K6

26K6

30K10

30K10

30K10

30K10

30K10

30K10

30K10

30K10

30K10

30K10

12K1

12K1


BELOW DESIGNED BY OTHERS

B.1

4.1

4.1

TOS 114' - 3 5/8"

TOS 112' - 11 1/2"

TOS 112' - 0"

TOS 112' - 0"

TOS 114' - 0"

5

S5.3

5

S5.36

S5.3

6

S5.3

3' -

3"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

6' -

0"

2' -

9 3

/8"

22K5 26K6

15

S5.3

21

S4.1

7

S5.3

11

S5.3


DESIGNED BY OTHERS


DESIGNED BY OTHERS

22

S4.1

22

S4.1

1

S4.2

RTU APPROX

WT = 1600 LB

RTU

APPROX WT

= 1600 LB

SEE FOR

RTU CURB SUPPORT

TYPICAL

6/ S5.2

84' - 7" 14' - 0" 51' - 3 1/2" 46' - 0"

62' -

8"

23' -

4"

11' -

8"

5' -

2 1

/4"

117'

- 1

1"


DESIGNED BY OTHERS

TOS 114' - 3 5/8"

TOS 114' - 0 1/8"

2

S2.2

W12x19

W12x19

W12

x19

12

S5.3

8

S5.3

84' - 7" 14' - 0" 51' - 3 1/2" 46' - 0"


2

S5.3

3

S5.3

4' -

0"

3' -

10

1/4"

W12x19

14

S5.3

PRE-ENGINEERED

CANOPY DESIGNED BY

OTHERS

18

S5.3

WA

LL E

DG

E

GR

OU

T C

ELL

S S

OLI

DU

PT

O 4

' - 0

" F

RO

M

PRE-MANUFACTURED CANOPY

DESIGNED BY OTHERS

SEE ARCHITECTURAL SITE

PLANS/DETAILS

2

S4.2

16

S5.3

W10x12 HIGHTOS 114' - 6"

W10x12 LOWTOS 108' - 6"

19

S5.3

TYP14/ S4.1DECK MARK RA

CONN TYPE 'II'

DECK MARK RA

CONN TYPE 'I'

TY

P

6"

ROOF SCUTTLE

SEE 8/ S5.2

CJ

CJ

CJ

CJ CJ

34' - 8"1' - 0"

20

S5.3

20

S5.3

22

S5.3AT OH

DOOR

PLAN NOTES: ROOF FRAMING

1. TOP OF NEW ROOF STRUCTURE IS SLOPED FOR DRAINAGE. SEE TOP OF STEEL ELEVATIONS

NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES

UNLESS SHOWN OTHERWISE.

2. UNLESS NOTED OTHERWISE, STEEL JOISTS/BEAMS SHALL BE CENTERED AND EQUALLY SPACED

BETWEEN COLUMN CENTERLINES.

3. SEE SHEET S1.2 FOR COMPONENT & CLADDING WIND PRESSURES, INCLUDING JOIST NET

UPLIFT DESIGN REQUIREMENTS.

4. JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DESIGNED FOR TYPICAL ROOF LOADING

SHOWN ON PLANS PLUS A CONCENTRATED LOAD OF 60% OF INDICATED EQUIPMENT WEIGHT

PLACED AT ANY PANEL POINT.

5. SEE OVERALL PLAN AND GENERAL NOTES FOR ROOF DECK TYPE AND DECK CONNECTION.

6. BEAM-COLUMN CONNECTIONS FOR BEAMS ANNOTATED WITH "F=XX KIPS" ARE TO BE DESIGNED

TO TRANSFER THE HORIZONTAL LOAD SHOWN ON PLAN. CONNECTION DESIGNS SHALL BE BY A

LICENSED PROFESSIONAL ENGINEER WORKING FOR THE FABRICATOR AND REGISTERED IN THE

STATE OF THE PROJECT. ALL PROVIDED FORCES ARE FACTORED FOR "LRFD" DESIGN

PROCEDURES.

7. SHEET INDEX:

GENERAL NOTES S1.1





COLUMN SCHEDULE S5.1

5

A

B

C

B.1

4.1

HSS8 x 6 x 3/8TOS 108' - 9"

HS

S8

x 6

x 3/

8T

OS

108

' - 9

"

2

S5.3

3

S5.3


DESIGNED BY OTHERS

11' -

8"

1' -

0"

4' -

2 1

/4"

14' - 0"


Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


PACKAGE #1


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LAFP

S2.2

LOW ROOF FRAMING PLAN

8/27/18

1780-02-01

1/8" = 1'-0"

1 LOW ROOF FRAMING PLAN

1/8" = 1'-0"

2 CANOPY FRAMING PARTIAL PLAN

1

1

1

Rev

isio

n /

Dat

e

19

/12

/18

AD

DE

ND

UM

1

5

5

6

6

A

I

9' -

4"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

12' -

0"

9' -

3"

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

60DLH16 SP

TOS 131' - 8 1/4"

TOS 131' - 8 1/4"

117'

- 1

1"

84' - 7"

10

S5.3

10

S5.3

9

S5.3

9

S5.3

1

S4.2

84' - 7"


TOS 130' - 0"

TOS 130' - 0"

RT

U A

PP

RO

X

WT

= 2

900

LB

SEE FOR

RTU CURB SUPPORT

TYPICAL

6/ S5.2

RT

U A

PP

RO

X

WT

= 2

900

LB

9/ S5.2

DESIGN JOISTS FOR ADDITIONAL CONCENTRATED LOAD OF 1.5 KIPS

DUE TO BASKETBALL GOAL FRAMING AT CONCENTRATED POINTS

ALONG JOIST BOTTOM CHORD. WHERE GOAL FRAMING DOES NOT

CONNECT TO JOIST BOTTOM CHORD PANEL POINT, SEE

(6 GOAL LOCATIONS TOTAL)

JOIST MFR PROVIDE CAMBER FOR INITIAL CONSTRUCTION DEAD LOAD

OF 8 PSF PLUS JOIST WEIGHT

4/ S5.2

ERECTOR NOTE:

SEE DECK EDGE ANGLE ELEVATION

AFTER JOISTS ARE ERECTED AND

SET TO SELF-WEIGHT DEFLECTED

SHAPE OF ADJACENT JOIST, TYP

EACH SIDE

DECK MARK RB

CONN TYPE 'III'

CJ

PLAN NOTES: ROOF FRAMING

1. TOP OF NEW ROOF STRUCTURE IS SLOPED FOR DRAINAGE. SEE TOP OF STEEL ELEVATIONS

NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES

UNLESS SHOWN OTHERWISE.

2. UNLESS NOTED OTHERWISE, STEEL JOISTS/BEAMS SHALL BE CENTERED AND EQUALLY SPACED

BETWEEN COLUMN CENTERLINES.

3. SEE SHEET S1.2 FOR COMPONENT & CLADDING WIND PRESSURES, INCLUDING JOIST NET

UPLIFT DESIGN REQUIREMENTS.

4. JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DESIGNED FOR TYPICAL ROOF LOADING

SHOWN ON PLANS PLUS A CONCENTRATED LOAD OF 60% OF INDICATED EQUIPMENT WEIGHT

PLACED AT ANY PANEL POINT.

5. SEE OVERALL PLAN AND GENERAL NOTES FOR ROOF DECK TYPE AND DECK CONNECTION.

6. BEAM-COLUMN CONNECTIONS FOR BEAMS ANNOTATED WITH "F=XX KIPS" ARE TO BE DESIGNED

TO TRANSFER THE HORIZONTAL LOAD SHOWN ON PLAN. CONNECTION DESIGNS SHALL BE BY A

LICENSED PROFESSIONAL ENGINEER WORKING FOR THE FABRICATOR AND REGISTERED IN THE

STATE OF THE PROJECT. ALL PROVIDED FORCES ARE FACTORED FOR "LRFD" DESIGN

PROCEDURES.

7. SHEET INDEX:

GENERAL NOTES S1.1





COLUMN SCHEDULE S5.1 L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


PACKAGE #1


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LAFP

S2.3

HIGH ROOF FRAMING PLAN

8/27/18

1780-02-01

1/8" = 1'-0"

1 HIGH ROOF FRAMING PLAN

1 1

Rev

isio

n /

Dat

e

19

/12

/18

AD

DE

ND

UM

1

21' - 3"

18' -

3"

9' -

1 1

/2"

9' -

1 1

/2"

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

10 1/2" 7' - 7" 4' - 4" 7' - 7" 10 1/2"

1' -

2 1

/2"

4' -

5"

7' -

0"

4' -

5"

1' -

2 1

/2" 22

S3.3

22

S3.3

22

S3.3

22

S3.3

23

S3.3

22

S3.3

18

S3.3

18

S3.3

SAW JOINTS

SEE GN

5' - 0" 11' - 3" 5' - 0"

4' -

7 1

/2"

9' -

0"

4' -

7 1

/2"

TO CONC EL

SEE PLAN

8"2'

- 8

"

8 3/8"

8" CMU WALL BELOW WINDOW

REINF W #5 AT 24" OC

DOWELS TO MATCH SIZE &

SPACING OF VERT WALL

REINF

CL GR BM

= CL PIER1' - 8"

TO PIER EL

SEE PLAN

SEE

FOR ADDL INFO4/ S3.2

BB-1 CONT

1' -

4"

1 1/2" 2"

1 1/

2"1/

2"

10"

2' -

0"

BUILDING WALL FRAMING

BY BLDG SUPPLIER

CL AB

FF EL

SEE PLAN

ANCHOR BOLTS BY

BLDG SUPPLIER

REINF W (2) #8 CONT BOTTOM

#4 U-BARS AT 8" OC

#4 (1-6/4-0) AT 12" OC

REINF SLAB W #3 AT

12" OC EW AT SLAB

MID-DEPTH

1 1/2" 7 5/8"

1 1/

2"1/

2"

FF EL

SEE PLAN

1/4"

CONCRETE EDGE

PROFILE AT OH DOOR

SEE

FOR ADDL INFO

22/ S3.3

2' -

0"

FF EL

SEE PLAN

REINF W (2) #8 CONT BOTTOM

#4 U-BARS AT 8" OC

REINF SLAB W #3 AT

12" OC EW AT SLAB

MID-DEPTH

5"

10"

1' - 6" TYP

CONTINUOUS VAPOR

RETARDER OVER PREPARED

SUBGRADE TYPICAL

PLAN NOTES: STORAGE BUILDING FOUNDATION

1. SEE CIVIL FOR FINISH FLOOR ELEVATION. FLOOR

SLAB TO BE LEVEL EXCEPT AS NOTED IN DETAILS.

2. STIFFENED SLAB FOUNDATION SHALL BE CONSTRUCTED

OVER PREPARED SUBGRADE AS DESCRIBED IN THE

GEOTECHNICAL REPORT.

3. FOUNDATION DESIGN IS BASED ON MUELLER BACKYARD

BUILDING KITS: SLAB MOUNTED 18x21 BACKYARD

BUILDING.

4. FOUNDATION DESIGN IS BASED ON THE FOLLOWING

LOADS:

ROOF DEAD LOAD: 10 PSF

ROOF LIVE LOAD: 20 PSF

WALL DEAD LOAD: 100 PLF

FLOOR LIVE LOAD: 100 PSF

5. BUILDING STRUCTURE AND ATTACHMENT TO FOUNDATION

IS BY BUILDING SUPPLIER. ATTACHMENTS SHOWN ARE

AS INDICATED IN PRODUCT LITERATURE AND ARE

SHOWN FOR CONVENIENCE ONLY. ACTUAL CONNECTION

DETAILS MUST BE CONFIRMED BY THE GENERAL

CONTRACTOR BASED ON THE ACTUAL UNIT PURCHASED.

3' - 0"

2' -

0"

8"

D4 AT 18" OC 5" SLAB ON GRADE

SEE GN

REINF

(6) #8 CONT T&B

#4 TIES AT 10" OC

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

2' - 4"

2' -

0"

8"

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

SEEPLAN

1' - 1"

SEE

FOR ADDL INFO

24/ S3.2

REINF

(5) #8 CONT T&B

#4 TIES AT 10" OC

2' - 4"

2' -

0"

8"


SEE GN

REINF

(5) #8 CONT T&B

#4 TIES AT 10" OC

TO CONC EL

SEE PLAN

CL GR BM

= CL PIER

TO PIER EL

SEE PLAN

3' - 0"

2' -

0"

8"


SEE GN

REINF

(6) #8 CONT T&B

#4 TIES AT 10" OC

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

8" LOAD BEARING

CMU WALL SEE GN

FOR WALL REINF &

DOWELSSEE

PLAN

1' - 6"

2' -

0"

8"

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

6"

SEE


8"

#5 CONT AT CURB

SEE ARCH FOR EXTENTS

CMU "SOAP" TO

MATCH WALL

ABOVE SEE ARCH

1' - 2"

2' -

0"

8"

D4 AT 18" OC

ALTERNATE

DIRECTION

5" SLAB ON GRADE

SEE GN

REINF

(3) #8 CONT T&B

#4 TIES AT 10" OC

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

NON-LOAD BEARING

CMU WALL SEE ARCH

DOOR SEE ARCH

SEE PLAN

SLOPE

1' - 6"

GR BM REINF

SEE 20/ S3.2

8"2'

- 0

"

D4 AT 18" OC

1/2" COMPR

JOINT FILLER

SITE PAVING

SEE CIVIL

2' -

0"

5" MIN SOG

#3 AT 12" OC EW

CENTER IN SLAB

1' - 8"

SEE CIVIL FOR

TO PAVING EL

#3 (2-0) AT 18" OC

CL GR BM = CL PIER

REINF:

(4) #8 T&B

#4 STIRRUPS AT 10" OC

2' - 0"

2' -

0"

8"

D4 AT 18" OC

ALTERNATE

DIRECTION

5" SLAB ON GRADE

SEE GN

REINF

(6) #8 CONT T&B

#4 TIES AT 10" OC

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

TO CONC EL

SEE PLAN

D4 AT 18" OC

ALTERNATE DIRECTIONS

8"

2'-8

" A

T S

TE

P D

OW

N

2' -

0"

12" CMU WALL

SEE GN

REINF:

(6) #8 T&B


CL GR BM

= CL PIER

5" SLAB ON GRADE

SEE GN

FF EL

SEE ARCH

TO CONC EL

SEE PLAN

2 9/

16"

5" SLAB ON GRADE

SEE GN

TO PIER EL

SEE PLAN

2' - 0"

FF EL

SEE ARCH

TO CONC EL

SEE PLAN

D4 AT 18" OC

3' -

0"

2' -

8"

12" CMU WALL

SEE GN

CL GR BM

= CL PIER

5" SLAB ON GRADE

SEE GN

TO PIER EL

SEE PLAN

SEE

FOR ADDL INF0

8 3/8" 11 5/8"

3/ S3.2

1' -

4"

1-1/2"x3-1/2" SHEAR

KEY W WATERSTOP

PER ARCH

CJ AT CONTR OPTION

2' - 0"

REINF:

(5) #8 T&B


GROUT CAVITY SOLID

BELOW GRADE

1/2" COMPR

JOINT FILLER

SITE PAVING

SEE CIVIL

# VERT AT 12" OC

EACH WAY EACH FACE

FRENCH DRAIN

REF MEP/CIVIL

FF EL

SEE ARCH

TO CONC EL

SEE PLAN3' -

0"

2' -

8"

12" CMU WALL

SEE GN

CL GR BM

= CL PIER

TO PIER EL

SEE PLAN

SEE

FOR ADDL INF0

8 3/8" 11 5/8"

11/ S3.3

2' - 0"

BL EL

SEE ARCH

#3 U-BARS AT 12" OC

W #4 CONT AT 12" OC

MAX

1' - 6"

2' -

0"

8"

TO CONC EL

SEE PLAN

CL GR BM = CL PIER

TO PIER EL

SEE PLAN

SEEPLAN

SEE

FOR ADDL INFO

20/ S3.2

SLOPE

MASONRY VENEER

W LEDGE LOWER

THAN FF REF ARCH

TO CONC EL

SEE PLAN

12" CMU WALL

SEE GN

CL GR BM

= CL PIER

FF EL

SEE ARCH

TO CONC EL

SEE PLAN

2 9/

16"

TO PIER EL

SEE PLAN

SEE


8" CMU PARTITION

WALL SEE ARCH

SCHEDULED LINTEL

(2) #5 CONT

(1) #5 CONT

DISPLAY CASE

SEE ARCH

NON-STRUCTURAL

CMU INFILL SEE ARCH


Sheet No.Job No.

