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Exterior Masonry

Cladding Repairs

Williamson County

Historic Courthouse710 Main Street

Georgetown, Texas 78626

F

E

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1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

512.257.4800 tel | 512.219.9883 fax

Headquarters & Laboratories : Northbrook, Illinois

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit

Honolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Princeton | San Francisco | Seattle | Washington, D.C.

Wiss, Janney, Elstner Associates, Inc.

MATERIAL SCIENTISTSWJE

Austin, Texas 78717

9511 N. Lake Creek Parkway

ARCHITECTS

ENGINEERS

Texas Registered Engineering Firm F-0093

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No. DATE DESCRIPTION

WJE PROJECT No.:

ISSUE DATE:

DRAWN BY:

REVIEWED BY:

PROJ. MANAGER:

SCALE:

2013.0373.0

May 18, 2015

DMC / LMM

ELB / SWF

CJL

AS NOTED

SHEET TITLE:

SHEET No.:

WJE SEAL:

PROJECT:

CLIENT:

Williamson County

Purchasing Department301 SE Inner Loop, Suite 106


THIS DOCUMENT IS RELEASED FOR PRICINGPURPOSES ONLY UNDER THE AUTHORITY OF:

CARL J. LAROSCHE, P.E.(TEXAS P.E. No. 91870)

MAY 18, 2015

NOT FOR

CONSTRUCTION

PRELIMINARY

PRICING SUBMITTAL

Cover Sheet

& Index

S1.0

S1.0 COVER SHEET & INDEX

S1.1 GENERAL NOTES & INFORMATION

S2.0 REPAIR ELEVATION KEY PLAN

EXTERIOR ELEVATIONS: NORTH REPAIRS

DESCRIPTIONNo.

DRAWING SHEET INDEX

S3.2

S3.3

S4.0

S4.4 SECTIONS & DETAILS

SECTIONS & DETAILS

EXTERIOR ELEVATIONS: WEST REPAIRS

EXTERIOR ELEVATIONS: SOUTH REPAIRSS3.0

S3.1 EXTERIOR ELEVATIONS: EAST REPAIRS

Consulting Engineer:

Wiss, Janney, Elstner Associates, Inc.9511 N. Lake Creek ParkwayAustin, Texas 78717PH: (512) 257-4800 / FAX: (512) 219-9883TEXAS REGISTERED ENGINEERING FIRM F-0093

WJE

EXTERIOR MASONRY CLADDING REPAIRS

Project Location:

Williamson CountyHistoric Courthouse

710 Main StreetGeorgetown, Texas 78626

CONTACT: Mr. Dale Butler | PH: (512) 943-1609

S2.1 2ND FLOOR PORTICO REPAIR PLANS



S1.2 SITE COORDINATION PLAN


05-18-2015 REVISED DRAWING SHEET INDEX1

1

1

PROJECT LOCATION:

HISTORIC WILLIAMSON

COUNTY COURTHOUSE

710 Main Street

Georgetown, Texas

Exterior Masonry

Cladding Repairs

Williamson County



F

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D

C

B

A

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

512.257.4800 tel | 512.219.9883 fax







Austin, Texas 78717


ARCHITECTS

ENGINEERS


Cop

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ght

201

5.

All

rig

hts

res

erved

. N

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of

this

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may

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WJE

). W

JE d

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s an

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esponsi

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se.


WJE PROJECT No.:

ISSUE DATE:

DRAWN BY:

REVIEWED BY:

PROJ. MANAGER:

SCALE:

2013.0373.0

May 18, 2015

DMC / LMM

ELB / SWF

CJL

AS NOTED

SHEET TITLE:

SHEET No.:

WJE SEAL:

PROJECT:

CLIENT:

Williamson County





MAY 18, 2015

NOT FOR

CONSTRUCTION

PRELIMINARY

PRICING SUBMITTAL

General Notes

& Information

S1.1

& AND

A.F.F. ABOVE FINISH FLOOR

ADD'L. ADDITIONAL(LY)

APPROX. APPROXIMATE

ARCH. ARCHITECT

ARCH'L ARCHITECTURAL

A/C AIR CONDITIONER

B.F.F. BELOW FINISH FLOOR

B.O. BOTTOM OF ......

B.O.B. " " " " BEAM

B.O.C. " " " " CONCRETE

B.O.F. " " " " FOOTING

B.O.S. " " " " SLAB

B.O.W. " " " " WALL

C CENTERLINE

C STEEL CHANNEL SECTION

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONT. CONTINUOUS

CONST. CONSTRUCTION

C.J. CONSTRUCTION JOINT

d PENNY (NAIL SIZE)

DL DEAD LOAD

DIAG. DIAGONAL

DIA. DIAMETER

DIM(S). DIMENSION(S)

DS DOWN SPOUT

DWG(S). DRAWING(S)

DBL. DOUBLE

DN DOWN

EA. EACH

E.F. EACH FACE

E.W. EACH WAY

EL. or ELEV. ELEVATION

ELEC. ELECTRIC(AL)

EQ. EQUAL

EQUIP. EQUIPMENT

EXP. EXPANSION

EXT. EXTERIOR

F.F. FINISH FLOOR

FD FLOOR DRAIN

F.V. FIELD VERIFY

GA. GAGE OR GAUGE

GALV. GALVANIZED

GWB GYPSUM WALL BOARD

H.D. HOT-DIPPED

HSA HEADED STUD ANCHOR

HSS HOLLOW STEEL SECTION

HORIZ. HORIZONTAL

INFO. INFORMATION

INT. INTERIOR

INTERM. INTERMEDIATE

K KIPS (1000 lbs.)

