ADDENDUM No. 1 September 20, 2017 Project: G.S.# 104-187 Demonstration School Renovation Mississippi University for Women Columbus, Mississippi The following additions, changes, clarifications, and substitutions to the drawings and specifications, dated September 5, 2017, are to be included as part of the contract documents. Acknowledge receipt of this addendum by inserting its number and date in the proposal form. Bid Date: Sealed bids will be received at the Bureau of Building, Grounds and Real Property Management, 501 North West Street, Suite 1401 B, Jackson, Mississippi, 39201, until 2:00:00 p.m. on Thursday, 10/12/2017. Addendum Table of Contents: 2 - 8-1/2 x 11 pages of Addendum Items 8 - 30 x 42 pages of Drawings Total of 10 pages of Addendum ___________________________________ Michael W. Taylor, AIA PryorMorrow PC

9/20/2017

General Information

Item No. 1. A pre-bid conference will be held on September 29, 2017 at 9:00 a.m. at Cochran Hall Room 303.

Refer to Drawings

Item No. 2. Refer to sheets G0.01, LS0.1, LS1.1, LS1.2, D1.10, D1.20, A0.10; It has come to our attention that due to a technical glitch these sheets were release without a signature. Please replace sheets listed above with attached signed sheets.

Item No. 3. Delete Sheet D1.30 in its entirety.

Item No. 4. Add supplemental Sheet A7.6 to the Base Bid.

End of Addendum No. One

PROJECT TEAMOWNERBUREAU OF BUILDING, GROUNDS AND REAL PROPERTYMANAGEMENTCONTACT: HEYWARD BELL501 NORTH WEST STREET, SUITE 1401-BJACKSON, MS 39201PHONE: 601-359-3621ARCHITECT:MICHAEL W. TAYLOR, AIA - PRINCIPAL IN CHARGEJASON BIGELOW - PROJECT ARCHITECTASHLEY HUGHES - INTERIOR DESIGNERTREY SYMINGTON - INTERN ARCHITECTP.O. BOX 167SOUTH FRONTAGE ROADCOLUMBUS, MS 39703-0167PHONE: 662-327-8990HAZARDOUS MATERIALSRON ROBINSONENVIRONMENTAL EVALUATION & CONTROL, INC.P.O.BOX 5422COLUMBUS, MS 39704PHONE: 662.328.2286

MECHANICAL ENGINEER:COREY RAVENHORST, P.E.PRYORMORROW PCP.O. BOX 167SOUTH FRONTAGE ROADCOLUMBUS, MS 39703-0167PHONE: 662-327-8990

CIVIL ENGINEERKEVIN STAFFORD, P.E.NEEL-SCHAFFER, INC.P.O. BOX 21002310 MARTIN LUTHER KING JR. DRIVECOLUMBUS, MS 39705PHONE: 662-328-4547

STRUCTURAL ENGINEERW. MARK WATSON, PE, LLCP.O. BOX 1157TUPELO, MS 38802PHONE: 662-891.8567

ELECTRCIAL ENGINEER:TONY CARR, PEPRYORMORROW PCP.O. BOX 167SOUTH FRONTAGE ROADCOLUMBUS, MS 39703-0167PHONE: 662-327-8990

ACOUSTICAL ENGINEER:DAVID WOOLWORTHROLAND, WOOLWORTH + ASSOCIATES356 CR 102OXFORD, MS 38655PHONE: 332.513.0665

Demonstration School RenovationMississippi University for Women

ALTERNATES LIST:ADD ALTERNATE NO. 1: FINISH UPGRADES CONSISTING OF ADDITIONAL WALL TILE, UPGRADED TOILET PARTITIONS, UPGRADED

FLOORING AND OTHER ITEMS AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.

ADD ALTERNATE NO. 2: CEILING AND LIGHTING UPGRADES IN LECTURE 126.