Drawn By:

Date:

Pro

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PACKAGE #1


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CONCRETE DETAILS

8/27/18

1780-02-01

1/8" = 1'-0"

21 FOUNDATION PLAN - STORAGE BUILDING -- ADD ALTERNATE 3/4" = 1'-0"

1

3/4" = 1'-0"

22

1 1/2" = 1'-0"

23

3/4" = 1'-0"

18 3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

4

3/4" = 1'-0"

5

3/4" = 1'-0"

6

3/4" = 1'-0"

7

3/4" = 1'-0"

13

3/4" = 1'-0"

10

3/4" = 1'-0"

8

3/4" = 1'-0"

11

3/4" = 1'-0"

12

3/4" = 1'-0"

14

3/4" = 1'-0"

16 1

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C 5x6.7 AT

4 FT OC MAX

INFILL W CFMF

SEE ARCH

C 5x6.7 AT

4 FT OC MAX

INFILL W CFMF

SEE ARCH

L 3x3x1/4 BRACE TO

ADJACENT BEAM TOP

FLANGE AT EA C5

L 4x4x1/4 CONT

1/4" STIFF PL AT EA

C5 AND BRACE CONN

CANOPY SUPPORT TUBE

SEE PLAN

SEE ARCH 3"


ATTACHMENT TO STRUCTURE

BY CANOPY SUPPLIER

1" 3 3/8"

TOS EL

SEE PLAN

L 4x4x1/4 WELDED CLIP

ANGLE AT EACH VERT C5

TOS EL

SEE PLAN

1 5/8"

L 3x3x1/4 BRACE TO

ADJACENT BEAM TOP

FLANGE AT EA C5

CANOPY SUPPORT TUBE

SEE PLAN

SEE ARCH 3"


ATTACHMENT TO STRUCTURE

BY CANOPY SUPPLIER

1" 3 3/8"

TOS EL

SEE PLAN

L 6x4x5/16 CONT

L 4x4x1/4 WELDED CLIP

ANGLE AT EACH VERT C5

SEE


TOS EL

SEE PLAN

BB-1 AT TOP OF WALL

BB-1 CONT BELOW

JOIST BEARING

SEE

L 5x5x5/16 CONT W 1/2" DIA

ADHESIVE OR SCREW

ANCHOR AT 32 IN GROUTED

CELL (4 1/2" EMBED)

CONNECTION PER METAL

DECK CONN SCHED

15/ S4.1

8' CMU WALL

SEE GN

BB-1 AT TOP OF WALL

BB-1 CONT BELOW

DECK BEARING

STEP AS REQD


ADHESIVE OR SCREW


CELL (4 1/2" EMBED)


DECK CONN SCHED

4" M

IN

GR

OU

T S

OLI

D

8' CMU WALL

SEE GN

SET ANGLE ELEVATION AFTER JOISTS

ARE ERECTED AND SET TO SELF-WEIGHT

DEFLECTED SHAPE OF ADJACENT JOIST

8' CMU WALL

SEE GN

EXISTING

EXTERIOR

BUILDING WALL

TO REMAIN

1" EJSEE

FOR ADDL INFO

6/ S5.3

8' CMU WALL

SEE GN

EXISTING

EXTERIOR

BUILDING WALL

TO REMAIN

1" EJSEE

FOR ADDL INFO

6/ S5.3

15/ S4.1JOIST BEARING

SEE

BB-1 CONT BELOW

JOIST BEARING

GR

OU

T S

OLI

D

4" M

IN

BB-2 AT TOP OF WALL

BB-2 CONT BELOW

DECK BEARING

SEE


ADHESIVE OR SCREW


CELL (4 1/2" EMBED)


DECK CONN SCHED

15/ S4.1

12" CMU WALL

SEE GN

BB-2 AT TOP OF WALL

BB-2 CONT BELOW

DECK BEARING

STEP AS REQD


ADHESIVE OR SCREW


CELL (4 1/2" EMBED)


DECK CONN SCHED

4" M

IN

12" CMU WALL

SEE GN

SET ANGLE ELEVATION AFTER

JOISTS ARE ERECTED AND

SET TO SELF-WEIGHT

DEFLECTED SHAPE OF

ADJACENT JOIST

GR

OU

T S

OLI

D

BB-2 CONT BELOW

DECK BEARING

SEE

SEE

AT WF BM CONN

SEE SIM

15/ S4.1

12" CMU WALL

SEE GN

L 5x5 AND EMBED

PER

AT 2'-0" OC

20/ S4.1

9/ S5.3

BL EL

SEE ARCH

13/ S4.1

EXISTING CANOPY

TO BE REMOVED


2" EJ

FV

11 13/16"

SEE

FOR ADDL INFO

10/ S5.3

BB-2 CONT BOTTOM GROUT

3 COURSES SOLID FULL

LENGTH

(2) #5 T&B

CONT

L 5x5x5/16 CONT

(2) #5 W/

STD HOOK

EA END

BB-2 AT TOP

OF WALL

GR

OU

T S

OLI

D

8" CMU WALL

SEE GN

SEE .18/ S4.1

SCHEDULED

LINTEL

SEE


L 5x5 AND EMBED

PER

AT 4'-0" OC MAX23/ S4.1

GR

OU

T S

OLI

D

GR

OU

T S

OLI

D

(2) #5 T&B W/

STD HOOK

EA END

8' CMU WALL

SEE GN

SEE SIM

FOR CANOPY

ATTACHMENT

21/ S4.1

SEE


GR

OU

T S

OLI

D

BB-1

(2) #5 W/ STD

HOOK EA END

WELD TUBE TO DECK AS TYPICAL

SUPPORT CONDITION SEE

GENERAL NOTES

HSS 2 1/2x2 1/2x1/4 CONT

E1 @ 32" O.C.

2 #5 CONT

CUT BLOCK AS REQUIRED

BB-1 CONT

GR

OU

T S

OLI

D

2 #5 T&B W/

STD HOOK

EA END

EXISTING BUILDING

TO REMAIN

20/ S4.1

BOND BM REINF

PER DETAIL

STRUCTURED BRICK

LINTEL BED AT EA

END & AT 24" OC

SEE

BL EL

SEE ARCH

EJ

2" M

IN

MASONRY VENEER

SEE ARCH

BEAM

SEE PLAN

EMBED PL 3/8"x12x12

W (4) 1/2" DIA (0-5) HSA

AT EA BEAM CONN

BB-1 CONT

GR

OU

T S

OLI

D

TYP 1"RET T&B

SEE


BEAM

SEE PLAN

EMBED PL 3/8"x12x12

W (4) 1/2" DIA (0-5) HSA

AT EA BEAM CONN LINTEL SEE

WALL ELEVATIONLINTEL SEE

WALL ELEVATION

TOP OF MASONRY

SEE ARCH

LINTEL EL

SEE ARCH

8" CMU WALL

SEE GN

GR

OU

T S

OLI

D

GR

OU

T S

OLI

D

(2) #5 T&B CONT

w/ STD HOOK

EA END

CONT BB-2

BB-1 CONT BELOW

JOIST BEARING

SEE 15/ S4.1

8' CMU WALL

SEE GN

CUT BLOCK

AS REQUIRED

OFFSET JOIST SEATS

AS NEEDED TO ACHIEVE

REQUIRED BEARING

STAND-OFF BRICK

LINTEL AT CMU

SEE

AT EA END OF OPNG

AND AT 4 FT OC MAX

CMU LINTEL

SEE SCHEDULE

SEE

FOR ADDL INFO

23/ S4.1

5/ S5.3

ROLL-UP OH DOOR

SEE ARCH


Sheet No.Job No.

Drawn By:

Date:

Pro

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PACKAGE #1


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S5.3

ELEVATED FRAMING

DETAILS

8/27/18

1780-02-01

3/4" = 1'-0"

2

3/4" = 1'-0"

3

3/4" = 1'-0"

5

3/4" = 1'-0"

6

3/4" = 1'-0"

7

3/4" = 1'-0"

8

3/4" = 1'-0"

9

3/4" = 1'-0"

10

3/4" = 1'-0"

11

3/4" = 1'-0"

12

3/4" = 1'-0"

14

3/4" = 1'-0"

15

3/4" = 1'-0"

18

3/4" = 1'-0"

16

3/4" = 1'-0"

19

3/4" = 1'-0"

20

3/4" = 1'-0"

22

1

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Project Name: Aubrey MS Addition

Client: Aubrey ISD

Aubrey, Texas

Project Number: 1780-02-01

Architectural Items For

Addendum No. #

Page 1 of 1

ARCHITECTURAL 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.


PROJECT MANUAL:

AD No 1, Arch. Item 1: To the Project Manual, Sections as listed below, Part 2 – Products;

Products listed herein are considered acceptable for conformance with the design concept of the project and general compliance with the information given in the contract

documents. The manufacturer, supplier and installer are responsible for meeting all requirements given in the contract documents unless specifically noted in the written

approval.

1) To Section 07 2200, “THERMAL INSULATION,”

Add ‘ISO 95+ GL Insulation’ as manufactured by Firestone Building Products

2) To Section 07 5100, “BUILT-UP BITUMINOUS ROOFING,”

Add ‘SBS Premium Torch’ as manufactured by Firestone Building Products

Add ‘Ply VI’ as manufactured by Firestone Building Products

DRAWINGS:

AD No 1, Arch. Item 2: To the Drawings, Sheet A3.2, “DOOR AND WINDOW DETAILS,”

1) DETAIL 9/A3.2: REVISED EMBED PLATE NOTE

AD No 1, Arch. Item 3: To the Drawings, Sheet A6.1, “WALL SECTIONS,”

1) DETAIL 5/A6.1: REVISED NOTE TO READ ‘8” CMU’

AD No 1, Arch. Item 4: To the Drawings, Sheet A6.2, “WALL SECTIONS,”

1) DETAIL 2/A6.2: REVISED BRACING LOCATION

AD No 1, Arch. Item 5: To the Drawings, Sheet A6.6, “WALL SECTION DETAILS,”

1) DETAIL 5/A6.6: CLEANED UP NOTES FOR CLARIFICATION

2) DETAIL 7/A6.6: UPDATED DETAIL TO COORDINATE WITH STRUCTURAL (SHOW CFMF RUNNER IN LIEU OF CHANNEL)

AD No 1, Arch. Item 6: To the Drawings, Sheet A9.1, “TYPICAL DETAILS,”

1) DETAIL 8/A9.1: REVISED PERTAINING TO JOINT SPACING

END OF ARCHITECTURAL ADDENDUM

��

09/13/2018

ASPHALT MASTIC TERMINATOR

CONCRETE MASONRY UNIT

(CMU) - VERIFY DIM. PER PLAN

CONT. SEALANT EA. SIDE

H.M. FRAME AS SCHED. FILL

SOLID W/ MORTAR.

WRAP STL. LINEL W/ METAL

FLASHING. FORM 1/2" DRIP

EDGE AS DETAILED.

WEEPS @ 2'-0" O.C. TYP. PROVIDE 2 WEEPS

PER OPENING MINIMUM.

MASONRY VENEER AT HEAD TO BE

RUNNING BOND, SOLDIER, OR AS NOTED

ON ELEV. AND DTLS.

MORTAR DROPPING COLLECTION

SYSTEM

SELF-ADH. FLASHING. FORM END

DAMS.

WEATHER BARRIER

TYP. EXT. MAS. DOOR HEAD DETAIL

H.M. FRAME AS SCHED. - FILL

SOLID W/MORTAR

JAMB ANCHOR (3 PER JAMB)


REF. STRUCT. FOR REINF.



CONT. SEALANT - EA. SIDE

FILL COLLAR JOINT W/ MORTAR

FACE BRICK OR CMU - REF.

FLOOR PLAN

WEATHER BARRIER

CONT. INSUL. BD.

CONT. INSUL. BD.

TYP. EXT. MAS. DOOR JAMB DETAIL

TYPICAL EXTERIOR MASONRY DETAILS (T.E.M.) SCALE 1-1/2" = 1'-0

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN EXTERIOR MASONRY SHALL

CONFORM TO THESE DETAILS

TERMINATION BAR

DRIP FLASHING DETAIL

3" = 1'-0"

SELF-ADH. FLASHING

CONT. SEALANT

PLA

TE

TH

ICK

NE

SS

1/2"

2"

1/2"

1/8"

1/2"

8 3/4"

2" T

YP @

WDW

S &

TRAN

SOM

S

4" T

YP @

DRS

BENT PLATE LINTEL

BOLTED TO CMU WALL-

REF STRUCT

CMU LINTEL AS SCHED - REF

STRUCT

CONT STL GUSSET PLATE

CONT BENT STL ANGLE 2

1/2"x4 1/2" 12 GA GALV @

DOOR ONLY

FLUID APPLIED FLASHING


UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN INTERIOR MASONRY SHALL


LINTEL AS SCHED. -

REF. STRUCT.

CONCRETE MASONRY

UNIT (CMU) - VERIFY DIM.

PER PLAN

CONT. SEALANT EACH

SIDE

H.M. FRAME AS SCHED.

FILL SOLID W/ GROUT

REF. STRUCT.

FOR REINF.

JAMB ANCHOR

(3 PER JAMB)

TYP. DOOR/WDW HEAD DETAIL TYP. DOOR/WDW JAMB DETAIL

CONT. SEALANT

EACH SIDE

REF. STRUCT. FOR

REINF.

TYP. DOOR/WDW SILL DETAIL

TYPICAL INTERIOR MASONRY DETAILS (T.I.M.) SCALE 1-1/2" = 1'-0

SNAP-IN OR WELD-IN

ANCHOR AT 3'-0" O.C.

BY H.M. MANUF. BED

EACH ANCHOR IN

GROUT

SNAP-IN OR WELD-IN

ANCHOR AT 3'-0" O.C. BY

H.M. MANUF. BED EACH

ANCHOR IN GROUT

CONT. SEALANT

EACH SIDE

REF. STRUCT. FOR

REINF.

SLOPE

WELD MTL. PLATE TO

FRAME. GRIND SMOOTH

FINISH TO CODE 104.

OFFICE KITCHEN

SIM. CONDITION

6 3/4" @ 6" CMU

8 3/4" @ 8" CMU

*HM FRAME MAX WIDTH 8 3/4" FOR 12" CMU OR

DOUBLE WYTHE, SET TO ONE SIDE

FLOOR FIN AS SCHED

F.F.

SEALANT EA. SIDE

SHIM AS REQ'D.

SLOPE @ EXT. ONLY

BACKER ROD

3/8"

1 1/

2"

HM SUB-SILL (.090) SET IN FULL BED

OF MASTIC. (AT EXTERIOR ONLY)

SCREW APPLIED STL. STOP

GLAZING AS SCHED.

EXPANSION ANCHOR @ 1'-4" O.C.

COUNTERSINK, FILL AND GRIND

SMOOTH AND FLUSH.

STL. CRUSH SLEEVE AT EACH

ANCHOR


EXTERIOR

1/2"

1/2"

MA

X.

1/2"

MA

X.

COMPRESSED FOAM ROD W/

CONT. BED OF SEALANT

TYP. FOR ALUM OR HOLLOW METAL

ALUMINUM THRESHOLD (SET IN

FULL BED OF MASTIC)

S.S. ANCHOR @ 8" O.C.

DOOR BOT. SEAL.

DOOR AS SCHED.

ALTERNATE THRESHOLD

THICK FLOOR FINISH ( Q.T.

TERRAZZO, WALK-OFF MAT

OR OTHER )

WHERE DIFFERENCE IN THICKNESS OF FLOOR FINISHES ON OPPOSITE

SIDES OF THE THRESHOLD EXCEEDS 1/4" PROVIDE HALF SADDLE.

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN INTERIOR MASONRY SHALL


LINTEL AS SCHED. -

REF. STRUCT.