KLF KIPS PER LINEAR FOOT

KSF KIPS PER SQUARE FOOT

LL LIVE LOAD

LLV LONG LEG VERTICAL

LSL LONG SLOTTED HOLE

MFR. MANUFACTURE(D)(R)

MAX. MAXIMUM

MECH. MECHANICAL(LY)

MIN. MINIMUM

MISC. MISCELLANEOUS

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. or # NUMBER

O.C. ON CENTER

O.H. or OPP. OPPOSITE HAND

OSB ORIENTED STRAND BOARD

OVS OVERSIZED HOLE

P PLATE

PERP. PERPENDICULAR

PLF POUNDS PER LINEAR FOOT

P.T. PRESERVATIVE TREATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R RADIUS

REINF. REINFORCE(D) (MENT) (ING)

REQ'D. REQUIRED

RD ROOF DRAIN

SCHED. SCHEDULE(D)

SIM. SIMILAR(LY)

SPEC(S). SPECIFICATION(S)

SPEC'D. SPECIFIED

SF SQUARE FEET

S.S. STAINLESS STEEL

SSL SHORT SLOTTED HOLE

STD. STANDARD

STRUCT'L. STRUCTURAL

T&G TONGUE AND GROOVE

TEMP. TEMPORAR(Y) (ILY)

T.O. TOP OF ......

T.O.B. " " " " BEAM

T.O.C. " " " " CONCRETE

T.O.F.F. " " " " FINISH FLOOR

T.O.F. " " " " FOOTING

T.O.P. " " " " PIER

T.O.S. " " " " SLAB

T.O.S.C. " " " " STRUCT'L. CONCRETE

T.O.W. " " " " WALL

TS STRUCTURAL STEEL TUBING

TYP. TYPICAL(LY)

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W WIDE FLANGE BEAM

WWF WELDED WIRE FABRIC

W/ WITH

L

L

PROJECT ABBREVIATIONSGENERAL NOTES

SCOPE OF PROJECT

1. THE DRAWINGS AND SPECIFICATIONS APPLY TO THE WILLIAMSON COUTNY COURTHOUSE

(710 MAIN STREET, GEORGETOWN, TEXAS) ONLY AND SHALL NOT BE USED FOR ANY OTHER

PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE WISS, JANNEY, ELSTNER

ASSOCIATES, INC.

2. THE DRAWINGS AND SPECIFICATION ARE TO BE TAKEN IN THEIR ENTIRETY AND AS A

WHOLE. IF A DISCREPANCY IS FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING, AND THE ENGINEER SHALL HAVE

THE OPTION AS TO WHICH GOVERNS.

3. THE SCOPE OF WORK IS DEFINED BY THE CONTRACT DRAWINGS AND SPECIFICATIONS,

INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO ACCOMPLISH THE

WORK. IN GENERAL, THE SCOPE OF WORK INCLUDES:

A. REPOINTING AT AREAS OF DETERIORATED MORTAR BETWEEN BRICK MASONRY,

CAST STONE, AND TERRA COTTA UNITS.

B. REPAIR OF CRACKS IN CAST STONE AND TERRA COTTA.

C. PATCHING OF DAMAGED AND SPALLED BRICK MASONRY, CAST STONE, AND TERRA

COTTA UNITS. PATCHED AREAS ARE TO MATCH EXISTING IN COLOR AND

AESTHETIC QUALITY.

D. REPAIR OF EXPOSED TERRA COTTA ANCHORAGE AT TOP OF PILASTERS,

INCLUDING REMOVAL OF GROUT FROM ANCHORAGE POCKETS, CLEANING AND

COATING OF ANCHORAGE, AND INSTALLATION OF NEW GROUT MATERIAL WITH

PROTECTIVE COATING.

E. SURFACE CLEANING OF BRICK MASONRY, CAST STONE, AND TERRA COTTA

CLADDING COMPONENTS WITH CLEANING MATERIALS AS SPECIFIED.

F. REMOVAL AND REPLACEMENT OF SEALANT AND BACKING MATERIALS AT

PERIMETER JOINTS OF ALL WOOD-FRAMED WINDOWS AND DOORS.

G. REMOVAL OF CORROSION FROM STEEL LINTELS, INCLUDING CLEANING, PRIMING,

AND RECOATING OF STEEL LINTELS AS SHOWN ON DRAWINGS.

H. REMOVAL AND REPLACEMENT OF DETERIORATED GLAZING PUTTY AT DISCRETE

WINDOW LOCATIONS.

I. INSTALLATION OF BACKER ROD AND SEALANT AT LOCATIONS OF COPPER

THROUGH-WALL FLASHING AND OTHER JOINTS BETWEEN CLADDING MATERIALS.

J. REMOVAL OF CORROSION FROM PORTICO ROOF BEAMS, INCLUDING APPLICATION

OF CORROSION-INHIBITING COATING AND REMOVAL AND REINSTALLATION OF

SHEET METAL FASCIA TO PERFORM WORK AT BEAMS.

K. REMOVAL AND REPLACEMENT OF ALL CONCRETE PORTICO BALCONY SLABS AND

COATING WITH A TRAFFIC-BEARING MEMBRANE OVER EXTENTS OF EXPOSED

CONCRETE, PROVIDING ADEQUATE SLOPE TO DRAIN.

L. REMOVAL OF CORROSION FROM LIGHT POLES, INCLUDING SURFACE PREPARATION

AND APPLICATION OF COATING SYSTEM TO MATCH EXISTING.