ADD ALTERNATE NO. 3: CEILING AND LIGHTING UPGRADES IN LOBBY 129, SEMINAR CLASSROOM 206, AND GRAD STUDENT COMPUTER LAB 230.

ADD ALTERNATE NO. 4: ADD LECTURE SEATING IN LECTURE 126.

ADD ALTERNATE NO. 5: ADD ADDITIONAL SOUND BOOTH IN AUDIOLOGY WAITING 116.

DRAWING INDEX

SheetNumber Sheet Name

M5.2 MECHANICAL DETAILSM5.3 MECHANICAL SCHEDULE - OPTIONAL VRF SYSTEMM5.4 MECHANICAL DETAILSM6.1 CONTROL POINTS AND SEQUENCE OF OPERATIONM6.2 CONTROL POINTS AND SEQUENCE OF OPERATIONPLUMBINGP1.1 SITE PLANP2.10 1ST FLOOR PLUMBING PLAN - WATERP2.11 1ST FLOOR PLUMBING PLAN - SEWER & VENTP2.20 2ND FLOOR PLUMBING PLAN - WATERP2.21 2ND FLOOR PLUMBING PLAN - SEWER & VENTP2.22 ROOF DRAINSP5.0 PLUMBING PIPING DETAILSP5.1 PLUMBING SCHEDULESP5.2 PLUMBING DETAILSFIRE PROTECTIONF2.10 1ST FLOOR FIRE SPRINKLER PLANF2.20 2ND FLOOR FIRE SPRINKLER PLANF5.1 FIRE SPRINKLER DETAILSELECTRICALE1.1 SITE PLANE2.1 FIRST FLOOR PLAN - LIGHTINGE2.2 SECOND FLOOR PLAN - LIGHTINGE3.1 FIRST FLOOR PLAN - POWERE3.2 FIRST FLOOR PLAN - HVAC POWERE3.3 FIRST FLOOR PLAN - HVAC POWER - OPTIONAL VRF SYSTEME3.4 SECOND FLOOR PLAN - POWERE3.5 SECOND FLOOR PLAN - HVAC POWERE3.6 SECOND FLOOR PLAN - HVAC POWER - OPTIONAL VRF SYSTEME4.1 FIRST FLOOR PLAN - COMPUTER, TELEPHONE, CABLE TV, & FIRE ALARME4.2 FIRST FLOOR PLAN - ACCESS CONTROL & CCTVE4.3 SECOND FLOOR PLAN - COMPUTER, TELEPHONE, CABLE TV, & FIRE ALARME4.4 SECOND FLOOR PLAN - ACCESS CONTROL & CCTVE5.1 DETAILSE5.2 DETAILSE5.3 DETAILSE5.4 DETAILSE5.5 DETAILSE6.1 PANEL SCHEDULESE6.2 PANEL SCHEDULESE6.3 PANEL SCHEDULESE7.1 LEGENDSAVE-AV1.0 SCHEDULES & NOTESE-AV1.1 1ST FLOOR AV RACEWAY PLANE-AV1.2 1ST FLOOR AV RACEWAY RCPE-AV1.3 LECTURE HALL AV RACEWAY PLANSE-AV1.4 2ND FLOOR AV RACEWAY PLANE-AV1.5 2ND FLOOR AV RACEWAY RCP