CONCRETE MASONRY

UNIT (CMU) - VERIFY DIM.

PER PLAN

CONT SEALANT EA

SIDE

ALUM DOOR FRAME

REF. STRUCT.

FOR REINF.

PROVIDE 3

ANCHORS PER

JAMB MIN

TYP DOOR/WDW HEAD DETAIL TYP DOOR/WDW JAMB DETAIL

CONT. SEALANT

EACH SIDE

TYP DOOR/WDW SILL DETAIL

TYPICAL INTERIOR MASONRY ALUM DETAILS (T.I.M.A.) SCALE 1-1/2" = 1'-0

OFFICE

1"

WINDOW

CONDITION

EASE EDGE BOTH

SIDES

ALUM WINDOW

AS SCHED.

CORR

2" RIGID INSUL.

CMU VERIFY

DIM. PER PLAN.

METAL HOOD

PRE-FIN. MTL. CLOSURE PLATE

O.H. DOOR TRACK (BEYOND)

BY MFR.STL. LINTEL - REF. STRUCT.

FILL SOLID W/ GROUT

3/8" THICK STL. BENT PLATE.

FINISH TO CODE 100.

WEEPS @ 2'-0" O.C. TYP.

PROVIDE 2 WEEPS PER OPENING

MINIMUM.

MASONRY VENEER AT HEAD

TO BE RUNNING BOND, SOLDIER,

OR AS NOTED ON ELEV. AND DTLS.

SELF-ADH. FLASHING W/

FORMED END DAMS- EXTEND

4" BEYOND END OF LINTEL

WEATHER BARRIER

APPLIED TO FACE OF CMU-

FULLY COAT ALL BOLT HEADS

AND CONTINUE OVER TERM BAR

AND SELF-ADH. FLASHING


SYSTEM

TERMINATION BAR W/

THERMOPLASTIC SEALANT

2" WALL WIDTH

REF PLAN


4" SPLIT FACE CMU (REF. PLANS

AND ELEVATIONS)

WEATHER BARRIER

2" RIGID INSUL.

CMU VERIFY

DIM. PER PLAN

CONT. SEALANT

EA. SIDE

O.H. DOOR AND

TRACK BY MFR.

FILL COLLAR JOINT W/

GROUT

3/8" THICK STL. BENT PLATE.

FINISH TO CODE 100. WALL WIDTH

FLUID APPLIED

FLASHING

TYPE 'E' STL. GUIDES W/

WEATHER STRIPPING

L 1 1/2" X 1 1/2" X 1/4"X 6" HEADED

STUDS @ 2'-0" O.C. RETURN @

EA. ENDCONC.

SLAB REF.

STRUCT.

FACE BRICK OR

CMU (REF. PLANS

& ELEVATIONS)

STL. PLATE - REF. STRUCT.

GRIND SMOOTH ALL WELDS FIN.

TO CODE 100.

T.O. FIN. LEVEL W/ T.O. STL. ANGLE

SET ANGLE 1/8" ABOVE CONC. TO

FLUSH VCT OR OTHER FLOOR

FINISH.

1/2"

FOUNDATION - REF. STRUCT.

D

4 3/8" 11 5/8"

B.O. CANOPY

107' - 4"

8" CMU

2" RIGID INSUL. BD. (R-20) W/3" 'Z' CLIP OVER CONT.WEATHER BARRIER

PRE-MANUFACTURED

CANOPY

PRE-FIN. MTL. FLASHING

PRE-MANUF. CANOPY

COUNTERFLASHING - REF. A7

SHTS. FOR DTLS.

CANOPY ATTACHMENT -

REF. STRUCT.

CONT. SEALANT EA.

SIDE

1' - 4"

MTL. PANEL CLOSURE

W/ DRIP

METAL WALL PANEL SYS.

MTL SOFFIT PANEL - CONT.SEALANT @ ALL EDGES

ALUM. STOREFRONT

AS SCHED.

8" C.M.U. BOND BEAM W/

REINF. BARS CONT. - FILL

SOLID W/ GROUT

REF. STRUCT.

PRE-FIN. MTL. TRIM

1"

C

FRAME & GLAZING AS SCHED.

REF. A3.1 SHT. FOR CONFIG.



C.M.U. LINTEL AS SCHED.

REF. STRUCT.

8" CMU

4" FACE BRICK (FIELD)

2" RIGID INSUL. BD. (R-20)OVER CONT. WEATHER

BARRIER

TERMINATION BAR

MORTAR DROPPING

COLLECTION SYSTEM


PROVIDE 2 WEEPS PER

OPENING MIN.

WRAP STL. LINTEL W/ METAL


EDGE AS DETAILED.5" 4 1/2"

BENT PLATE LINTEL

BOLTED TO C.M.U. WALL.

REF. STRUCT.

SELF-ADH. FLASHING

1' - 4"

SIM. TO DRIP GFLASHING

DETAIL @ (T.E.M)

6

1' - 8"

DOOR HEAD

104' - 8"



EDGE AS DETAILED

1/2"

8 3/4"


FILL SOLID W/ MORTAR

CONT. SELANT EA. SIDE


CONT. STL. GUSSET PLATE


REF. STRUCT..

EMBED PLATE WITH HEADED

STUDS ATTACHED TO C.M.U.

WALL - REF. STRUCT.

WEATHER BARRIER

ASPHALT MASTIC

TERMINATOR


BARRIER

?

MORTAR DROP

COLLECTION SYSTEM


PROVIDE 2 WEEPS PER

OPENING MIN.

COUNTERFLASHING -

REF A7 SHTS. FOR

DTLS

PRE-MANUFACTURED

CANOPY

SELF-ADH. FLASHING

STL. TUBE - REF. STRUCT.

SIM. TO DRIP FLASHING

DTL. ON (T.E.M.)

AS2.1

4

1

2 3/4" MTL. DECK

PER MANUF.

PRE-MANUF. MTL. CANOPY -

REF. EXT. ELEV.

WELDED ENDPLATE

STOREFRONT - REF.

CONFIG. ON A3 SHTS.


THRU WALL FLASHING

ALUM. BREAK MTL.

TO MATCH FRAME FINISH

3/4" PLYWOOD (TYP.)

STL. BEAM

REF. STRUCT.

2" CONT. RIGID INSUL. (R-10)

IN BETWEEN STL. BEAM

ATTACHMENTS

STOREFRONT - REF.

CONFIG. ON A3 SHTS.

MTL SOFFIT PANEL CONT. SEALANT

@ ALL EDGES

ALUM. BREAK MTL.

- PAINT TO MATCH FRAME FINISH

@ INTERIOR


STOREFRONT ON ALUM

SUBSILL

4 1/2"5"

CONT. SEALANT

EA. SIDESTOREFRONT - REF.

CONFIG. ON A3 SHTS.

5/8" GYP. BD. ON 3 5/8" C.F.M.F. STUDS

@ 1'-4" O.C. (MAX.)


1/8"

GA

P

2" RIGID INSUL. BOARD (R-20)W/ 'Z' CLIP 16" O.C. OVER

CONT. WEATHER BARRIER


10 1/4"

5/8" GYP BD.

3/4" PLYWOOD

WOOD BLOCKING

5/8" GYP. BD.

FIN CLG

112' - 0"

VERT. 'C' CHANNEL -

REF. STRUCT.

BATT INSUL. R-19 (NOT

SHOWN FOR CLARITY) TO

RUN INBETEEN 'C' CHANNELS

ASPHALT MASTIC TERMINATOR



CMU LINTEL AS SCHED - REF

STRUCT


ALUM FRAME AS SCHED



EDGE AS DETAILED.

WEEPS @ 2'-0" O.C. TYP PROVIDE 2 WEEPS

PER OPENING MINIMUM.

FACE BRICK OR ACMU AT HEAD TO BE

RUNNING BOND, SOLDIER, OR AS NOTED

ON ELEV. AND DTLS.


SYSTEM

SELF-ADH. FLASHING. FORM END

DAMS.

WEATHER BARRIER

TYP EXT ALUM DOOR HEAD DETAIL

ALUM FRAME AS SCHED





CONT. SEALANT - EA. SIDE


FACE BRICK OR CMU - REF.

FLOOR PLAN

WEATHER BARRIER

2" CONT RIGID INSUL R-10

2" CONT RIGID INSUL R-10

TYP EXT WALL ALUM DOOR JAMB DETAIL

TYPICAL EXTERIOR MASONRY ALUM DETAILS (T.E.M.A.) SCALE 1-1/2" = 1'-0

UNLESS NOTED OTHERWISE ALL H.M. FRAMES IN EXTERIOR MASONRY SHALL


TERMINATION BAR

DRIP FLASHING DETAIL

3" = 1'-0"

TYP EXT WALL ALUM DOOR SILL DETAIL

SIM. CONDITION

1/2" 4 1/2"

SELF-ADH. FLASHING

CONT. SEALANT

PLAT

E TH

ICKN

ESS

1/2"

5"

1/2"

1/8"

BENT PLATE LINTEL

BOLTED TO CMU WALL-

REF STRUCT

CONT BENT STL ANGLE 2

1/2"x4 1/2" 12 GA GALV @

DOOR ONLY


CONT STL GUSSET PLATE




ALUM WINDOW AS SCHED.

W/ ALUM SUBSILL

ALUM FLASHING, SET IN BED OF

MASTIC

WEEPS @ 2'-0" O.C. TYP PROVIDE 2

WEEPS PER OPENING MINIMUM.


SELF-ADH. FLASHING

MASONRY VENEER (REF.

PLANS & ELEV'S)

WEATHER BARRIER

CAST STONE SILL

CONC MASONRY UNIT (CMU) -

WALL DIM + 2", DRY PACK &

REINF

5"



GLAZING AS SCHED.

ALUM. FRAME AS SCHED.

ALUMINUM SUB-SILL (.090) AS SPEC'D. SET IN

FULL BED OF MASTIC (NOT REQUIRED FOR

FRAMES INSIDE BLDG.)

FLOOR FIN. AS SCHED.

F.F.

SEALANT AS SPEC'D.,

EA. SIDE

SHIM AS REQ'D.

SLOPE @ EXT. ONLY

4 1/2"

1/2"


SEALANT AS SPEC'D. CONT.

EACH SIDE.

WALL LINE

GLAZING AS SCHED.


SEALANT AS SPEC'D. CONT.

EACH SIDE.

WALL LINE

GLAZING AS SCHED.

WINDOW CONDITION DOOR CONDITION

4 1/

2"

4 1/

2"

2" 2"

6

1' - 8"

DOOR HEAD

104' - 8"



EDGE AS DETAILED

1/2"

8 3/4"


FILL SOLID W/ MORTAR

CONT. SELANT EA. SIDE


REF. STRUCT.

BENT PLATE LINTEL

BOLTED TO C.M.U. WALL

REF. STRUCT.

WEATHER BARRIER

ASPHALT MASTIC

TERMINATOR


BARRIER

?

MORTAR DROP

COLLECTION SYSTEM


PROVIDE 2 WEEPS PER

OPENING MIN.

24 GA. PRE-FIN. MTL.

COUNTERFLASHING


4-1/2" PRE-MFG. CANOPY

SELF-ADH. FLASHING

STL. TUBE -

REF. STRUCT.

SIM. TO DRIP FLASHING

DTL. ON (T.E.M.)

AS2.1

4

STL. LINTEL -

REF. STRUCT.

D




ALUM WINDOW AS SCHED.

W/ ALUM SUBSILL

ALUM FLASHING, SET IN BED OF

MASTIC

WEEPS @ 2'-0" O.C. TYP PROVIDE 2

WEEPS PER OPENING MINIMUM.


SELF-ADH. FLASHING

SPLIT FACE

WEATHER BARRIER

CAST STONE SILL

CONC MASONRY UNIT (CMU) -

WALL DIM + 2", DRY PACK &

REINF


1' - 4"

9 3/8"

Sheet No.Job No.

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DOOR AND WINDOW

DETAILS

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3" = 1'-0"2DOOR AND WINDOW DETAIL - SILL

6" = 1'-0"1TYP THRESHOLDS

1 1/2" = 1'-0"10HEAD DTL - OH DOOR - CMU / INSUL / BRICK

1 1/2" = 1'-0"7JAMB DTL - OH DOOR - CMU / INSUL / BRICK

1 1/2" = 1'-0"4TYP. O.H. RECESSED SILL

1 1/2" = 1'-0"14SF HEAD @ CANOPY DETAIL AT WEIGHT RM

1 1/2" = 1'-0"12ALUM. WINDOW DETAIL - HEAD

1 1/2" = 1'-0"9H.M. DOOR DETAIL - HEAD

1 1/2" = 1'-0"5DOOR & WINDOW @ CANOPY - SILL/HEAD DTL.

1 1/2" = 1'-0"8CLERESTORY WINDOW DETAIL - HEAD

3" = 1'-0"3DOOR AND WINDOW DETAIL - SILL

3" = 1'-0"6DOOR AND WINDOW DETAIL - JAMB

1 1/2" = 1'-0"13H.M. DOOR DETAIL - HEAD

1 1/2" = 1'-0"11SF SILL @ WEIGHT RM WDW

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G

A6.6

9WALL

EXIST.

1" E.J.

7 5/8"

B.O. DECK

ELEV. VARIES112' - 6 7/8"

T.O. WALL

116' - 4"

CONC. FOUNDATION - REF.

STRUCT.

BASE AS SCHED.

8" CMU

STL. JOIST - REF. STRUCT.

4 PLY BUILT-UP ROOFINGASSEMBLY, REFERENCEROOF PLANS.

EXIST. EXTERIOR

WALL

CONT. HORIZ. REINF. @ 16"

O.C. (MAX)

EXIST FIN FLOOR

100' - 0"


7/8" C.F.M.F. HORIZ. HAT CH.@ 1'-4" O.C. (MAX)

WALL MOUNTED

PROJECTOR - REF. A8 SHTS.

V.I.

F.

+/-

3'

- 1

1"

FIN FLOOR

97' - 4"

A6.7

1

1 2

A7.3

10 Sim

A6.6

2

A3.2

T.E.M.

A6.6

5

1' - 4"5' - 4"1' - 4"

DOOR AND FRAME AS

SCHED.

MTL. SOFFIT PANEL -

PROVIDE CONT. SEALANT

@ PERIMETER

4" SPLIT FACE CMU

B.O. LINTEL

106' - 0"

DOOR HEAD

104' - 8"

B.O. DECK

112' - 0"

T.O. WALL

116' - 8"

1/4" / 12"


STL. JOIST - REF.

STRUCT.


CONT. HORIZ. REINF. @

16" O.C.

8" CMU

8" CMU


16" O.C.

2" RIGID INSUL. BD. (R-20)OVER CONT. WEATHERBARRIER


STRUCT.

FIN FLOOR

97' - 4"


BARRIER

SLOPE

1.02A

CONC. PAVING - REF.

CIVIL

PRE-FIN. MTL. COPING

T.O. CMU

106' - 8"

1

A6.6

2 Sim

A7.3

10 Sim

A3.2

10

B.O. LINTEL

107' - 4"

B.O. DECK

112' - 0"

T.O. WALL

116' - 8"



STL. JOIST - REF.

STRUCT.

8" CMU



BARRIER


16" O.C.


CMU LINTEL - REF. STRUCT.

1' - 4"

FIN FLOOR

97' - 4"

O.H. DOOR AS SCHED.

10' -

4"

SO1.03

CONC. FOUNDATION -

REF. STRUCT.CONC. PAVING -

REF. CIVIL

SLOPE

A3.2

4

1/4" / 12"

D

A6.6

1

A7.3

13 Sim

A3.2

14

4 3/8" 11 5/8"


2" RIGID INSUL. BD. (R-20) W/3" 'Z' CLIP OVER CONT.

WEATHER BARRIER

8" CMU

CMU BOND BEAM - REF.STRUCT.



B.O. CANOPY

107' - 4"

DOOR HEAD

107' - 4"

T.O. WALL

116' - 8"

STOREFRONT - REF.

CONFIG. ON A3 SHTS.

SF-C

10"

PRE-MANUF. MTL CANOPY

CONT. HORIZ. REINF.

@ 16" O.C.