M. REMOVAL & REPLACEMENT OF EXISTING PLASTER SOFFIT AT PORTICOS.

N. REMOVAL OF DETERIORATED PLYWOOD CLOSURE IN MECHANICAL PIT AND

REPLACEMENT WITH NEW WALL & CURB.

O. REMOVAL & REPLACEMENT OF CORRODED METAL DOOR FRAME AT NORTH

BASEMENT ENTRANCE.

CODE COMPLIANCE

1. ALL WORK PERFORMED SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE,

FEDERAL, AND LOCAL CODES, ORDINANCES, AND LAWS, INCLUDING THE GOVERNING

CODES AS ADOPTED BY THE CITY OF GEORGETOWN, TEXAS, WHICH INCLUDE, BUT NOT

LIMITED TO, THE FOLLOWING:

A. 2003 INTERNATIONAL EXISTING BUILDING CODE

B. 2003 INTERNATIONAL BUILDING CODE.

C. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AND AMERICAN CONCRETE INSTITUTE ACI 318-05.

2. THE CONTRACTOR SHALL COORIDNATE WITH THE CITY AND SECURE ALL NECESSARY

PERMITS PRIOR TO STARTING THE WORK.

COORDINATION

1. THE CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL TRADES AND BRING ANY

CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO THE WORK BEING PERFORMED.

CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR CORRECTIONS ASSOCIATED WITH THE

CONTRACTOR'S FAILURE TO PROPERLY COORDINATE THE WORK.

FAMILARITY WITH CONDITIONS

1. THE CONTRACTOR SHALL THOROUGHLY EXAMINE AND BECOME FAMILIAR WITH THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY

ACQUAINTED WITH THE EXISTING CONDITIONS RELATING TO THE CONSTRUCTION, LABOR,

FACILITIES INVOLVED, DIFFICULTIES, RESTRICTIONS, AND THE LOGICAL EXTENSIONS OF

THE SCOPE ATTENDING THE PERFORMANCE OF THE CONTRACT.

3. THE CONTRACTOR SHALL IN NO WAY BE RELIEVED OF ANY OBLIGATION UNDER THE

CONTRACT BECAUSE OF THE CONTRACTOR'S FAILURE TO RECEIVE OR EXAMINE ANY

REQUIRED FORMS AND LEGAL DOCUMENTS, OR VISIT THE SITE AND BECOME FULLY

INFORMED OF ANY AND ALL CONDITIONS AND REQUIREMENTS THAT MAY IN ANY MANNER

AFFECT THE WORK TO BE PERFORMED.

DOCUMENTATION OF PRE-CONSTRUCTION PHOTOGRAPHS

1. THE CONTRACTOR SHALL PHOTOGRAPH AND/OR VIDEO DOCUMENT AND TAKE WRITTEN

NOTES OF EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK ON THE

SITE. COPIES OF ALL DOCUMENTATION SHALL BE SUBMITTED TO THE OWNER OR ENGINEER

PRIOR TO COMMENCING WORK.

EXISTING CONDITIONS

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS.

DIMENSIONS SHOWN ON THE PLANS ARE APPROXIMATE, AND FIELD MEASUREMENTS AND

VERIFICATION WILL BE REQUIRED TO COMPLETE THE WORK. CONTRACTOR SHALL OBTAIN

ALL FIELD MEASUREMENTS AS NECESSARY TO COORDINATE WITH, AND MATCH NEW

CONSTRUCTION TO EXISTING CONDITIONS.

2. SOME INFORMATION SHOWN IN THE DRAWINGS, IN REGARDS TO EXISTING FEATURES, IS

NECESSARILY CONJECTURAL DUE TO HIDDEN CONDITIONS AT THE TIME OF PREPARATION.

IF CONDITIONS EXIST THAT DIFFER FROM THE DRAWINGS, OR ARE NOT ADEQUATELY

DETAILED, INFORM THE ENGINEER AND ADDITIONAL DETAILS OR INTERPRETATION WILL BE

PROVIDED. DO NOT PROCEED WITHOUT VERIFICATION FROM THE ENGINEER.

3. UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK THAT

REQUIRE ADDITIONAL REPAIR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

NO ADDITIONAL REPAIR WORK SHALL BE PERFORMED UNLESS APPROVED IN ADVANCE BY

THE OWNER OR ENGINEER.

PLAN / DETAIL

NAME LABEL

ELEVATION

CALLOUT

SECTION

CALLOUT

DETAIL / VIEW

CALLOUT

KEYED NOTE /

OBSERVATION

ELEVATION

MARKER

CHANGE IN

ELEVATION

DRAWING

MATCHLINE

GRAPHICAL

PLAN SCALE

STRUCTURAL

GRIDLINE

NORTH ARROW

EL.= XX.XX'LEVEL 1

#

COMMON SYMBOLS LEGEND

0 2' 10'5'1'

A A

-

X"X"

-

-

-

-

-

-

-

-

-

-

X

SX.XX

X

SX.XX

X

SX.XX

X

1/8" = 1'-0"X

DRAWING LABEL

N

VICINITY MAP - NOT TO SCALE

TRUE

NORTH

NTAX EXEMPTION

1. THIS PROJECT IS TAX-EXEMPT. UPON SUBMITTING A REQUEST IN WRITING, THE OWNER

WILL PROVIDE A TAX-EXEMPT CERTIFICATE.

USE OF THE PREMISES

1. ALL ON-SITE EQUIPMENT ACCESS SHALL BE SCHEDULED WITH THE OWNER'S

REPRESENTATIVE 48 HOURS IN ADVANCE.