DRAWING INDEX

SheetNumber Sheet Name

A1.9 ROOF PLANA2.1 EXISTING BUILDING AND WINDOW RENOVATIONA2.2 EXISTING BUILDING AND WINDOW RENOVATIONA2.3 EXISTING BUILDING AND WINDOW RENOVATIONA2.4 BUILDING ELEVATIONSA3.1 BUILDING SECTIONSA3.2 BUILDING SECTIONSA3.3 WALL SECTIONSA3.4 WALL SECTIONSA3.5 OMITTEDA3.6 WALL DETAILSA3.7 WALL DETAILSA3.8 WALL DETAILSA3.9 PLAN/COLUMN DETAILSA3.10 PLAN/COLUMN DETAILSA3.11 ROOF DETAILSA4.1 ENLARGED PLANS + INTERIOR ELEVATIONSA4.2 ENLARGED PLANS + INTERIOR ELEVATIONSA4.3 ENLARGED PLANS + INTERIOR ELEVATIONSA4.4 ENLARGED PLANS + INTERIOR ELEVATIONSA4.5 ENLARGED PLANS + INTERIOR ELEVATIONSA4.6 ENLARGED PLANS + INTERIOR ELEVATIONSA4.7 ENLARGED PLANS + INTERIOR ELEVATIONSA4.8 ENLARGED PLANS + INTERIOR ELEVATIONSA5.1 TOILET ACCESSORIES + MISC. EQUIPMENTA5.2 STANDARD MILLWORK DETAILSA5.3 OMITTEDA5.4 TYPICAL CEILING DETAILSA6.1 FINISH LEGENDA7.1 STAIR/RAMP ENLARGED PLANSA7.2 STAIR/RAMP SECTIONSA7.3 STAIR/RAMP SECTIONSA7.4 STAIR/RAMP/RAILING DETAILSA7.5 ELEVATOR PLANS + SECTIONSA8.1 DOOR/FRAME/GLAZING TYPES + DOOR SCHEDULEA8.2 GLAZING/WINDOW DETAILS, LEGEND, + ELEVATIONSA8.3 OMITTEDA8.4 DOOR DETAILSMECHANICALM2.10 1ST FLOOR MECHANICAL PLANM2.11 1ST FLOOR VRF PIPINGM2.12 1ST FLOOR MECHANICAL PLAN - OPTIONAL VRF SYSTEMM2.20 2ND FLOOR MECHANICAL PLANM2.21 2ND FLOOR VRF PIPINGM2.22 2ND FLOOR MECHANICAL PLAN - OPTIONAL VRF SYSTEMM3.1 AHU CHILL/HOT WATER PIPINGM5.1 MECHANICAL SCHEDULES

DRAWING INDEX

SheetNumber Sheet Name

GENERALG0.01 TITLE SHEET/ SHEET INDEXLIFE SAFETYLS0.1 CODE SUMMARYLS1.1 FIRST FLOOR EXITING AND RATING PLANLS1.2 SECOND FLOOR EXITING AND RATING PLANCIVILC0.01 GENERAL NOTES AND INDEXC0.02 EXISTING CONDITIONSC0.03 DEMOLITION PLANC1.00 SITE PLANC2.00 SITE GRADING PLANC3.00 EROSION CONTROL PLANC4.00 CONCRETE PAVEMENT & SIDEWALK DETAILSC4.01 STORM WATER DETAILSC4.02 STRIPING & SIGNAGE DETAILSC4.03 CIVIL DETAILSC4.04 CIVIL DETAILSSTRUCTURALS1.0 STRUCTURAL NOTESS1.1 TYPICAL STRUCTURAL DETAILSS1.2 QUALITY ASSURANCE PROGRAMS2.0 FOUNDATION PLANS3.0 SECOND FLOOR FRAMING PLANS3.1 UPPER AND LOWER ROOF FRAMING PLANS4.0 FOUNDATION SECTIONS AND DETAILSS4.1 FOUNDATION SECTIONS AND DETAILSS4.2 FOUNDATION SECTIONS AND DETAILSS5.0 STRUCTURAL FRAMING SECTIONS AND DETAILSS5.1 STRUCTURAL FRAMING SECTIONS AND DETAILSS5.2 STRUCTURAL FRAMING SECTIONS AND DETAILSARCHITECTURAL - DEMOLITIOND1.10 FIRST FLOOR - DEMO PLAND1.20 SECOND FLOOR - DEMO PLAND1.30 RAILING RENOVATION DETAILARCHITECTURAL - GENERALA0.10 GENERAL NOTESARCHITECTURALA1.0 WALL TYPES + FRAMING NOTESA1.1 FIRST FLOOR PLAN (DIMENSIONED)A1.2 SECOND FLOOR PLAN (DIMENSIONED)A1.3 FIRST FLOOR PLAN (NOTED)A1.4 SECOND FLOOR PLAN (NOTED)A1.5 FIRST FLOOR FINISH PLANA1.6 SECOND FLOOR FINISH PLANA1.7 FIRST FLOOR REFLECTED CEILING PLANA1.8 SECOND FLOOR REFLECTED CEILING PLAN