B.O. DECK


1' - 4"

A3.2

3

4" SPLIT FACE CMU


BARRIER

CONT. HORIZ. REINF.

@ 16" O.C. (MAX)

A3.2

11

A6.7

3

8" CMU

1

G F

A7.4

12 Sim

A6.6

9 Sim

FIN FLOOR

97' - 4"

B.O. DECK


T.O. WALL

116' - 4"

CONC. PAVING - REF.

CIVIL

4" SPLIT FACE CMU

2" RIGID INSUL. BD. (R-20)OVER CONT. WEATHERBARRIER

8" CMU

CONT. HORIZ. REINF.

@ 16" O.C. (MAX)

WALL

EXIST.

1" E.J.

7 5/8" 8 3/8"

1' - 4"

1" E.J.

1' - 4" STL. JOIST - REF. STRUCT.

T.O. CMU

107' - 4"

A6.7

2

EXIST FIN FLOOR

100' - 0"

B.O. SOFFIT

106' - 0"

MTL SOFFIT PANEL - CONT.SEALANT @ ALL EDGES

SLOPE

REFER TO OTHER A6 SHEETS FOR COMPLETE TYPICAL WALL

SECTION NOTES.

TYPICAL WALL SECTION NOTES APPLY TO ALL WALL SECTIONS

UNLESS NOTED OTHERWISE.

TYPICAL WALL SECTION NOTESAPPPLICABLE TO

ALL A6 SHEETS

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WALL SECTIONS

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





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TYPICAL WALL SECTION NOTES

1) REFER ALSO TO A9 SHTS. FOR WALL CONSTRUCTION SECTIONS

AND DETAILS. TYPICAL DETAILS APPLY, AS NEEDED, TO ALL WALL

SECTIONS U.N.O.

2) REINFORCING IN CONCRETE BEAMS, FOOTINGS, AND PIERS HAS

NOT BEEN INDICATED FOR CLARITY. REFER TO STRUCTURAL

DRAWINGS FOR THIS REINFORCING.

3) CONTRACTOR SHALL VERIFY THE DIMENSIONAL CONDITIONS

BETWEEN ALL STRUCTURAL ELEMENTS AND THE ARCHITECTURAL

ELEMENTS FOR CONFLICTS. IF DISCREPANCIES ARE

ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.

4) AT ALL EXTERIOR WALLS, PLACE WEATHER BARRIER AT THE

EXTERIOR FACE OF CMU OR SHEATHING. CONTRACTOR TO VERIFY

CHEMICAL COMPATABILITY OF WEATHER BARRIER & SELF-

ADHESIVE FLASHING.

5) PROVIDE 3 STACKED BRICK HEADERS OR ONE SOLID BRICK AT

ALL SOLDIER OUTSIDE CORNERS. (4"X4"X3 5/8")

6) PROVIDE A WEATHERED MORTAR JOINT AT ALL EXTERIOR

CONDITIONS WHERE THE MASONRY COURSE BELOW THE JOINT

PROJECTS BEYOND THE COURSE ABOVE.

7) WHERE CMU IS SHOWN SHADED, FILL CELL SOLID WITH GROUT

UNLESS NOTED IN DETAILS AS MORTAR. COORDINATE ALL

LOCATIONS WITH STRUCTURAL DRAWINGS.

IN CASES OF APPARENT CONFLICT, STRUCTURAL

DRAWINGS SHALL GOVERN DESIGN.

8) FILL ALL OPEN CELLS OF CMU SOLID WITH FOAM INSULATION. AT

ALL EXTERIOR CONDITIONS WHERE RIGID INSULATION IS NOT

APPLIED IN THE CAVITY WALL.

9) PROVIDE THERMAL BATT INSULATION AT ALL EXTERIOR STUD

WALLS AND SOUND BATT INSULATION AT INTERIOR STUD WALLS AS

DESCRIBED IN SECTION 07 2100 OF THE SPECIFICATIONS.

10) REFER TO STRUCTURAL DRAWINGS FOR VERTICAL WALL

REINFORCING.

11) ALL MASONRY WALLS SHALL BE REINFORCED WITH

CONTINUOUS HORIZONTAL BEDJOINT REINFORCING AS SPECIFIED,

AT 1'-4" VERTICAL SPACING. AT VENEER CONDITIONS PROVIDE TIES

AS SPECIFIED AT 1'-4" O.C.E.W.

12) INFORMATION SHOWN BEYOND IN WALL SECTIONS IS PROVIDED

FOR INFORMATION ONLY AND SHALL NOT LIMIT THE SCOPE OF

WORK REQUIRED IN THIS PROJECT.

13) SMALLER SCALE DRAWINGS MAY NOT SHOW ALL CONNECTIONS

AND FINISHES. ALWAYS REFER TO ENLARGED DETAILS, WHERE

PROVIDED, FOR ADDITIONAL INFORMATION. IN CASES OF

APPARENT CONFLICT, THE LARGER SCALED DETAIL SHALL APPLY.

14) INTERIOR WALL FINISHES ARE NOT SHOWN ON WALL SECTIONS

TO AVOID VISUAL CLUTTER. REFER TO FINISH TAGS AND INTERIOR

ELEVATIONS FOR REQUIRED MATERIALS AND MATERIAL PATTERNS.

APPPLICABLE TO

ALL A6 SHEETS

GROUT

CB

A3.2

12

A3.2

8

A3.2

5

A6.6

7 Sim

B.O. CANOPY

108' - 0"

T.O. WALL

116' - 8"

DOOR HEAD

111' - 10"FIN CLG

112' - 0"

DOOR HEAD

107' - 4"

FIN CLG

109' - 4"

4" 10 1/4" 11' - 5 3/4" 1' - 3 5/8"

PRE-MANUF. CANOPY - REF.EXT. ELEV.





5/8" GYP BD.

STOREFRONT - REF.

CONFIG. ON A3 SHTS.

STOREFRONT - REF.

CONFIG. ON A3 SHTS.


8" CMU


16" O.C.


BARRIER


LAY-IN CEILING

B.1

10"

B.O. DECK

ELEV. VARIES114' - 2 3/16"

SLOPE


STRUCTURE

3 5/8" C.F.M.F. STUDS @ 1'-4"O.C. (MAX)

LIGHT FIXTURE - REF. ELEC. STL. BEAM - REF. STRUCT.

CONC. PAVING -

REF. CIVIL

STL. BEAM - REF. STRUCT.

VERT. 'C' CHANNEL - REF.

STRUCT.

STL. ANGLE BRACING -

REF. STRUCT.

SF-A1SF-A

B.O. CANOPY

107' - 0"

2 1/

4"

10"


FIN FLOOR

97' - 4"

1

B B.1

T.O. CMU

108' - 0"

B.O. CANOPY

108' - 0"

FIN FLOOR

97' - 4"

4" 1' - 4"

8" 8"

MASONRY TIES @ 16"

O.C. (MAX)

STL. COL. - REF.

STRUCT.

STL. BEAM - REF.

STRUCT.

STL. TUBE - REF.

STRUCT.


10"

4" SPLIT FACE CMU

1 1/2" RIGID INSUL. BOARDOVER CONT. WEATHER

BARRIER

MASONRY TIES @ 16"

O.C. (MAX)

7/8" C.F.M.F. VERT. HAT CH. @1'-4" O.C. (MAX)


1 1/2" RIGID INSUL. BOARD W/'Z' CLIP OVER CONT.WEATHER BARRIER


SLOPE

CONC. PAVING -

REF. CIVIL

A6.6

6

STL. COL - REF.

STRUCT.

T.O. WALL

116' - 8"

A6.6

7 Sim

5/8" GYP. SHEATHING

5/8" GYP. SHEATHING


1 1/2" RIGID INSUL. BOARDOVER CONT. WEATHERBARRIER

5/8" GYP. SHEATHING

FIN CLG

112' - 0"

5/8" GYP BD.

3

A7.3

10 Sim

A6.6

2 Sim


1' - 4"

T.O. WALL

108' - 0"

T.O. CMU

107' - 4"

T.O. WALL

116' - 8"

B.O. DECK

112' - 11 1/2"

STL. JOIST - REF.

STRUCT.



BARRIER

8" CMU

4" SPLIT FACE CMU


16" O.C.

CONC. FOUNDATION -

REF. STRUCT.

6" CMU


1/4" / 12"

FIN FLOOR

97' - 4"A6.7

3

5

A6.6

11 Sim

A6.6

4

A6.6

3

A6.6

7

A3.2

5

A3.2

8

CONC. FOUNDATION -

REF. STRUCT.

BASE AS SCHED.


16" O.C. (MAX)

TELESCOPING

BLEACHERS

A4.4

6

STOREFRONT - REF.

CONFIG. ON A3 SHTS.

FIN FLOOR

97' - 4"

B.O. CANOPY

108' - 0"

WDW HEAD

111' - 10"


1/4" / 12"

?

5/8" GYP BD.

FIN CLG

112' - 0"

T.O. WALL

134' - 0"

B.O. DECK

131' - 8 1/4"

12" CMU


BARRIER

CONT. HORIZ. REINF.

@ 16" O.C.


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





WEATHER BARRIER

12" CMU


16" O.C.

STL. JOIST - REF.

STRUCT.

4.1

T.O. CMU

107' - 4"

8" 2 1/4"

T.O. BRICK

122' - 8"


4" SPLIT FACE CMU

ACOUSTICAL PANEL


T.O. BRICK

112' - 8"

B.O. DECK

114' - 3 5/8"

T.O. WALL

116' - 8"

SF-A2




VERT. 'C' CHANNEL - REF.

STRUCT.

STL. ANGLE BRACING -

REF. STRUCT.

B.O. DECK

114' - 0"


10"

1/4" / 12"

MTL PANEL WALL SYS.

(BEYOND)

FIN FLOOR

97' - 4"

T.O. CONC

97' - 1 7/16"

Sheet No.Job No.

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STL. ANGLE-REF. STRUCT.

TREATED WOOD BLOCKING

CANT STRIP

ROOF MEMBRANE TO EXTEND

TO UNDER FLASHING ABOVE

COUNTER FLASHING REF.

A7 SHTS FOR DTLS.

ROOFING MEMBRANE SHALL

EXTEND UP AND OVER PARAPET

TO FACE SIDE OF WALL

11 5/8"

8 " M

IN.


WEATHER BARRIER


8" CMU

CONT. HORIZ. REINF.

@ 16" O.C.

8" CMU BOND BEAM W/


SOLID WITH GROUT -

REF. STRUCT.

B.O. DECK


1

STL. ANGLE-REF.

STRUCT.

TREATED WOOD

BLOCKING

CANT STRIP


A7 SHTS FOR DTLS.


16" O.C.

1' - 4"

8" M

IN.

ROOFING MEMBRANE

SHALL EXTEND UP AND

OVER PARAPET TO

FACE SIDE OF WALL

ROOF MEMBRANE TO

EXTEND TO UNDER

FLASHING ABOVE2" RIGID INSUL. BD. (R-20)

OVER CONT. WEATHERBARRIER


8" CMU

4 PLY BUILT-UP ROOFING

ASSEMBLY OVER 1" PERLITE

BD. ON (2) LAYERS OF 2"

POLYISO INSUL. (R-25ci)

OVER 1 1/2" MTL. DECK

B.O. DECK

REF. SECTION

5

1' - 8"



BARRIER

CONT. HORIZ.

REINF. @ 16" O.C.

WEEPS @ 2'-0" O.C.

MASONRY MORTAR DROPPING

COLLECTION SYSTEM

STL. ANGLE & TUBE - REF. STRUCT.

PRE-FIN COUNTER FLASHING AND

REGLET-REF. TYP. DET ON A7 SHTS.

FLEXIBLE SHEET MEMBRANE

TO EXTEND UNDER FLASHING

ABOVE

PROVIDE THERMOPLASTIC

SEALANT CONT ALONG END

OF SELF-ADH FLASHIN

ALUMINUM TERMINATION BAR

CONT. ALONG END OF SELF-

ADH FLASHING

SELF-ADHESIVE FLASHING

5/8" EXT. GRADE

PLYWOOD SHEATHING

4" CANT STRIP

STL. BEAM - REF.

STRUCT.

12" CMU



4 PLY BUILT-UP ROOFING ASSEMBLY

OVER 1" PERLITE BD. ON (2) LAYERS

OF 2" POLYISO INSUL. (R-25ci) OVER 1

1/2" MTL. DECK 8" M

IN.

STL. ANGLE- REF.

STRUCT.

TREATED WOOD

BLOCKING

B.O. DECK

114' - 3 5/8"

5

1' - 3 5/8"4 3/8"METAL WALL PANEL SYS.


WEATHER BARRIER


12" CMU

CONT. HORIZ. REINF.

@ 16" O.C.

MTL. PANEL CLOSURE W/ DRIP


22 GA GALV. CONTINUOUS CLEAT.

SECURE WITH FASTENERS

INSTALLED 6" O.C.

24 GA. PRE-FIN. MTL. FLASHING -

EXTEND UP AND UNDER MTL PANEL

ABOVE

CONT. SEALANT

PROVIDE THERMOPLASTIC SEALANT CONT

ALONG END OF SELF-ADH FLASHING

ALUMINUM TERMINATION BAR CONT


EX

IST

.

MA

TC

H


BARRIER

1' - 8"

1

MLT. SOFFIT PANEL

PROVIDE CONT. SEALANT

@ PERIMETER


8" CMU

8" CMU BOND BEAM W/ REINF.

BARS CONT. - FILL SOLID WITH

GROUT - REF. STRUCT.

SELF-ADH. FLASHING


PROVIDE 2 WEEPS PER

OPENING MIN.

MORTAR DROPPING

COLLECTION SYSTEM

TERMINATION BAR W/

THERMOPLASTIC SEALANT


BARRIER

CONT. HORIZ.

REINF. @ 16" O.C.

WRAP STL. LINTEL W/

METAL FLASHING -

FORM TO PROVIDE 1/2"

DRIP AS DETAILED ON

A3.2 T.E.M. DTL.

1/4" MAX.

BENT PLATE LINTEL BOLTED

TO C.M.U. WALL

REF. STRUCT.

4" SPLIT FACE CMU

MTL. TRIM REVEAL

B.O. SOFFIT

106' - 0"

B.O. CMU

106' - 8"

1

A7.4

6 Sim

T.O. WALL

116' - 8"

FLEXIBLE PARAPET MEMBRANE

SHALL EXTEND UP & OVER

PARAPET TO FACE SIDE OF WALL

CANT STRIP

5/8" EXT. GRADE

PLYWOOD SHEATHING

TREATED WOOD

BLOCKING




STL. BEAM

REF. STRUCT.

STL. BRACING

REF. STRUCT.

5/8" GYP BD.

BATT INSUL. R-19 (NOT

SHOWN FOR CLARITY) TO RUN

INBETEEN 'C' CHANNELS

STL. ANGLE - REF. STRUCT.

VERT. 'C' CHANNEL -

REF. STRUCT.

4 PLY BUILT-UP ROOFING

ASSEMBLY OVER 1" PERLITE BD. ON

(2) LAYERS OF 2" POLYISO INSUL.

(R-25ci) OVER 1 1/2" MTL. DECK


A7 SHTS FOR DTLS.

8" M

IN.

5/8" GYP. SHEATHING

B.O. DECK


1

A7.3

13 Sim

H




CANT STRIP


STL. ANGLE

REF. STRUCT.

12" CMU

12" CMU BOND BEAM W/


SOLID WITH GROUT - REF.

STRUCT.



16" O.C.

4" 11 5/8"

1' - 3 5/8"

T.O. WALL

134' - 0"



OF 2" POLYISO INSUL. (R-25ci) OVER

3" MTL. DECK


WEATHER BARRIER


A7 SHTS FOR DTLS.

8" M

IN.


16" O.C. (MAX)

B.O. DECK

ELEV. VARIES131' - 5 15/16"

G







CONT. HORIZ. REINF.

@ 16" O.C.

TREATED WOOD

BLOCKING

STL. ANGLE

REF. STRUCT.

CANT STRIP

EXIST. EXTERIOR

WALL

EXISTING WALL 1 7/8"

V.I.F.