2. TYPICAL HOURS OF WORK, UNLESS ARRANGEMENTS ARE MADE WITH THE OWNER'S

REPRESENTATIVE: MONDAY - FRIDAY, 8:00am - 5:00pm

3. PRIOR TO COMMENCING WORK, COORDINATE HOURS OF WORK WITH THE OWNER OR

OWNER'S REPRESENTATIVE TO MINIMIZE THE IMPACT TO THE BUILDING'S DAILY

OPERATIONS.

4. PUBLIC ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS FOR THE DURATION OF

THE PROJECT.

5. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE ENGINEER FOR OBSERVATION OF

REPAIRS THROUGHOUT THE DURATION OF THE PROJECT.

6. ALL WORKERS SHALL BE PROPERLY AND SAFELY DRESSED IN ACCORDANCE WITH OSHA

STANDARDS, AND DISPLAY APPROPRIATE BEHAVIOR AT ALL TIMES IN CONSTRUCTION AND

ADJACENT AREAS.

7. THREE ANGLE-IN PARKING SPACES ON 8TH STREET AT THE SOUTHEAST CORNER OF THE

SITE MAY BE USED FOR CONTRACTOR STAGING, MATERIALS, TOILET...ETC.

TEMPORARY FACILITIES

1. COORDINATE LOCATION AND PLACEMENT OF FIELD OFFICE, STAGING AREAS, MATERIAL

STORAGE, PORTABLE TOILETS, DUMPSTERS, AND ANY OTHER FACILITIES REQUIRED FOR

CONSTRUCTION WITH THE ENGINEER AND OWNER PRIOR TO, START OF MOBILIZATION &

CONSTRUCTION.

2. THE CONTRACTOR SHALL ERECT A CONSTRUCTION FENCE AS REQUIRED BY THE

PROJECT. COORDINATE LOCATIONS OF FENCING WITH THE ENGINEER AND OWNER PRIOR

TO CONSTRUCTION. REFERENCE SPECIFICATION SECTION 01 50 00.

3. AN ON-SITE STORAGE AREA IS TO BE ESTABLISHED BEFORE CONSTRUCTION FOR ALL

ITEMS MARKED “SAVE FOR RE-USE”. STORAGE IS TO BE PROTECTED IN A SECURE,

WEATHERPROOF LOCATION TO PREVENT DAMAGE TO THE CONTENTS.

SAFETY

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEIR MEANS AND METHODS OF

CONSTRUCTION, AND SHALL PERFORM ALL WORK IN A SAFE AND CONSCIENTIOUS MANNER

TO PREVENT INJURIES.

2. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND SHALL ENSURE THEIR

COMPLIANCE WITH OSHA STANDARDS FOR JOB SAFETY AND WORKER PROTECTION.

SAFETY MEASURES INCLUDE, BUT ARE NOT LIMITED TO ADEQUATE FALL PROTECTION,

ERECTION BRACING, BARRICADES, FENCING, SIGNS, FIRST-AID STATIONS, ETC.

3. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, AND SHEETING REQUIRED FOR

SAFETY AND PROPER EXECUTION OF THE WORK.

4. PEDESTRIAN PROTECTION REQUIREMENTS: PROVIDE CANOPY AND/OR BARRICADES AT

SIDEWALKS AND OTHER PUBLICLY ACCESSIBLE AREAS THAT MAY BE SUBJECT TO FALLING

DEBRIS FROM THE WORK BEING PERFORMED. COORDINATE ACCESS REQUIREMENTS WITH

OWNER. BARRICADES AND CANOPIES SHALL MEET OR EXCEED THE APPLICABLE

REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS OF

AUTHORITIES HAVING JURISDICTION. AS A MINIMUM, CANOPIES SHALL COMPLY WITH

SECTION 3306, "PROTECTION OF PEDESTRIANS" OF THE 2003 EDITION OF THE

INTERNATIONAL BUILDING CODE (IBC). PROPERTY AND SITE SHALL BE RETURNED TO

PRE-CONSTRUCTION CONDITION SUBSEQUENT TO THE REMOVAL OF BARRICADES AND

CANOPIES.

5. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, BARRIERS OR BARRICADES, AS

REQUIRED AND OTHERWISE NECESSARY TO SEPARATE THE WORK AREAS FROM THE

PUBLIC, TO PREVENT PEDESTRIANS AND TRAFFIC FROM ENTERING THE WORK AREAS, AND

TO PROVIDE A SAFE AND ORDERLY FLOW OF PEDESTRIAN AND VEHICLE TRAFFIC THROUGH

REQUIRED ENTRANCES AND EXITS DURING THE REPAIR WORK.

FIRE PROTECTION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE PROTECTION AND FIRE WATCH

DURING ALL CONSTRUCTION OPERATIONS.

2. NO SMOKING OR TOBACCO USE SHALL BE PERMITTED IN THE BUILDING OR ON ANY

PROPERTY OWNED BY WILLIAMSON COUNTY.

3. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY FIRE EXTINGUISHERS UNTIL

SUBSTANTIAL COMPLETION.

PROTECTION OF BUILDING & SITE

1. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING SURFACES FOR THE DURATION

OF THE PROJECT. ANY DAMAGE TO THE EXISTING STRUCTURE OR BUILDING CONTENTS

THAT HAS BEEN DETERMINED TO BE CAUSED BY THE CONTRACTOR, OR CONSTRUCTION

PRACTICES THAT OCCUR FOLLOWING THE NOTICE TO PROCEED, SHALL BE CORRECTED TO

PRE-CONSTRUCTION CONDITION AT NO EXPENSE TO THE OWNER.