+/- 6 3/4"

8" CMU

T.O. WALL

116' - 4"

T.O. EXIST BRK

120' - 8"

EXIST. WALL

1" E.J.

7 5/8"






TREATED WOOD

BLOCKING

NEW THROUGH-WALL

FLASHING TO BE

INSTALLED UNDER

EXIST. MTL. PANEL.

NEW MTL. PANEL

CLOSURE W/ DRIP

MATCH EXIST.

TERMINATION POINT

1" E.J. COVER - REF. DTLS.

ON A7 SHTS

A7.4

13 Sim



OF 2" POLYISO INSUL. (R-25ci) OVER

1 1/2" MTL. DECK

COUNTERFLASHING - REF.

A7 SHTS. FOR DTLS.

8" M

IN.

CONT. WEATHER

BARRIER OVER

EXIST. MASONRYV.I.

F.

+/-

3'

- 1

1"

B.O. DECK


H

12" CMU

STL. ANGLE

REF. STRUCT.

TREATED WOOD

BLOCKING

12" C.M.U. BOND BEAM W/


SOLID W/ GROUT

REF. STRUCT.

EXISTING WALL SYSTEM TO

REMAIN




CANT STRIP



OF 2" POLYISO INSUL. (R-25ci) OVER 1

1/2" MTL. DECK


A7 SHTS FOR DTLS.

A7.2

13 Sim

WALL

EXIST.

V.I.F.

+/- 6" 11 5/8"

8" M

IN.


CONT HORIZ. REINF.

@ 16" O.C. VERT.

REMOVE EXIST. PARAPET CAP AS TO

ALLOW FOR INSTALLATION OF NEW

E.J. COVER

EXISTING ROOF TO REMAIN

EXTEND EXIST. ROOFING

MEMBRANE UP NEW COVER

TREATED WD. BLOCKING

REMOVE PART OF EXIST. MTL.

PANEL AS REQ'D. TO INSTALL

WD. BLOCKING - PROVIDE J-

TRIM CLOSURE AND SEAL TO

ENSURE WATERTIGHT

CONNECTION

2" E.J. COVER - REF. TYP.

DTLS. ON A7 SHTS.

FIN CLG

112' - 0"

LAY-IN CEILING

5/8" GYP BD.


E.J. CLG COVER

A9.3

10 Sim

EXISTING ALUM

STOREFRONT TO REMAIN

20 GA. STL. COPING - COLOR

AS SELECTED BY ARCH

B.O. DECK

ELEV. VARIES114' - 1 5/16"

B

2 3/4" MTL. DECK PER MANUF.

PRE-MANUF. MTL.

CANOPY

WELDED ENDPLATE

MTL SOFFIT PANEL CONT. SEALANT

@ ALL EDGES

1' - 8"4"

2' - 0"

B.O. CANOPY

108' - 0"

MTL. PANEL CLOSURE W/ DRIP

24 GA. PRE-FIN. MTL. FLASHING -

EXTEND UP AND UNDER MTL PANEL

ABOVE

PROVIDE THERMOPLASTIC SEALANT CONT


ALUMINUM TERMINATION BAR CONT



STL. TUBE - REF.

STRUCT.

4" SPLIT FACE CMU

MASONRY TIES @ 16" O.C.

4" SPLIT FACE CMU



5/8" GYP. SHEATHING



I H1' - 8"

8 3/8" 11 5/8"


12" CMU

WEEPS @ 2'-0" O.C.

MASONRY MORTAR DROPPING

COLLECTION SYSTEM

STL. ANGLE & TUBE -

REF. STRUCT.

PRE-FIN COUNTER FLASHING AND

REGLET-REF. TYP. DET ON A7 SHTS.

PROVIDE THERMOPLASTIC

SEALANT CONT ALONG END

OF SELF-ADH FLASHIN

ALUMINUM TERMINATION BAR

CONT. ALONG END OF SELF-

ADH FLASHING

SELF-ADHESIVE FLASHING

5/8" EXT. GRADE

PLYWOOD SHEATHING

CONT. HORIZ.

REINF. @ 16" O.C.



REMOVE EXIST. PARAPET CAP AS TO


E.J. COVER

TREATED WD. BLOCKING

2" E.J. COVER - REF. TYP.

DTLS. ON A7 SHTS.

20 GA. STL. COPING - COLOR

AS SELECTED BY ARCH

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


PACKAGE

C:\

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rs\r

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8 11

:00:

07 A

M

CG

A6.6

WALL SECTION DETAILS

8/27/18

1780-02-01

AU

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FOR

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1

1 1/2" = 1'-0"1MID-WALL DETAIL





1 1/2" = 1'-0"7WALL SECTION DETAIL






Rev

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09/13/2018

INTERIOR EXTERIOR

ROOF HATCH REF

TYP SECT THIS SHT

WALL BRACKETS

LADDER

WALL LINE

4"X2"X3/16" STD MTL

ANGLE FLR

BRACKET BOLT TO

FLR W/ 1/2" x 4" E.B.

WALL

BRACKETS

LADDER

RETURN RAIL

BACK TO WALL

2" X 3/16" WALL

BRACKET @ 48"

O.C. - ABOVE FIRST

BRACKET

ROOF LINE

EXTEND

ABOVE

PARAPET

WALL

PARAPET

ROOF LINE

WALL LINE

1' - 4

"

7' - 0

" MIN

4' - 0

" O

.C. T

YP

REF

ROO

F PL

AN

4' - 0

"4'

- 0"

7' - 0

"

A7.3

11 Sim

PLAN

SECTION

2' - 8" 4"

3"10

"3"

1' - 4

"

2"1'

- 0"

2"

2' - 8" 4"

5"

3"2"

5"

GALV. L2 X 2 X 3/16 STEEL ANGLES

EACH SIDE WITH 1/4" THICK GALV.

STEEL CHECKER PLATE.

3/4" DIA. STEEL BAR RUNGS AT 12"

O.C. VERTICALLY MAX. VERIFY

NUMBER & SPACING AT EACH

LADDER

2"X1/2" GALV. STEEL PLATE

STRINGERS 18" APART, RADIUS

ENDS

2"x1/2" GALV. STEEL PL BRACKET

AT 48" O.C. MAX EA. SIDE;

PROVIDE 4" BENT LEG W/ 1/2" DIA.

x 6" EXP BOLT

PROVIDE BACKER ROD & SEALANT @

BRICK PENETRATION


BRACKET BENT PL TO FIT

AGAINST PARAPET WALL;

ANCHOR TO MASONRY W/ 1/2"

DIA. X 6" EXP. BOLTS; SEAL

WATER-TIGHT.L3 X 5 X 3/8 X 1'-0" (LLH) GALV.

STEEL ANGLE EACH SIDE W/ 1/2" DIA.

X 6" EXP. BOLTS; SEAL WATER-TIGHT.


"NOTCHED" PARAPET WALL

BEYOND

2' - 2"

3' - 6

"1'

- 0 1

/4"

1' - 0

"1'

- 7"

TYP

HEIG

HT V

ARIE

S - F

IELD

VER

IFY

6 7/8"

HE

IGH

T V

AR

IES

1'-0

"

EXTERIOR

2 1/2"x2 1/2"x4"x1/4" STEEL CLIP ANGLE ANCHOR,

SECURELY FASTENED TO WALL, PROVIDE STEEL

PLATE 2"x1/2" STRUTS FASTENED STRINGERS,

INSTALL ABOVE ROOF FLASHING

3/4" DIA. STEEL BAR RUNGS AT 12" O.C.

VERTICALLY MAX. VERIFY NUMBER &

SPACING AT EACH LADDER

2"x1/2" STEEL PLATE STRINGERS

18" APART, RADIUS ENDS

1 1/2"x1 1/2"x1/4" STEEL ANGLES EACH SIDE

WITH 1/4" THICK STEEL CHECKER DECK

2"x3/8" STIFFENER BAR AT RADIUS

ELEV. VARIES

MAX

1' - 0

"

TYP

1' - 0

"HE

IGHT

VAR

IES

3' - 6

"

4"6"

4" M

IN

4" 4"

7"

WIDTH VARIES

PARAPET 7"

VA

RIE

S

RAD

IUS

18"

18"

1/2" X 12" LONG

ANCHOR BOLT

@ 48" O.C.

3/8" E.B. X 8" LONG @ 24"

O.C. STAGGERED

24 GA. MITERED, RIVETED & SOLDERED

WATERTIGHT CORNER UNDERPLATEENDWALL CONDITION

INSTALL 1" STANDING SEAM

AT ALL CORNERSNOTE: INSTALL FLEXIBLE VAPOR RETARDER

UNDER CORNERS MIN. 24" EACH WAY

INSTALL A CONTINUOUS BEAD OF SEALANT

UNDER BOTH EDGES OF COVERPLATE.

EXTEND BEAD OF SEALANT DOWN BOTH

VERTICAL FACES OF COPING.

INSTALL MIN. 6" WIDE 24 GA. PREFINISHED

METAL COVER PLATE AT JOINTS OF COPING

CORNER CONDITION

24 GA. MITERED, RIVETED & SOLDERED

WATERTIGHT CORNER UNDERPLATE

VARI

ES

1' - 0" 1' - 0" 2' - 0" 1' - 0" 1' - 0"

FIN GRADE

FIN FLR

PRE-FIN MTL DOWNSPOUT

2"x2" GLAV STL TABS W/ 7/16" HOLE

FOR ATTACHMENT TO FACE OF WALL,

CAULK ALL PENETRATIONS

16 GA GALV STL BOOT, PAINTED

FACE OF WALL

BOTTOM OF STL BOOT 7" ABOVE FIN

GRADE

8" M

IN

8" M

IN

FRONT ELEVATION SIDE ELEVATION

PRE-FAB CONC SPLASH

BLOCK

4' - 0

"

VARI

ES

7"

4'-0

"

PRE-FIN MTL DOWNSPOUT

STL PLATE BOTTOM AT ABOVE

GROUND DISCHARGE

WHERE TRENCH DRAINS

OCCUR, CONT. BOOT - REF

ROOF PLAN AND CIVIL

GALV TABS EA. SIDE

45 DEGREE ANGLE AT ABOVE

GROUND DISCHARGE

D.S. TO FIT INSIDE 16 GA

GALV D.S. BOOT, PAINTED

4x TREATED WOOD MOUNTING

BLOCK. LENGTH AS REQUIRED

LOOSE LAY PROTECTION

PAD ON ROOF

MOP

BLOCK TO

WALK PAD

EXTEND WALK PAD 2" BEYOND

MOUNTING BLOCK ON ALL SIDES

MOP MOUNTING BLOCK TO WALK PAD

SWEEP ALL LOOSE GRAVEL FROM MOUNTING SITE & LAY

PROTECTION PAD LOOSE ON B.U. ROOFING

PLAN

SECTION

3 1/

2"2"

3' - 2"

NOTE: ALL SHT. MTL. COMPONENTS SHOULD

BE DESIGNED TO RESIST VARIOUS

WIND UPLIFT REQUIREMENTS

FASTEN TO WD. NAILER @

24" O.C.

22 GA. GALV. WIND CLIP,

CONT FASTEN AT 6" O.C.

1 LAYER 15# FELT CONT, LAP EA.

JOINT MIN. 6".SEAL ALL JOINTS

W/ MASTIC

CONT SEALANT

6"

2" M

IN

REF WALL SECTION

NOTE: CONTRACTOR SHALL KEEP

CAVITY WATER TIGHT BEFORE AND

AFTER CAP IS INSTALLED

GROUT CELLS SOLID, RENIF

PER STRUCT

REF WALL SECTION FOR

ADDITIONAL INFO

FASTEN TO WD. NAILER @ 24" O.C.

22 GA. GALV. WIND CLIP, CONT

FASTEN AT 6" O.C.


JOINT MIN. 6".SEAL ALL JOINTS W/

MASTIC

1 LAYER OF WATERPROOF

MEMBRANE FLASHING, EXTEND

OVER TOP & SIDES OF COPING

1/2" X 6" LONG ANCHOR BOLT @ 48"

O.C. COUNTERSINK HEAD

6"


SHALL EXTEND UP & OVER PARAPET

TO FACE SIDE OF WALL

COMPRESSIVE FIBER

GLASS INSUL.

1" 2" 1"

EXIST MASONRY WALL

BLOCKING & FRAMING TO

REMAIN UNLESS DAMAGED

PROVIDE NEW 24 GA.

GALV SHT MTL EJ COVER

WOOD BLOCKING ASSEMBLY CONSISTING OF 2X TREATED WD. W/ 3/4" EXT GRADE

PLYWD ANCHOR TO WALL W/ FASTNERS @ 24" O.C.

24 GA. STL COPING W/ KYNAR FIN -

COLOR AS SELECTED BY ARCH

EJ

1"

FACE BRICK

FLASH & COUNTERFLASH

4" CMU

4" CANT

ROOFING ASSEMBLY

THRU WALL FLASHING

ICF WALL

ASSEMBLY

5/8" EXT GRADE

PLYWD, ALL WAY

TO INSIDE CORNER

1 LAYER OF 15# FELT

SELF ADH FLASHING

1

2

3

FLASH &

COUNTERFLASH

FLEXIBLE PARAPET

MEMBRANE, ADHEAR

TO COATED

COUNTERFLASHING

CONST SEQUENCE

ROOFING

MEMBRANE

TERM BAR W/ THERMO

PLASTIC SEALANT

TERM BAR W/ THERMO

PLASTIC SEALANT

TERM BAR W/ THERMO

PLASTIC SEALANT

SAW CUT @ EXIST. JOINT. INSTALL

NEW COUNTER FLASHING AND

REGLET. CONT. SEAL

EXTEND ROOFING

MEMBRANE UP WALL AND

UNDER MTL. COPING

CMU SIZE VARIES - REF.

WALL SEC.

WEEPS @ 2'-0" O.C. TYP

NEW SELF-ADH. FLASHING.

TERMINATION BAR

COUNTERFLASHING REF A7

SHTS. FOR TYP. DTLS.

REMOVE & REINSTALL EXIST

VENEER IN SECTIONS AS NEC. TO


THROUGH WALL FLASHING

.

NEW WEATHER BARRIER

EXIST WALL

24 GA. GALV. SHT. MTL.

COVER


24 GA. GALV. SHT. MTL.

COVER

EXTEND ROOFING

MEMBRANE UP WALL AND

UNDER MTL. COPING

CMU SIZE VARIES - REF.

WALL SEC.


THROUGH-WALL

FLASHING W/ DRIP

TERMINATION BAR

EXIST WALL

7/8" C.F.M.F. HORIZ. HAT CH.

@ 1'-4" O.C. (MAX)

MTL. PANEL CLOSURE

MTL. WALL PANEL SYS.

CONT. WEATHER

BARRIER OVER

EXIST. MASONRY

NOTE: ALL SHT. MTL. COMPONENTS SHOULD BE DESIGNED

TO RESIST VARIOUS WIND UPLIFT REQUIREMENTS




5/8" EXT GRADE PLWD SHEATHING

NOTE: CONTRACTOR SHALL KEEP CAVITY WATER

TIGHT BEFORE & AFTER CAP IS INSTALLED


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

BLOCKING, ANCHOR TO PARAPET

@ 16" O.C.

22 GA. GALV. WIND CLIP, CONT.

FASTEN AT 6" O.C.

1 LAYER 15# FELT CONT. - LAP

EA. JOINT MIN. 6" - SEAL ALL

JOINTS W/ MASTIC

WOOD BLOCKING ASSEMBLY

CONSISTING OF 2X TREATED WD. W/ 3/4"

EXT GRADE PLYWD ANCHOR TO WALL W/

FASTNERS @ 24" O.C.


22 GA. GALV. WIND CLIP, CONT

FASTEN AT 6" O.C.


JOINT MIN. 6".SEAL ALL JOINTS W/

MASTIC

24 GA. STL COPING W/ KYNAR FIN -

COLOR AS SELECTED BY ARCH

CONT SEALANT

ATTACH WD BLOCKING ASSEMBLY

TO STL CHNL @ 16" O.C. W/ HILTI TI

S-WW 12-24x2-1/2" PFH #4 WINGS

FASTENERS COUNTERSINK AS

REQ'D

VERT STL CHNLS @ 4'-0" O.C., REF

STRUCT, INFILL W/ 6" MTL STUDS @

16" O.C., FILL W/ BATT INSUL

REF WALL SECTION

6"

2" M

IN

6"

2" M

IN

'Z' CLIP @

16" O.C. OVER 2"

RIGID INSUL. (R-20) BOARD.