2. CONTRACTOR SHALL PROTECT ALL EXISTING TREES, LANDSCAPING, SITE LIGHTING,

IRRIGATION, SIDEWALKS, AND SITE FEATURES FROM DAMAGE FOR THE DURATION OF THE

PROJECT. IF DAMAGED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL REPAIR

THE DAMAGED AREAS TO PRE-CONSTRUCTION CONDITION PRIOR TO THE COMPLETION OF

THE PROJECT AT NO EXPENSE TO THE OWNER.

3. DO NOT PLACE LOADS ON THE STRUCTURE OR STORE DEMOLISHED MATERIALS ON THE

STRUCTURE IN A MANNER THAT WILL ENDANGER IT.

4. CONTRACTOR SHALL KEEP THE BUILDING SECURE AND WEATHER-TIGHT AT ALL TIMES.

5. ALL CONSTRUCTION MATERIALS IN USE OR KEPT IN ELEVATED AREAS, SUCH AS

BALCONIES AND ROOFS, SHALL REMAIN SECURED TO ENSURE THE MATERIALS DO NOT

BECOME AIRBORNE AND CAUSE INJURY OR DAMAGE TO THE BUILDING OR ITS OCCUPANTS.

BUILDING MAINTENANCE

1. CONTRACTOR SHALL PERFORM SITE CLEAN UP ON A DAILY BASIS, AND MAINTAIN THE

SITE IN A CLEAN AND ORDERLY MANNER.

2. CONTRACTOR SHALL ADEQUATELY SECURE ALL WORK AT THE END OF EACH WORK DAY.

3. AREAS THAT ARE NOT DIRECTLY UNDER CONSTRUCTION THAT ARE USED AS PATHWAYS

TO TRANSPORT MATERIALS, OR TO REMOVE TRASH, ARE TO BE KEPT CLEAN AT ALL TIMES.

THIS MAINTENANCE INCLUDES, BUT NOT LIMITED TO DUSTING, SWEEPING, MOPPING, AND

PICKING UP TRASH AS REQUIRED TO KEEP THE AREAS FREE OF WASTE MATERIALS,

DEBRIS, AND RUBBISH.

QUALITY ASSURANCE

1. WHERE APPLICABLE, THE CONTRACTOR SHALL BE A LICENSED APPLICATOR OR

INSTALLER OF ALL SPECIFIED PROPRIETARY PRODUCTS AND MATERIALS.

2. THE PRESENCE OF THE ENGINEER OR TESTING AGENCY AT THE JOBSITE DOES NOT

RELIEVE CONTRACTOR OF THE OBLIGATION TO PERFORM THE WORK IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS.

3. THE OWNER AND ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND SAFETY PROGRAMS IN

CONNECTION WITH THE PROJECT.

4. THE OWNER AND ENGINEER MAY PERFORM QUALITY CONTROL TESTS ON A RANDOM

BASIS FROM TIME TO TIME TO EVALUATE INSTALLATION OF THE NEW CONSTRUCTION FOR

CONFORMANCE TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL MAKE

ACCESS AVAILABLE TO INSPECT AND TEST THE SPECIFIED AREA AND MAKE APPROPRIATE

REPAIRS (BASED ON UNIT COSTS) AFTER COMPLETION OF INSPECTION. ANY DEFECTIVE

WORK WILL BE REPAIRED AT NO COST TO THE OWNER.

WARRANTY

1. ALL WORK PERFORMED SHALL BE WARRANTED BY THE GENERAL CONTRACTOR AS

REQUIRED BY THE CONTRACT SPECIFICATIONS.

STRUCTURAL NOTES

DESIGN LOADS

1. LIVE LOADS: PRINCIPAL DESIGN LIVE LOADS ARE SHOWN BELOW. ALL LIVE LOADS

WETHER LISTED BELOW OR NOT ARE BASED ON THE REQUIREMENTS OF THE BUILDING

CODE CITED IN THE GENERAL NOTES ABOVE UNLESS THE LOADS ARE GREATER.

A. BALCONY LIVE LOADS: 100 PSF

2. DEAD LOADS INCLUDE THE SELF-WEIGHT OF THE STRUCTURAL AND ARCHITECTURAL

ELEMENTS. ANY CHANGES FROM THE CONSTRUCTION MATERIALS FROM THOSE SHOWN

ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY THE

GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF THE LOAD

CARRYING CAPACITY OF THE STRUCTURE.

CONCRETE REPAIR

1. REFERENCE SECTION 03 01 30 OF THE TECHNICAL SPECIFICATIONS FOR COMPLETE

CONCRETE REPAIR REQUIREMENTS.

2. REQUIRED MATERIAL PROPERTIES

A. COMPRESSIVE STRENGTH AT 28 DAYS (f'c): 4000 PSI

3. REINFORCING STEEL:

A. EXISTING REINFORCEMENT EXPOSED DURING CONCRETE REPAIRS SHALL BE

CLEANED AND COATED WITH CORROSION-INHIBITING COATING.