METAL PANEL SYSTEM

CONT SEALANT

1

1

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:


PACKAGE

C:\

Use

rs\r

rod

pra

cha\

Do

cum

ents

\178

0-02

-01

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/201

8 4:

29:1

7 P

M

CG

A7.4

TYPICAL ROOFING

DETAILS BUILT-UP

ROOFING

8/27/18

1780-02-01

AU

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FOR

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1

1/8" = 1'-0"1TYP LADDER ELEVATIONS

1 1/2" = 1'-0"5TYP CONCRETE SPLASH BLOCK

3/4" = 1'-0"2ROOF LADDER DETAIL

3/4" = 1'-0"3TYP LADDER SIDE ELEVATION

1 1/2" = 1'-0"4TYP BOLT PATTERN FOR 2X CAP NAILER

1" = 1'-0"8SHT MTL DOWNSPOUT BOOT ELEV'S @ GRADE

1 1/2" = 1'-0"9TYP DOWNSPOUT BOOT DETAIL (MTL BLDGS)

1 1/2" = 1'-0"7TYP EQUIPMENT SUPPORTS

3" = 1'-0"10PARAPET @ EJ NEW CMU TO EXIST WALL

N.T.S.11

INSIDE CORNER ICF / BRICK 1 1/2" = 1'-0"12EJ @ EXIST HIGH WALL W/ BRICK

1 1/2" = 1'-0"13EJ @ EXIST HIGH WALL W/ METAL PANEL

3" = 1'-0"6TYP PARAPET CAP DETAIL - MTL STUD

Rev

isio

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8" 8" 8"

MASONRY CONTROL JOINT -

EXTEND AND SEAL FULL HEIGHT OF

WALLCEILING LINE

DOOR REF.

SCHEDULE

DOOR FRAME

REF. SCHEDULE

LOCATION OF MASONRY CONTROL

JOINT IN BRICK CONSTRUCTION

CMU BOND BEAM - FILL W/

GROUT & 2 #5'S BOT. (REF.

TYP. INT. MAS. DOOR HEAD

DETAIL)

CMU - FILL ONE CELL @ EA.

JAMB W/ GROUT & #5 FROM FLR.

TO BOT. OF CMU BOND BEAM.

STOP REINF. 2" BELOW MASONRY

JT. WHERE WINDOW DOES NOT

OCCUR.

PROVIDE CONTROL

JOINTS BELOW

JAMBS AT

BORROWED LITES

AND SIMILAR

OPENINGS.

8"8"

DRYWALL & ICF MASONRY

MASONRY CONTROL JOINT -

EXTEND AND SEAL FULL HEIGHT

OF WALL

CEILING LINE

LOCATION OF MASONRY

CONTROL JOINT IN BRICK

CONSTRUCTION

CMU BOND BEAM - FILL W/

GROUT & 2 #5'S BOT. (REF.

TYP. INT. MAS. DOOR HEAD

DETAIL)

CMU - FILL ONE CELL @ EA.

JAMB W/ GROUT & #5 FROM

FLR. TO BOT. OF CMU BOND

BEAM. STOP REINF. 2" BELOW

MASONRY JT.

PROVIDE CONTROL

JOINTS BELOW

JAMBS AT

BORROWED LITES

AND SIMILAR

OPENINGS.

C.J. @

GYP BOARD (FULL

HEIGHT OF WALL)

CO

NTR

OL

JOIN

T

CO

NTR

OL

JOIN

T

CO

NTR

OL

JOIN

T

CO

NTR

OL

JOIN

T

ROOM TITLE

SIGN

ON LATCH

SIDE OF DOOR

OR ADJACENT

TO ACTIVE

LEAF OF

DOUBLE DOORS

CEILING LINE

DOOR REF.

SCHEDULE

DOOR FRAME

REF. SCHEDULE

3/8"

CR

ITIC

AL

48" M

IN

3/8"

CR

ITIC

AL

9"

60" M

AX T

O B

TM O

F TO

P TE

XT

48" M

IN T

O B

TM O

F TE

XT

CL

60" M

AX

ROOM TITLE SIGN

ON LATCH SIDE

OF DOOR OR

ADJACENT TO

ACTIVE LEAF OF

DOUBLE DOORS

CEILING LINE

DOOR REF.

SCHEDULE

DOOR FRAME

REF. SCHEDULE

3/8"

CR

ITIC

AL

CL

60" M

AX T

O B

TM O

F TO

P TE

XT

48" M

IN T

O B

TM

9"

NOTE: PROVIDE NON-SLIP

FLOORING OR SURFACE

AT ALL RAMPS

1-1/2" STL PIPE WALL

RETURN TYP. EA. END -

REF. TYP. DETAIL THIS SHT

FIN. FLR.

SLOPE

1-1/2" STD. STL. PIPE HANDRAIL - GRIND

ALL WELDS SMOOTH AND PREPARE SURFACE

AS REQ'D FOR FIN CODE 100 FOR

EXTERIOR AND CODE 104 FOR INTERIOR.

/6

A9

.1

1' - 0" REF FLOOR PLAN FOR RAMP LENGTH 1' - 0"

2' - 1

0"

2' - 1

0"

STL WALL MOUNT @ 4'-0" O.C. MAX

LINE OF WALL - REF. FLOOR PLAN

FOR CONSTRUCTION TYPE.

ATTACH TO WALL PER

MANUF. REQUIREMENTS.

1-1/2" STD. STL. PIPE WALL

RETURN FIN. TO

CODE 104.

1-1/2" STD. STL. PIPE HANDRAIL

SMOOTH AND PREPARE SURFACE

AS REQ'D FOR FIN. CODE 104.

/6

A9

.1

2 1/

2"

C L RE

F S

PE

C S

EC

REINF. WALL AS REQ'D. TO

PROPERLY SUPPORT HANDRAIL

-PROVIDE BLOCKING @ DRYWALL

AND GROUT CELLS @ MASONRY

WALLS.

WALL BRACKETS @ 4'-0" O.C. FIN.

TO CODE 104.

HANDRAIL SHALL BE 1-1/2" DIA.

STD. STL. PIPE - FIN. TO CODE

104.

WALL- REF. FLOOR PLAN

FOR CONSTRUCTION TYPE.

0141

00 F

OR

HE

IGH

T

1 1/2"

RUBBER BASE

SERVICE SINK

.075" THICK FIBERGLASS

REINFORCED PLASTIC PANEL ON

CEMENT BACKING BD CONT WITH GYP

BD ABOVE PLASTIC PANEL. INSTALL

PER MFG INSTRUCTIONS W/ ALUM

EDGE AND CORNER

TRIMS AND BULLNOSE TOP TRIM

SERVICE SINK FAUCET.

4"4'

-0"

SEALANT

NOTE:

F.R.P. PANELS NOT REQUIRED

WHEN SERVICE SINK ABUTS

MASONRY WALLS.

HOLD CEMENT BOARD UP 1"

OFF FLOOR IN THIS ROOM AND

PROVIDE SEALANT

PROVIDE SEALANT AT

PERIMETER

FLOORING AS SCHED.

6'-0" 6'-0"

1/2" MIN.

PIPE 1-1/2" STD STL

RAILING CONT, OMIT

HANDRAIL WHERE NOT

REQ'D. GRIND ALL

JOINTS SMOOTH FIN TO

CODE 100

VERT PIPE STANDARDS

@ 4'-0" O.C. MAX

NOTE:

FIN. ALL METAL SURFACES TO CODE

104 (INTERIOR), OR CODE 100

(EXTERIOR) CORE CONC AFTER C.T.,

Q.T. HAVE BEEN INSTALLED. INSTALL

V.C.T. & CARPET AFTER POST

INSTALLED.

6" M

IN2'

- 10"

5"1'

- 0"

6"

1/2" MIN.

6" M

IN4'

- 0"

5"

6"

HANDRAIL GUARDRAIL

PIPE 2" STD STL T&B, REF

ELEV, GRIND ALL JOINTS

SMOOTH FIN TO CODE 100

OR 104

PIPE 3/4" STD STL PICKETS

@ 4 3/4" O.C., REF ELEV'S

2' - 1

0"

1 1/2"

CORE CONC (INSERTS

NOT PERMITTED) &

PROVIDE EPOXY

GROUT BY W.R.

MEADOWS EG-96 HP OR

EQUAL (MOUNDING UP)

ALL AROUND & UNDER

EA VERT PIPE

2"

2"2"

2"2"

ATTACH BRACKET TO PANEL

@ 8" O.C. REINF. PANEL AT

ATTACHMENT FOR PANELS

LARGER THAN 4'-0" X

4'-0". STOP PANEL

BRACKETS 3" SHORT OF

PANEL EACH END.

ACOUSTIC PANEL

LINE OF WALL

WALL BRACKETS MASONRY

WALL :

GYPSUM BOARD PARTITIONS:

Z-BAR BRACKETS

ALL ATHLETIC SPACES:

PROVIDE (2) 2"X2"X6" LONG ALUM.

WALL BRAKETS AT EA.PANEL TO BE

INSTALLED TO PREVENT PANEL

MOVEMENT OR DISLODGING DUE TO

OBJECTS STRIKING PANELS. INSTALL

4" FROM END OF PANEL. PAINT

VERTICAL LEG ALL BRAKETS TO

MATCH ADJACENT WALL SURFACES.

CONTINUOUS .08 THICK X 4"X 1/4"

ALUM. Z-BARS TOP AND BOTTOM

FOR PANELS 4'X4' OR SMALLER.

PROVIDE TOP,INTERMEDIATE AND

BOTTOM Z-BARS FOR PANELS

LARGER THAN 4'X4'. STOP Z-BARS

2" SHORT OF EA. PANEL END AND

PROVIDE Z-BAR END CLOSURES

TO PREVENT PANEL FROM

SLIDING OFF.

SECURE TO WALL W/ 3/8" MIN.

EXPANSION BOLTS NOT TO

EXCEED 12" O.C. ACOUSTICAL

PANELS 48" WIDE REQUIRE

FOUR BOLTS MIN. PER Z-BAR

PROVIDE 1/2" PLYWOOD OR 16

GA. METAL BLOCKING

BETWEEN STUDS @ EA. Z-BAR

FOR SUPPORT OF ACOUSTICAL

PANELS. SCREW Z-BAR TO

BLOCKING AND STUDS @ 12"

O.C. ACOUSTICAL PANELS 48"

WIDE REQUIRE FOUR BOLTS

MIN. PER Z-BAR.

1/4"

1/4"

1/4"

1/4"

HORIZONTAL REINF.

BOND BREAK MATERIAL.

FACE BRICK.

WEATHER BARRIER.

ACMU.

RAKE JOINT BACK 3/8"

AND SEAL WITH

SEALANT.

CMU, FILL INT W/ FOAM

IN PLACE INSUL.

REF PLANS/ELEVS. (OTHERWISE 1'-4")

WEATHER BARRIER

RAKE JOINT BACK 1/2" - PROVIDE BACKER

ROD & CONT SEALANT - (CONT VERT)

PROVIDE BACKER

ROD AND SEALANT

- CONT. VERT.

OFFSET CMU CONTROL JOINT 16" FROM

FACE BRICK E.J. OR AS DIRECTED BY

ARCHITECT

FACE BRICK


AND GROUTING

REQUIREMENTS.

KEEP HEAD JOINT @ FACE BRICK

EXPANSION JOINT FREE OF ANY

FOREIGN MATERIAL.(EXCEPTION - FILL

JOINT IN FIREWALL W/ CERAMIC FIBER

BLANKET)

REF

PLAN

1

16" MIN.

REF. PLUMB. FOR ALL FLOW LINE

ELEVATIONS. COORDINATE

WATERPROOFING W/ FOUNDATION.

4" SCH. 40

PERFORATED PIPE -

REF. PLUMB'G & CIVIL

12" DEEP MIN. -

CLEAN COARSE GRAVEL.

DRAINAGE MAT OVER

WATERPROOFING MEMBRANE,

COVER FULL HT OF FOUNDATION

WALL

GEOTECH FILTER FABRIC -

OVERLAP 1'-0" MIN.

BACKFILL BY G.C.

TRENCH BY G.C.

4" SAND CUSHION

Sheet No.Job No.

Drawn By:

Date:

Pro

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PACKAGE

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1/2" = 1'-0"4TYP CONTROL JOINT @ DOOR FRAME- MASONRY

1/2" = 1'-0"9TYP CONTROL JOINT @ WINDOW FRAME - MASONRY, DRYWALL & ICF

1/2" = 1'-0"5TYP SIGNAGE LOCATION

1/2" = 1'-0"10TYP. SIGNAGE LOCATION

1/2" = 1'-0"1TYP. WALL MOUNTED RAMP HANDRAIL ELEV. -STL. PIPE

3" = 1'-0"7TYP. DETAIL OF WALL RETURN - STL. PIPE

3" = 1'-0"6TYP WALL MOUNTED HANDRAIL - STL. PIPE

1/2" = 1'-0"12TYP. WALL FINISH AT SERVICE SINK AT DRYWALL PARTITIONS

1" = 1'-0"2TYP HANDRAIL / GUARDRAIL STL PIPE

3" = 1'-0"3TYP DETAIL OF ACOUSTIC WALL PANEL CONNECTION

3" = 1'-0"11TYPICAL BOND BREAK @ BRICK TO ACMU

1 1/2" = 1'-0"8TYP CMU / BRICK WALL C.J.

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09/13/2018

Project Name: Aubrey MS AdditionClient: Aubrey ISDAubrey, TexasProject Number: 1780-02-01

Mechanical Items ForAddendum No. #

Page 1 of 1

MECHANICAL 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.


PROJECT MANUAL:

AD No 1, Mech. Item 1: To the Project Manual, Sections as listed below, Part 2 – Products;Products listed herein are considered acceptable for conformance with the design concept of the project and general compliance with the information given in the contract documents. The manufacturer, supplier and installer are responsible for meeting all requirements given in the contract documents unless specifically noted in the written approval.

1) Replace Section 23 0923, “Expansion of Direct Digital Control Systems,”

END OF MECHANICAL ADDENDUM

L

I C E N SE

D

58432

D.J. PENN

S

TATE OF TEXA

S

Aubrey ISD – Aubrey Middle School Addition (1780-02-01)Aubrey, Texas

Image Engineering Group, Ltd. 23 0923 - 1EXPANSION OF EXISTING DIRECT DIGITAL CONTROL SYSTEMS

SECTION 23 0923 EXPANSION TO EXISTING DIRECT DIGITAL CONTROL SYSTEMS

(BY OWNER’S ALLOWANCE)

PART 1. - GENERAL

1.01 GENERAL

A. Refer to Section 23 0500 - GENERAL REQUIREMENTS FOR MECHANICAL Work.

B. Refer To Section 23 0501 for Warranty and Quality Assurance Requirements.

C. Refer to Section 23 7440 for ROOFTOP PACKAGE – GAS HEAT requirements.

1.02 SCOPE OF WORK

A. Expand existing building automation system as required for the installation of a complete electronic system of temperature control for heating, ventilating and air conditioning exclusive of temperature controls specified and furnished with packaged equipment as indicated in the mechanical plans for the addition areas. . The temperature control contractor shall furnish and install all temperature control equipment as described in this specification.

B. Provide system expansion components as required for the full expansion including enclosures, expansion cards and related devices and components.

C. Remove existing control system components and wiring, and install new system devices, temperature sensors, wiring, power supplies, enclosures and all other required system components as needed for a complete system in renovated areas as shown on plans.

D. The system shall be complete with all required wiring, conduit, electric actuators, control dampers, control valves sensors, relays and all other temperature control devices required for a complete and operating system.

E. All controls and accessories shall be installed by the temperature control contractor with the exception of valves, dampers, thermowells, and water taps. Electrical starters and disconnects shall be furnished and installed by other trades per Division 26.