05-18-2015 REVISED PROJECT NOTES1

1

1

1

BALCONY AT

NORTH PORTICO

BUILDING INTERIOR

NOT IN SCOPE

N

1LEVEL-2 PLAN1/8" = 1'-0"

S2.1

3

S2.1

2 TYPICAL BALCONY TOP

SURFACE REPAIR PLAN

TYPICAL BALCONY SOFFIT

REFLECTED REPAIR PLAN

S2.1

3

S2.1

2 TOP SURFACE REPAIR

PLAN AT OPP. BALCONY

REFLECTED SOFFIT REPAIR

PLAN AT OPP. BALCONY

S2.1

3

S2.1

2 TOP SURFACE REPAIR

PLAN AT SIM. BALCONY


PLAN AT SIM. BALCONY S2.1

3

S2.1

2TOP SURFACE REPAIR




(SIM.)(SIM.)

(OPP.)

BALCONY AT

SOUTH PORTICO

BA

LC

ON

Y A

T

EA

ST

PO

RT

ICO

BA

LC

ON

Y A

T

WE

ST

PO

RT

ICO

2TYPICAL TOP SURFACE BALCONY REPAIR PLANS1/4" = 1'-0"

1A: TYPICAL TOP SURFACE DEMOLITION PLAN

EXISTING BALCONY FLOOR

DRAINS TO REMAIN, TYP.

EXISTING MASONRY WALL BELOW

TO REMAIN; F.V. LOCATION, TYP.

±1

0"

(F.V

.)

S4.4

6A

SAWCUT EXISTING BALCONY SLABS

ALONG PERIMETER, THEN CHIP BACK

& REMOVE EXISTING CONC., TYP.

REMOVE & DISPOSE OF EXISTING

BALCONY PARGE COAT & STRUCT'L.

CONC. SLABS, TYP.

EXISTING BRICK COLUMNS

& BALCONY PERIMETER

WALLS TO REMAIN, TYP.

EXISTING STEEL BEAMS

BELOW TO REMAIN; F.V.

LOCATIONS, TYP.

S4.4

6A

SIM.

S4.4

6A

S4.4

5A

S4.4

4A

SLOPE T.O. SLAB SURFACES TO

DRAIN, 18"/FT. MIN. SLOPE, TYP.

RID

GE

PROVIDE SLAB RIDGE AT

BALCONY CENTERLINE, TYP.

S4.4

5B

S4.4

4B

NEW 5" MIN. THICK CONC. SLAB, REINF. W/

#4 BARS AT 10" O.C. EA. WAY; REF. 1/S4.4

FOR TYP. INSTALLATION REQUIREMENTS

NOT OTHERWISE SHOWN

EXISTING PARGE COAT AT

THRESHOLD TO REMAIN

±30'-0" (E&W PORTICOS)

±36'-4" (N&S PORTICOS)

±1

0'-0"

(E&

W P

OR

TIC

OS

)

±1

4'-0"

(N&

S P

OR

TIC

OS

)V

AR

IES

INT

ER

IOR

EXISTING FLOOR

DRAINS, TYP.

EXISTING MASONRY WALL

BELOW; F.V. LOCATION, TYP.

EXISTING PARGE COAT

AT DOOR THRESHOLD



±1

0'-0"

(E&

W P

OR

TIC

OS

)

±1

4'-0"

(N&

S P

OR

TIC

OS

)V

AR

IES

INT

ER

IOR

1

2B: TYPICAL TOP SURFACE REPAIR PLAN

S4.4

6B

S4.4

6B

S4.4

1B

TYP.

S4.4

1A

TYP.

3TYPICAL BALCONY SOFFIT REFLECTED REPAIR PLANS1/4" = 1'-0"

3A: TYPICAL SOFFIT DEMOLITION - REFLECTED PLAN 3B: TYP. SOFFIT REPAIR - REFLECTED PLAN



±1

0'-0"

(E&

W P

OR

TIC

OS

)

±1

4'-0"

(N&

S P

OR

TIC

OS

)V

AR

IES

INT

ER

IOR

REMOVE, CLEAN, & STORE EXISTING BRICK MASONRY

AT BEARING ENDS OF STEEL BEAMS; CLEAN & COAT ALL

CORRODED BEARING P's PER 7/S4.3, TYP. AT ALL BEAMSL

INSTALL SHORING AT

EXISTING BEAM ENDS

PRIOR TO DEMOLITION

(5 KIP SERVICE LOAD)

EXISTING DRAINS FROM

ABOVE TO REMAIN, TYP.

REMOVE & DISPOSE OF ALL

EXISTING PLASTER FINISHES

AS REQ'D. AT BALCONY SOFFIT,

PREPARE ALL EXPOSED CONC.

SURFACES AS SPECIFIED, TYP.

EXISTING BRICK MASONRY

COLUMNS TO REMAIN, TYP.

EXISTING STEEL BEAMS TO REMAIN,


PLASTER & ALL WOOD BLOCKING

PER 6/S4.2; TYP. AT ALL BEAMS

EXISTING BRICK MASONRY

ARCHES TO REMAIN, TYP.

INSTALL NEW BACKER ROD &

SEALANT JOINTS AT SOFFIT

PERIMETER, REF. 2/S4.4, TYP.

PAINT ALL EXISTING PLASTERED

LINTELS AS REQ'D. TO MATCH

NEW STUCCO SOFFIT, TYP.

SHORING AT BEAM ENDS

SHALL REMAIN IN PLACE

UNTIL WORK HAS BEEN

COMPLETED, TYP.

±1

0'-0"

(E&

W P

OR

TIC

OS

)

±1

4'-0"

(N&

S P

OR

TIC

OS

)V

AR

IES

INT

ER

IOR



S4.3

7

S4.4

6

TYP.

S4.3

4

TYP.

TYP.

S4.4

1B

TYP.

S4.3

7

TYP.

NEW CEMENTITIOUS STUCCO

SOFFIT, INSTALL & PAINT AS

SPECIFIED, REF. 2/S4.4; TYP.

AT ALL REMOVED AREAS

CLEAN STEEL BEAM SURFACES OF

CORROSION, THEN PRIME & PAINT

AS SPECIFIED; INSTALL NEW WOOD

WEB BLOCKING & STUCCO FINISHES

AS REQ'D. PER 1B/S4.4, TYP.

INSTALL NEW CONT. BACKER

ROD & SEALANT JOINT AT ALL

EXISTING PLASTERED LINTELS

PER 4/S4.3, TYP.

REINSTALL EXISTING BRICK, MASONRY OR

PROVIDE NEW AT ALL REMOVED AREAS AS

REQ'D. TO MATCH EXISTING, REF. 7/S4.3; TYP.

EXISTING PLASTERED LINTELS

TO REMAIN, SAWCUT PERIMETER

AS REQ'D. PER 4/S4.3, TYP.

1

S4.4

1A

TYP.

Exterior Masonry

Cladding Repairs

Williamson County



F

E

D

C

B

A

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

512.257.4800 tel | 512.219.9883 fax







Austin, Texas 78717


ARCHITECTS

ENGINEERS


Cop

yri

ght

201

5.

All

rig

hts

res

erved

. N

o p

art

of

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do

cum

ent

may

be

rep

rod

uce

d i

n a

ny

fo

rm o

r b

y a

ny

mea

ns

wit

hout

per

mis

sio

n f

rom

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s, J

ann

ey,

Els

tner

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oci

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c. (

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JE d

iscl

aim

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WJE PROJECT No.:

ISSUE DATE:

DRAWN BY:

REVIEWED BY:

PROJ. MANAGER:

SCALE:

2013.0373.0

May 18, 2015

DMC / LMM

ELB / SWF

CJL

AS NOTED

SHEET TITLE:

SHEET No.:

WJE SEAL:

PROJECT:

CLIENT:

Williamson County





MAY 18, 2015

NOT FOR

CONSTRUCTION

PRELIMINARY

PRICING SUBMITTAL

2nd Floor

Portico Repair Plans

S2.1

05-18-2015 BALCONY & SOFFIT REPAIR PLANS1

1

1 1

1

1

TYP. SLAB REINFORCING:

#4 AT 10" O.C. EACH WAY

EX

IST

ING

BA

LC

ON

Y, T

YP

.

1CONCRETE BALCONY REPLACEMENT SECTIONS, TYP.3" = 1'-0"


PARGE COAT (±2), TYP.


STRUCT'L. CONC. SLAB (±3"), TYP.

CO

NC

. S

LA

B:

5"

MIN

. (A

T L

.P.)

7"

MA

X.

(AT

H.P

.)

SLOPE TO DRAIN,

REF. PLAN, TYP.

RUBBED FINISH AT

B.O. SLAB, TYP.

TROWEL FINISH AT

T.O. SLAB, TYP.

2"

TY

P.

EXISTING STEEL BEAM TO REMAIN;

CLEAN & PREPARE SURFACES AS

SPECIFIED, TYP.

REMOVE & DISPOSE OF

ALL EXISTING PLASTER

FINISHES AT BALCONY

SOFFIT & BEAMS, TYP.


WOOD BLOCKING & FASTENERS

AS REQ'D. AT BEAM WEBS, TYP.

1A: TYP. BALCONY DEMOLITION SECTION

EXISTING BEAM

±1"

OUTSIDE STUCCO CORNER

BEAD, REF. 3C/S4.4, TYP.

INSIDE STUCCO CORNER

BEAD, REF. 3B/S4.4, TYP.

NEW DBL. 2x, SOLID P.T.

WOOD BLOCKING, TYP.

AT EA. SIDE OF BEAM

NEW STUCCO CLADDING,

SYSTEM AT CONC. SOFFIT

& BEAM, REF. 2/S4.4, TYP.

NEW SELF-FURRING GALV. LATH

FASTENED TO CONC. SOFFIT &

WOOD BLOCKING IN 6"x12" GRID

AS SPECIFIED , TYP.

PROVIDE 2" COVER

AT B.O. SLAB, TYP.

±1

'-0

", T

YP

.

EXISTING STEEL BEAM, PRIME

& PAINT AS SPECIFIED, TYP.

1B: TYP. BALCONY INSTALLATION SECTION

±8", TYP.

EX

IST

ING

ST

EE

L B

EA

M

±1

",

TY

P.

CEMENTITIOUS STUCCO BASE

COAT, AS SPECIFIED, TYP.

CEMENTITIOUS STUCCO FINISH

COAT, AS SPECIFIED, TYP.

NEW SELF-FURRING GALV. LATH

FASTENED TO CONC. SOFFIT IN 6"x12"

GRID W/ SPECIFIED FASTENERS, TYP.

2NEW STUCCO SOFFIT CLADDING SYSTEM, TYP.1" = 2"

NEW CEMENTITIOUS STUCCO CLADDING

SYSTEM TO BE PAINTED AS SPECIFIED, TYP.

NE

W C

ON

C. B

ALC

ON

Y

SO

FF

IT, R

EF

. 1/S

4.4

, T

YP

.

INSIDE STUCCO CORNER

BEAD AS SPECIFIED, TYP.

WOOD BLOCKING

AT BEAM WEB

TIE LATH TO EXP. METAL

FLANGES AT 6" O.C., TYP.

FASTEN TO LATH WOOD

AS SPECIFIED, TYP.


SYSTEM, REF. 2/S4.4, TYP.