F. Personnel in the direct employ of the temperature controls contractor shall perform all wiring required for the operation of the control system. Supply complete wiring diagrams for the control system and perform all necessary set-up and calibration labor. This work shall include the interlock and control wiring as described herein. All wiring shall conform to the methods and materials described in Section 16 of these specifications and comply with all NEC, state, and local codes included by reference herein.

G. After completion of the installation, the temperature control supplier shall adjust damper actuators, linkages, and other equipment provided under this section, place them in complete operating condition, and demonstrate to the architect and owner that the controls are working satisfactorily. The contractor shall provide 8 hours of instruction for the owner’s personnel in the proper operation of the control system.



H. All products used in this installation shall be new, currently under manufacture, and shall be applied in similar installations for a minimum of 2 years. This installation shall not be used as a test site for any new products unless explicitly approved by the owner's representative in writing. Spare parts shall be available for at least 10 years after completion of this contract

1.03 APPROVED CONTROL SYSTEMS

A. Approved Control Systems:

1. Allerton Controls,a. By Climatec

1.04 QUALITY ASSURANCE

A. System Installer Qualifications

1. The Installer shall have an established working relationship with the Control System Manufacturer of not less than five (5) years.

2. The Installer shall have successfully completed Control System Manufacturer's classes on the control system. The Installer shall present for review the certification of completed training, including the hours of instruction and course outlines upon request.

3. The Installer shall provide 24 hour response in the event of a customer call.

B. Codes and Standards: Meet requirements of all applicable standards and codes, except when more detailed or stringent requirements are indicated by the Contract Documents, including requirement of this Section.

1. Underwriters Laboratories (UL): Products shall be UL-916-PAZX listed.2. National Electrical Code (NEC) - NFPA 70.3. Federal Communications Commission (FCC) - Part J.4. ASHRAE/ANSI 135-1995 (BACnet).

1.05 SUBMITTALS

A. Contractor shall provide shop drawings or other submittals on all hardware and software to be provided. No work may begin on any segment of this project until submittals have been reviewed by the Engineer and Owner for conformity with the plan and specifications design intent. Six (6) copies are required. All shop drawings shall be done on AutoCAD, and provided to the Owner on CD-ROM.

B. Project Record Documents: Upon completion of installation submit three (3) copies of record (as-built) documents. The documents shall be submitted for approval prior to final completion and include:

1. Project Record Drawings - These shall be as-built versions of the submittal shop drawings. One set of magnetic media including CAD .DWG or .DXF drawing files shall also be provided.

2. Testing and Commissioning Report and Checklists.3. Operating and Maintenance (O&M) Manual - These shall be as-built versions of the

submittal product data. In addition to that required for the submittals, the O&M manual shall include:



a. Names, address and 24-hour telephone numbers of Contractors installing equipment, and the control systems and service representative of each.

b. Operators Manual with procedures of operating the control systems including logging on/off, alarm handling, producing point reports, trending data, overriding computer control, and changing set points and other variables.

c. Programming Manual with a description of the programming language including syntax, statement descriptions including algorithms and calculations used, point database creation and modification, program creation and modification, and use of the editor.

d. Engineering, Installation and Maintenance Manual(s) that explains how to design and install new points, panels, and other hardware; preventative maintenance and calibration procedures; how to debug hardware problems; and how to repair or replace hardware.

e. A listing and documentation of all custom software created using the programming language including the point database. One set of magnetic media containing files of the software and database shall also be provided.

f. One set of magnetic media containing files of all color-graphic screens created for the project.

1.06 WARRANTY

A. Warrant all work as follows:

1. Labor and materials for control system specified shall be warranted free from defects for a period of 12 months after final completion acceptance by the Owner. Control System failures during the warranty period shall be adjusted, repaired, or replaced at no charge or reduction in service to the Owner. The Contractor shall respond to the Owner's request for warranty service within 24 hours during customary business hours.

2. All work shall have a single warranted start date even when the Owner received prior benefit due to early start-up. If the work specified is split into multiple contracts or a multi-phase contract, then each contract or phase shall have a separate warranty start date and period.

3. At the end of the final start-up/testing, if equipment and systems are operating satisfactorily to the Owner and Engineer, the Owner shall sign certificates certifying that the control system's operation has been tested and accepted in accordance with the terms of this specification. The date of Owner's acceptance shall be the start of warranty.

4. Operator work-station software, project specific software, graphics, database, and firmware updates shall be provided to the Owner at no charge during the warranty period. Written authorization by owner must, however, be granted prior to the installation of such changes.

PART 2. - PRODUCTS

2.01 COMMUNICATIONS NETWORK, PC, AND MODEM SUPPORT

A. The Communications network between buildings systems must be achieved by utilizing the existing Ethernet TCP/IP infrastructure.

B. Each facility will have a global controller with the communication network.



C. Coordinate with the Owner to obtain a computer (PC). They will provide the PC with a current operating system installed. The PC shall be located at the site. Location shall be as indicated on the plan. The DDC contractor shall install the PC and establish communications with the Global Controller (GC). The GC shall communicate with the stand alone Unitary Controllers (UC) located throughout the facility.

1. Software Configurationa. Remote authorized personal computers shall have access to the automation

system, and shall be able to communicate with and control the remote site even if the on-site PC is turned off or not functioning.

b. Upon failure of the LAN to communicate information, each controller will retain the last legitimate value of its imported network points, and continue to control the systems based on those values. Failure of any controller or any part of a controller on the LAN shall not affect the ability of the LAN to communicate among the remaining controllers.

2.02 GLOBAL CONTROLLER PANELS

A. Provide an independent, stand alone, microprocessor based control panel (Global Controller) for each facility. These panels shall communicate with the operator via the Main Communications Trunk – EIA-232C and/or EIA-485 and/or Ethernet (IEEE.802.2) with TCP/IP, using PC/Graphics Interface Software.

B. The controller shall reside on and communicate on the main LAN using either Ethernet (IEEE.802.3) with TCP/IP and/or EIA-485

C. In addition to main LAN communications, the controller shall support EIA-485 subLANs, PC, modem communications.

D. The controller shall have at least two ports (other than the PC port), which can be configured to BACnet conformance class 3 using TCP/IP or EIA-232 point-to-point communications for interface to other BACnet products

E. The Global Controller panel (GC) shall contain the necessary hardware and firmware to interface the building Unitary Controller Devices with the PC over the Main Communications Trunk, modem interface, existing Ethernet and the Internet (WWW) infrastructure utilizing IEEE.802.3 specifications with TCP/IP for off-site access to data and programming functions. Simply put, the GC controller plugs into the existing 10BaseT Capable Ethernet backbone. Configure the GC with customer provided masking, TCP/IP routers and addresses for each GC; the system works.

F. Each Global Controller panel shall be stand alone in a standard NEMA 1 enclosure. Any panels in cooling tower areas or that are located in chemical treatment areas shall be of stainless steel construction (Fiberglass enclosures rated for outside applications are acceptable). The electrical requirements shall be identified and coordinated by this Contractor. Any 110 VAC requirements are to be coordinated with Division 26 Contractor. 110 VAC power circuits to each panel shall be provided by the division 26 Contractor. Control panels shall be clearly identified by labels (1” lettering). Provide as-built wiring diagrams to indicate the control points on all equipment.

G. Each GC panel shall have a clock with battery back-up. Where there are multiple GC panels, the respective clocks shall be synchronized by the PC or a designated GC.



H. As many GC panels, as required, shall be furnished to provide the monitoring and control functions and capabilities specified. The panel shall be strategically located in areas of the building that are easily accessible for maintenance and repair.

I. The GC panels shall be directly interfaced by the main communications trunk using a peer-to-peer communications protocol or IEEE.802.3 with TCP/IP. The GC panel shall communicate without requiring a PC or remote modem device.

J. The GC panel shall have at least two digital inputs.

K. The trend log, schedules and alarms shall be located in the GC not the PC. The GC should have the capability to log all the information.

L. The GC shall have automatic protection from any power failure of at least twenty-four (24) hours duration.

M. During a power outage situation, the real-time clock continues to operate and the GC automatically restarts upon restoration of power.

N. Any Input, Variable, Schedule point shall have a user-definable, unique, system-wide logical point mnemonic.

2.03 UNITARY CONTROLLER PANELS

A. The manufacturer shall have multiple unitary controllers (UC) specifically designed for HVAC applications. The devices shall be stand-alone. The UC devices shall be able to interface with an operator and interface/room and/or zone sensor devices. The operator interface device shall allow the operator to adjust set points, initiate push-button actions, and receive feedback of temperature and/or status.

2.04 INPUT/OUTPUT (I/O) INTERFACE

A. To gather sensor data and interface with controlled equipment, the UC devices shall use I/O types consistent with the application for which it is designed. This design shall allow different types of points using any of the following input/output options:

B. Input Options (universal; analog or digital) - monitor the open/closed status of dry contacts, monitor analog values of voltages, current and resistance from temperature, pressure, relative humidity, CO2 sensors, etc.

C. Digital Outputs Options - control on/off, start/stop relays.

D. Analog Output Options - supply voltage or current outputs to controlled devices.

E. All I/O points must be universal (i.e. user definable as digital or analog). Dedicated analog/digital points will not be accepted.

F. Any Input, Variable, Schedule point shall have a user-definable, unique, system-wide logical point mnemonic



2.05 UNIVERSAL INPUTS (UI)

A. The Unitary Controller devices shall accept isolated contact closures (either normally open or normally closed contacts).

B. The Unitary Controller devices shall accept analog inputs (DC voltage, DC current, resistance).

C. Analog inputs can be linear or non-linear. Points shall include an A/D converter and an analog power supply. All points shall be wired to the UC device using #18 AWG twisted, shielded pair cables (Belden 8760 or equivalent) or larger or as recommended by the Control Manufacturer.

2.06 DIGITAL OUTPUTS (DO)

A. The digital outputs shall control on/off, start/stop relays which have low voltage coils. Dry contact, two position pilot voltage (0/12vDC), or triac outputs are acceptable. Common ground outputs are acceptable.

2.07 ANALOG OUTPUTS (AO)

A. The analog output supplies voltage or current to the control devices (i.e. damper actuator). All output points to valves and dampers shall read as a percent open. Signal types shall include 4-20 ma (into 1,000 Ohm load), resistance (up to 1,000 Ohms), and voltage (0-10 VDC).

2.08 GC AND UC OPERATOR CONTROL LANGUAGE

A. The Operator Control Language (OCL) will support the concept of output-oriented code allowing many small individual programs to be written and connected to graphic screens. Each output and/or calculation will have its own dedicated program and not be part of one larger program.

B. The DDC system shall have the capacity for timed start/stop on daily schedules, as well as the capability for the owner to develop and run user written application programs. For this, the DDC system shall have a proven OCL which shall be capable of reading the value and/or status of all system points and initiating both analog and digital control actions from any user defined combination of calculations and logical expressions, which shall at a minimum include:

1. Addition, subtraction, multiplication and division.2. Square roots, summations, absolute differences.3. IF THEN ELSE statements.4. Logical “not”, “and”, “or”, “less than”, “greater than”, and “equal to” or their

equivalents.5. Time delays in seconds, minutes or hours.6. Ability to imbed comments in system generated documentation.7. Ability to use time-of-day and day-of year in algebraic calculations.8. Ability to filter continuous small changes in input signals to prevent equally small

increment in output signals from occurring.

C. All of the above functions must be accomplished via software. FIRMWARE BASED FUNCTIONS WILL NOT BE ACCEPTED.



2.09 FROM WITHIN THE OCL PROGRAMMING EDITOR

A. Provide full screen editor to enable editing of the OCL programs source code down to character-by-character changes.

B. Provide the capability in the editor of accepting programs from ASCII files that have been created on other text editors and word processors.

C. If a point name is changed, all occurrences of that will point will automatically be changed, regardless of where the occurrence exists.

D. Provide cutting and pasting functions within editor, such that sections of OCL code from one program can be easily cut and pasted into a different OCL code on residing in another controller.

E. Provide debug utility that will indicate line of OCL containing structural or syntax error.

F. If OCL contains line number, provide automatic renumbering feature to sequentially renumber lines.

G. Provide the capability to automatically view value and/or status of points used within OCL code without exiting editor.

H. Provide at least TEN (10) unique local variables that can be declared for each individual OCL code.

2.10 SOFTWARE

A. The graphic software shall be based on Microsoft Windows 95, 98, ME, XP, 2000 and NT 4.0

B. Basic Interface Description

1. Operator workstation interface software shall minimize operator use and through the use of English language prompting. English language point identification and industry standard PC application software. The software shall provide, as a minimum, the following functionality:a. Real-time graphical viewing and control of environmentb. Scheduling and override of building operationsc. Collection and analysis of historical data and dynamic data (trend plot)d. Definition and construction of dynamic color graphic displays e. Editing, programming, storage and downloading of global controller databases

2. The software shall have a “simulator” mode that allows controllers to be fully programmed off-line without the need of any controller hardware.

3. Alarm reporting, routing, messaging, and acknowledgment4. Provide a graphical user interface that shall minimize the use of keyboard through the

use of a mouse or similar pointing device and “point and click” approach to menu selection.

5. The software shall provide a multi-tasking type environment that allows the user to run several applications simultaneously. The DDC software shall run on Microsoft Windows 95, 98, ME, XP, 2000 or NT 4.0. Other Windows applications shall run simultaneously with the DDC software. The mouse or Keyboard shall be used to quickly select and switch between multiple applications. The operator shall be able to work in Microsoft



Word, Excel, and other Windows based software packages, while concurrently annunciation on-line DDC alarms and monitoring information.

6. Provide functionality such that any of the following may be performed simultaneously on-line, and in any combination, via user-sized windows:a. Dynamic color graphics and graphic controlb. Alarm management, routing to designated locations, and customized messagesc. Week at a Glance Time-of-Day scheduling d. Trend data definition and presentatione. Historical Data Archiving to the local computer hard drivef. Graphic definition and constructiong. Program and point database editing on-lineh. Each system graphic group will accommodate 160 points.

7. Report and alarm printing shall be accomplished via Windows program manager, allowing use of network printers.

8. Provide a security system that prevents unauthorized use unless the operator is logged on. Access shall be limited to the operator’s terminal functions unless the user is logged on.

C. Each operator Terminal shall provide security for 124 users (minimum). Each user shall have an individual password. Each user shall be individually assigned which control functions and menu items the user has access to. All passwords, user names and access assignments shall be adjustable on-line, at the operator’s terminal. Each user shall also have a set security level that defines access to displays and also defines what individual points the user can control.

D. Operator Activity Tracking - An audit trail report to track system changes, accounting for individual user logons shall be printable and archived for future use. The operator activity tracking shall be in a tamper-proof buffer file.

E. Reports shall be generated on demand and directed to Computer workstation displays, printers or disk. As a minimum, the system shall allow the user to easily obtain the following types of reports:

1. A general listing of all or selected points in the networka. List of all points currently in alarmb. List of all points currently in override statusc. List of all disabled pointsd. List of all points currently locked oute. List of user accounts and access levels f. List all weekly schedules g. List of limits and dead-bands h. Excel reports i. System diagnostic reports including, list of DDC panels on line and

communicating, status of all DDC terminal unit device points

F. List of programs

1. Scheduling and override2. Provide a graphical spreadsheet-type format for simplification of time-of-day scheduling

and overrides of building operations. Schedules reside in DDC Global Controller to ensure time equipment scheduling when PC is off-line; PC is not required to execute time scheduling. Provide override access through menu selection or function key. Provide the following spreadsheet graphic types as a minimum:



a. Display of Weekly schedules shall show all information in easy to read 7-day (week) format for each schedule. This includes all on/off times for each day along with all optimum start information.

b. Holiday schedules shall show all dates that are to be holidays. Holidays shall be shown on the terminal in a graphical calendar format showing all scheduled days for a given month. User shall be able to easily scroll through the months for each year. Each day assigned as a holiday shall display as "All Off" or show "Scheduled" for that day.

c. Event schedules shall be shown in the same graphical calendar format and manner as Holiday schedules. Event schedules allow for scheduling of special events. After an event has elapsed, control returns to normal schedule.

d. Operator shall be able to change all information for a given Weekly, Holiday or Event schedule if logged on with the appropriate security access. This includes all information that has to do with optimum start including assignments such as sensors to use and heating/cooling factors.

e. Operator shall be able assign any unit to a group (i.e. classroom wing(s), administration, gym ect.) within the time scheduler. Operator shall also be able to initiate an override for any individual unit from the time scheduler graphic screen regardless of its assigned grouping.

f. Astrological Clock to optimize and control Exterior and Parking Lot Lighting.