OUTSIDE STUCCO CORNER

BEAD AS SPECIFIED, FASTEN

TO BLOCKING & STEEL BEAM

BOTTOM FLANGE, TYP.




FLANGES AT 6" O.C., TYP.

3B: STUCCO TERMINATION AT INSIDE CORNER

3C: STUCCO TERMINATION AT OUTSIDE CORNER

3STUCCO CLADDING TERMINATION SECTIONS, TYP.1" = 2"


ACCESSORY FLANGE AT

6" O.C., TYP.

NEW CONT. BACKER ROD &

SEALANT JOINT AT SOFFIT

PERIMETER, TYP.

STUCCO J-SCREED

AS SPECIFIED, TYP.

12" JOINT,TYPICAL

EXISTING BRICK

MASONRY WALL



3A: STUCCO TERMINATION AT WALL

4A: BALCONY DEMOLITION SECTION



4BALCONY SECTION AT EXISTING MASONRY WALL, TYP.3" = 1'-0"

5BALCONY SECTION AT EXTERIOR DOOR, TYP.3" = 1'-0"

6BALCONY SECTION AT EXISTING MASONRY ARCH, TYP.3" = 1'-0"

±10", F.V.

4B: BALCONY REPAIR SECTION







18" MIN.


PLASTER SOFFIT FINISHES, TYP.

18" MIN. EXISTING SLAB REINF.

TO REMAIN; CLEAN & COAT, TYP.







SAWCUT EXISTING BALCONY SLAB



REMOVE EXISTING BRICK

COURSE AS REQ'D., TYP.

±10", F.V.







12" MIN. EXISTING SLAB REINF.

TO REMAIN; CLEAN & COAT, TYP.




EXISTING MASONRY WALL

& ARCH TO REMAIN, TYP.

EXISTING STRUCT'L.

CONC. SLAB TO REMAIN




EXISTING MASONRY

WALL TO REMAIN, TYP.

EXISTING MASONRY

WALL TO REMAIN, TYP.

EXISTING PARGE COAT &

STRUCT'L. SLAB TO REMAIN

1'-0"±10", F.V.

6",

MIN

.6

", M

IN.

2"

TY

P.

CO

NC

. S

LA

B,

RE

F. 1/S

4.4

, T

YP

.

#4x DOWELS AT 10" O.C., PROVIDE

6" MIN. EPOXY EMBED INTO EXISTING

MASONRY W/ HILTI-HY 70, TYP.

#4 AT 10" O.C.

EA. WAY, TYP.

EXISTING MASONRY

WALL, TYP.

128

5", TYP.

±1

",

TY

P.




8125", TYP.

2"

TY

P.

CO

NC

. S

LA

B,

RE

F. 1/S

4.4

, T

YP

.

#4 AT 10" O.C.

EA. WAY, TYP.

NEW REINF. CONC.

BALCONY SLAB, TYP.

EXISTING MASONRY

WALL, TYP.



±1

",

TY

P.

REF. 1B/S4.4 FOR TYP. CONC.

SLAB & STUCCO SOFFIT INFO.

NOT OTHERWISE SHOWN, TYP.

CAST EXISTING SLAB

REINF. INTO NEW CONC.

W/ 3 4", MIN. COVER, TYP.



PERIMETER, TYP.



PERIMETER, TYP.

NEW REINF. CONC.

BALCONY SLAB, TYP.






EXISTING PARGE COAT

& CONC. SLAB AT DOOR

2"

TY

P.

12", MIN

.




5", TYP.

CO

NC

. S

LA

B,

RE

F. 1/S

4.4

, T

YP

.±1

",

TY

P.

1218

NEW REINF. CONC.

BALCONY SLAB, TYP.






EXISTING MASONRY

WALL, TYP.

CAST EXISTING SLAB REINF. INTO

NEW CONC. W/ 3 4", MIN. COVER, TYP.



PERIMETER, TYP.

REMOVE ADD'L. SLAB AS REQ'D.

AT DOWEL LOCATIONS, TYP.

ROUGHEN ALL EXPOSED CONC.

SURFACES TO 14" AMPLITUDE, TYP.

ROUGHEN ALL EXPOSED CONC.

SURFACES TO 14" AMPLITUDE, TYP.

Exterior Masonry

Cladding Repairs

Williamson County



F

E

D

C

B

A

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

512.257.4800 tel | 512.219.9883 fax







Austin, Texas 78717


ARCHITECTS

ENGINEERS


Cop

yri

ght

201

5.

All

rig

hts

res

erved

. N

o p

art

of

this

do

cum

ent

may

be

rep

rod

uce

d i

n a

ny

fo

rm o

r b

y a

ny

mea

ns

wit

hout

per

mis

sio

n f

rom

Wis

s, J

ann

ey,

Els

tner

Ass

oci

ates

, In

c. (

WJE

). W

JE d

iscl

aim

s an

y r

esponsi

bil

ity f

or

its

unau

thori

zed u

se.


WJE PROJECT No.:

ISSUE DATE:

DRAWN BY:

REVIEWED BY:

PROJ. MANAGER:

SCALE:

2013.0373.0

May 18, 2015

DMC / LMM

ELB / SWF

CJL

AS NOTED

SHEET TITLE:

SHEET No.:

WJE SEAL:

PROJECT:

CLIENT:

Williamson County





MAY 18, 2015

NOT FOR

CONSTRUCTION

PRELIMINARY

PRICING SUBMITTAL

Sections & Details

S4.4

05-18-2015 SUPPLEMENTAL REPAIR DETAILS1

1

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