G. Collection and Analysis of Historical Data

1. Provide trending capabilities that allow the user to easily monitor and preserve records of system activity over an extended period of time. Any system point may be trended automatically at time-based intervals or change of value, both of which shall be user-definable. Trend data may be stored on hard disk for future diagnostics and reporting. Additionally, trend data may be archived to network drives or removable disk media for future retrieval.

2. Trend data reports shall be provided to allow the user to view all trended point data. Reports may be customized to include individual point or predefined groups of at least six points. Provide additional functionality to allow predefined groups of up to 250 trended points to be easily transferred on-line to Microsoft Excel.

3. A minimum of six points may be graphed, regardless of whether they have been predefined for trending. The dynamic graphs shall continuously update point values. At any time the user may redefine sampling times or range scales for any point. In addition, the user may pause the graph and take “snapshots” of screens to be stored on the workstation disk for future recall and analysis. Exact point values may be viewed and the graphs may be printed.

4. System software shall be capable of graphing the trend log point data. Software shall be capable of creating x-y graphs that display up to 6 points at the same time in different colors. Graphs shall show point value relative to time.

5. Operator shall be able to change trend log setup information as well. This includes information to be trend logged as well as interval at which information is to be logged. All points in the system may be logged. All operations shall be password protected. Setup and viewing may be accessed directly from any and all graphics point is displayed on.

H. Alarm Indication

1. System Terminal shall provide audible, visual and printed means of alarm indication. The Alarm Dialog box shall always become the Top Dialog box regardless of the



application(s) being run at the time (such as a word processor). Printout of alarms shall be sent to the assigned terminal and port.

2. Provide log of alarm messages. Alarm log shall be archived to the hard disk of the system terminal. Each entry shall include point descriptor and address, time and date of alarm occurrence, point value at time of alarm, time and date of point return to normal condition, time and date of alarm acknowledge.

3. Alarm messages shall be in plain English (or specified language) and shall be user definable on site or via remote communication. System shall provide a minimum of 20 user definable messages for each zone controlled.

I. Controller Status

1. Provide means for operator to view communication status of all controllers connected to the system. Display shall include controller, status and error count. Status will show if controller is communicating or not.

J. Configuration/Setup.

1. Provide means for operator to display and change system configuration. This shall include but not be limited to system time, day of the week, date of day light savings set forward/ setback, printer type and port addresses, modem port and speed, etc. Items shall be modified utilizing easy to understand terminology using simple mouse/cursor key movements.

K. Dynamic Color Graphic Displays

1. Create Site Layout Color graphic including building penetration Icons, building floor plan displays with room temperatures and other building sensors values dynamically displayed. Icon links on the floor plans will allow penetration to the building Mechanical equipment. Provide System graphics for each piece of mechanical equipment, including air handling units, chilled and hot water systems as applicable, with dispersed dynamic data as indicated in the system point I/O summary of this specification. Points required by the sequence of operations shall also be displayed even if they are not defined by the I/O schedule to optimize system performance analysis and speed alarm recognition. All points associated with a device shall be able to be changed from its associated graphic screen (set points, time schedules etc.) Provide as a minimum the following graphics.a. Site layoutb. Building Floor plansc. Individual Heat Pump graphics, clicking on the device will display all data

associated with the device.d. EF shall be shown on the floor plans, clicking on the device will display all data

associated with the device. e. All space temperatures (all space temperatures for the entire school will be

displayed on one graphic)f. All status graphic (status of all equipment connected to the system shall be

displayed on one graphic)g. All alarm graphic (all system alarms will be displayed on one graphic screen)h. All graphics will provide in addition to the system points the Outside air

temperaturei. The operator interface shall allow users to access the various system schematics

and floor plans via a graphical penetration scheme, menu selection or text-based



commands. Graphics software shall permit the importing of *.BMP or *.TIF drawings for use in the system.

j. Dynamic temperature values, humidity values, flow values and status indication shall be shown in their actual respective locations and shall automatically update to represent current conditions without operator intervention and without pre-defined screen refresh rates.

k. Analog values displayed in 3 color conventions shall be available for monitor and control of analog values; high and low alarm limit settings shall be displayed on the analog scale or available and displayed separately. The user shall be able to “click and drag” the pointer to change the set point.

2. Provide the user the ability to display blocks of point data by defined point groups; alarm conditions shall be displayed by flashing point blocks.

3. Equipment state can be changed by clicking on the point block or graphic symbol and selecting the new state (on /off) or set point.

4. Colors may be used to indicate status and change as the status of the equipment changes. The state colors shall be user definable. (Example: Red-Alarm, Green-OK).

5. The windowing environment of the PC operator workstation shall allow the users to simultaneously view several applications at a time to analyze total building operation or to allow the display of a graphic associated with an alarm to be viewed without interrupting work in progress.

2.11 TEMPERATURE SENSORS

A. ELECTRONIC SPACE TEMPERATURE SENSORS

1. Electronic space temperature sensors shall be microprocessor based and shall be calibrated to less than or equal to a 1/4 degree F resolution for the specific application.

2. Electronic space temperature sensors shall have a minimum of six programmable buttons and two dedicated buttons for set-point adjustment and a LED display.

3. Electronic space temperature sensors shall have a built-on RJ11 connector that will allow access via laptop computer to the host network.

4. Electronic space temperature sensors shall have the ability to have up to 16 sensors connected to any global controller with all buttons on sensors fully programmable.

B. ELECTRONIC TEMPERATURE SENSORS

1. Temperature sensors shall be thermistors or transducer based and shall be calibrated to less than or equal to a 1/4 degree F resolution for the specific application. The Engineer must approve substitutions. All sensors to be field verified as correct.

2. Provide twisted pair lead wires and shield for input circuit or as otherwise required by the manufacturer.

3. Use insertion elements in ducts not affected by temperature stratification or smaller than one square meter. Use averaging elements where larger or prone to stratification. Sensor length 2.5 m or 5 m as required.

2.12 CO2 SENSORS

A. Electronic space CO2sensors shall be microprocessor based and shall be calibrated to less than or equal to a 5 ppm resolution for the specific application.

B. Electronic space temperature sensors shall have a built-on RJ11 connector that will allow access via laptop computer to the host network.



C. Electronic CO2 sensors shall have the ability to have up to 16 sensors connected to any global controller.

2.13 DAMPER ACTUATORS (Furnished by Controls Contractor, installed by Mechanical Contractor)

A. Damper actuators shall be of the electronic type as manufactured by Siemens. Size actuators for smooth operation and fast response. Where required for the application, furnish spring return actuators.

2.14 PRODUCT OF COMBUSTION DETECTORS (SMOKE DETECTORS)

A. Smoke detectors shall be furnished and installed as part of other Divisions scope of work.

2.15 WELL FIELD WATER TEMPERATURE AND PRESSURE

A. Provide immersion temperature sensors to monitor supply and return water temperature per well field loop.

B. Provide pressure sensors to monitor supply and return water pressure per well field loop.

PART 3. - EXECUTION

3.01 SEQUENCE OF OPERATION (See Part 4)

A. The sequence of operation shall be used in conjunction with the attached Point Input/Output Summary. Points not indicated in the Input/Output Summary but described in the sequence of operation shall be provided.

3.02 SYSTEM PROGRAMMING

A. All programming shall be coordinated with and approved by the owner.

3.03 INSTALLATION

A. Upon completion of installation the temperature control contractor shall make all final adjustments to the system as may be required by actual operating conditions. All throttling range adjustments shall be set as narrow as possible without causing “hunting”.

B. Setpoints and setup amounts shall be such to provide satisfactory operation under load conditions.

C. The operating personnel shall be instructed in the preventive maintenance procedures and in the operating of the control system.

D. The temperature control contractor shall submit a letter stating that the system has been installed under supervision of the temperature control contractor and that the system has been properly adjusted, tested and is fully operational in accordance with the desired sequence of operation.



E. Upon completion of the work and acceptance by the Owner, factory representatives under the direct employment of the temperature control contractor shall provide sixteen hours of instruction to three of the Owner’s operating personnel who responsibility for the mechanical and control systems. Training shall include walk thru focusing on controller locations, a graphic page orientation, as well as an introduction to the project’s specific addressing and scheme and database.

PART 4. - SEQUENCE OF OPERATIONS

1.01 ROOFTOP UNITS

A. Unoccupied Operation: In the unoccupied mode the unit shall be shut off. If the space temperature as sensed by the zone sensor falls above or below the unoccupied set point, the compressor, fan, and reversing valve shall be energized based on the need for either heating or cooling until the unoccupied set point is reached. Outside Air Damper shall be maintained shut at all times during Unoccupied Mode.

B. Night Set Back: Change of operating set points at night/Unoccupied periods when larger extremes of space temperature shall be tolerated to save operating expense. If the zone temperature exceeds either the Unoccupied heating or cooling set point by the allowable deadband for that setpoint, the unit shall attempt to satisfy the unoccupied conditions.

C. Zone Temperature: Each zone sensor offered shall have a microprocessor type element to measure the actual zone temperature.

D. Transition from Unoccupied to Occupied: When the HVAC unit units transition from the Unoccupied mode to the Occupied mode, morning warm-up or morning cool-down and random start programs shall be activated.

E. Morning Warm-up: When there is a call for heating and the zone temperature is 20° F off setpoint, a morning warm-up shall be initiated. The compressor and the fan shall be turned on. When the zone temperature reaches the heating setpoint, the unit shall operate in the Occupied mode.

F. Morning Cool-down: When there is a call for heating and the zone temperature is 20° F off setpoint, a morning cool-down shall be initiated.

G. Random Start: Random start of the unit on electric power up is intended to prevent all units in a building from energizing major loads at the same time. The fan and compressor start shall be delayed from 3 to 32 seconds when power has been either restored after a loss or outage, or after the unit is enabled. If there is no call for cooling or heating, or if no fan operation is required during the delay, the time delay shall be allowed to time out. A random number generator in software shall be used to generate the delay.

H. Occupied Heating/Cooling Operation: The unit shall operate to maintain the setpoint. When there is a call for cooling or heating, the zone temperature shall be compared with the outdoor air temperature.

I. Heat/Cool Setpoint and Mode: The space temperature cooling setpoint shall be determined either by a local setpoint, the unitary controller default setpoint, or BAS control. If the BAS is not communicating, the local zone sensor control. (verify set points with owner)



J. The cooling setpoint shall be limited by adjustable parameters in the unitary controller or the BAS to prevent it from being set too high or low. The heating setpoint shall be a unitary controller calculated setpoint and shall be limited to a value less than or equal to the cooling setpoint. The transition from heat to cool shall be based on the time between setpoint changes. In the Unoccupied mode, the setpoints shall be widened to accommodate night setback and are adjustable. (verify set points with owner)

1. Multiple Units Serving a Single Zone:a. One (lead) unit is in 1st stage cooling, and the other is in fan only.

(1) Both units are in 1st stage cooling. b. One (lead) unit is in 2nd stage cooling, the other is in 1st stage cooling.

(1) Both units are in 2nd stage cooling.

K. Fan Operation:

1. The supply air fan shall operate at the appropriate speed (on, high, or auto) in the Occupied mode. During the Occupied mode if on, low, or high is selected, the fan shall operate continuously. When the fan switch is in the auto position, the fan shall be cycled with compressor operation and shall be turned off 30 seconds after the compressor shuts off (for both Occupied and Unoccupied mode). Units equipped with the fan status option shall shut down the unit and indicate an alarm at the BAS if the fan output and fan status do not match after a verification delay of 30 seconds.

L. Outside Air Damper Operation:

1. Unoccupied Mode: Remains shut at all times during unoccupied mode.2. Occupied Mode: Open when fan is running (energized), closed when fan is not running.

M. Modulating Outside Air Damper Operation: (Cafeteria, Gym, Auditorium Units)

1. Unoccupied Mode: Remains shut at all times during unoccupied mode.2. Occupied Mode: Energized when fan is running (energized), closed when fan is not

running. Damper shall modulated based on signal from CO2 Sensors to maintain level of 1200 ppm (adjustable) maximum in space.

N. Compressor Operation:

1. Compressor operation shall be cycled based upon load conditions as sensed by a zone or discharge air temperature sensor.

O. Reversing Valve Operation:

1. A contact closure output shall be used to control the reversing valve state. The reversing valve shall be energized in the cooling mode. Once the valve is energized for cooling it shall stay energized until a heating cycle is initiated and/or once the valve is energized for heating it shall stay energized until a cooling cycle is called for. The reversing valve operation shall be delayed after compressor shutdown to reduce noise due to refrigerant migration. In the event of a power failure the reversing valve shall fail to the heating mode.



P. Unit Protection: The following shall be provided integral with respective unit, by equipment manufacturer, as standard unit protections as listed:

1. Compressor Cycle Limit a. The compressor operated with minimum 3 minute on and 3 minute off cycles to

maintain oil return for extended life of the compressor.2. Reversing Valve Delay

a. The reversing valve delay is inherent due to the compressor cycle limit. The delay prevents the reversing valve from changing positions against the large differentials in refrigerant pressures during the change from cooling to heating and visa versa, eliminating the noise normally heard due to refrigerant migration.

3. Low Pressure Cutout a. The low-pressure switch is a normally closed switch that opens to lock out the

compressor under low refrigerant circuit pressure conditions (7 psi). On multiple circuit units each circuit has a low-pressure cutout. If a circuit is locked out due to low pressure the remaining circuits shall continue to operate.

4. High Pressure Cutout a. The high-pressure switch is normally a closed switch that opens under high

refrigerant circuit pressure conditions (395 psi), which shall lockout the compressor. The high-pressure switch is wired in series with the compressor contactor coil. On multiple circuit units each circuit has a high-pressure cutout. If a circuit is locked out due to high pressure the remaining circuits shall continue to operate.

5. Freezestat Protection a. The freezestat protection is intended to sense and prevent water coil freeze up for

low water temperature conditions. A low temperature condition is intended to stop and lockout compressor operation until a manual reset of the control is done.

6. Condensate Overflow a. A condensate overflow means the switch in the condensate pan has sensed the

pan is full and requires servicing. When opened, the condensate overflow switch shall lock out the compressor and fan.

7. Compressor Time Delaya. Compressor operation shall be overridden by a preset 3 minute minimum on/off

time delay in order to maintain oil return when the unit is either initially energized, manually reset, switched between modes, or cycled within a single mode.

4.01 EXTERIOR AND PARKING LOT LIGHTING

A. The Exterior and Parking Lot Lighting shall operate on time schedule optimized by an astrological clock.

END OF SECTION

SEE ATTACHED POINT INPUT/OUTPUT SUMMARY



POINT INPUT/OUTPUT SUMMARYPOINT TYPE

NAME FUNCTION DI DO AI AOPackaged Rooftop Unit with Gas Heat

Supply Fan Start/Stop & Status X XCompressor 1 Status XCompressor 2 Status XSupply Air Temperature XSpace Temperature XP.B. Override Status StatusTemperature Set Point Local Adjust XSmoke/High Temp Status X XMin. Outside Air Damper ControlGas Heat Stage 1 Enable & Status X XGas Heat Stage 2 Enable & Status X XBi-Polar Ionizer Status X X

Toilet Exhaust FansFan Start/Stop & Status X X

Outside Lighting Multiple contactors and circuits

X

END OF SUMMARY

Project Name: Aubrey MS Addition

Client: Aubrey ISD

Aubrey, Texas

Project Number: 1780-02-01

Technology Items for

Addendum No. 1

Page 1 of 1

TECHNOLOGY 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.


DRAWINGS:

AD No 1, Tech. Item 1: To the Drawings, Sheet T100, “Keynotes,”

1) Below keynotes are applicable only to Sheet T100. Not all keynotes may be utilized.

2)

END OF TECHNOLOGY ADDENDUM