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G.S.#104-187

Columbus, Mississippi

This building has been designated as a Mississippi Landmark by the State ofMississippi through the Department of Archives and History. All work shall be inaccordance with the Mississippi Antiquities Law (39-007-et. al. of the MississippiCode, 1972, as amended) and the Secretary of the Interior’s Standards for theTreatment of Historic Properties.

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CODE SUMMARY

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2012 International Building Code

Chapter 3: Use and Occupancy Classification

The project consists of the following use and Occupancies:

Assembly Group A: Section 303

Large Classroom – Assembly group A-3: Lecture rooms located in colleges, universities, or in schools for students above the 12th grade that have an occupant load of 50 or more.

Business Group B: Section 304

Educational occupancies for students above the 12th grade.

Chapter 5: General Building Heights and Areas

Section 503: General Building Height and Area Limitations

Table 503: Allowable Heights and Areas

A-3 Type IIB 2 stories 9,500 s.f.B Type IIB 3 stories 23,000 s.f.

Commentary: The A-3 portion of the project is one story a 3,000 s.f. as of October 24, 2016. The remainder of the project (B occupancy) is 2 stories at 13,144 s.f. each as of October 24, 2016.

Section 507: Unlimited Area Buildings

507.4 Two story. The area of Group B, F, M or S building no more than two stories above grade plan shall not be limited where the building is equipped thoughout with an automatic sprinkler system in accordance with Section 903.3.1.1, and is surrounded and adjoined by public ways or yards not less than 60 feetin width.

Commentary: The building will be sprinklered.

Section 508: Mixed Use and Occupancy

508.4 Separated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies.

508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building.

508.4.2 Allowable building area and height. In each story, the building area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1.

508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1.

508.4.4 Separation. Individual occupancies shall be separated from adjacent occupancies in accordance with Table 508.4.

Table 508.4 requires a 1 hour separation between A and B occupancies for a sprinklered building.

508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies.

Chapter 6: Types of Construction

Section 602: Construction Classification

602.2 Types I and II. Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Seciton 603 and elsewhere in this code.

Commentary: This project will be Type II.

Table 601: Fire Resistance Rating Requirements for Building Elements (Hours)

Type IIB No Rating Required on any building elements listed in Table 6.1.

Section 707, Fire Barriers

707.3.1 Shaft Enclosures. The fire-resistance rating of the fire barrier separating building areas from a shaft shall comply with Section 713.4.

707.3.9 Separated Occupancies. Where the provision of Section 508.4 are applicable the fire barrier separating mixed occupancies shall have a fire-resistance rating of not less than that indicated in Table 508.4 based on the occupancies being separated.

Commentary: Fire Barrier to separate occupancy shall be 1 hour rated as prescribed in Table 508.4.

Section 713, Shaft Enclosures

713.4 Fire-resistance rating. Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements butnot any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1

Commentary: All shafts shall be rated 1 hour. This will be for the elevator shaft only.

Chapter 10: Means of Egress

Table 1004.1.2Accessory Storage areas, mechanical equipment room 300 grossAssembly with fixed seats # number of seatsBusiness areas 100 gross

Means of Egress Sizing; Section 1005

1005.3 Required capacity based on component. The required capacity, in inches of the means of egress components shall not be less than that specified for such component, elsewhere in the code.1005.3.1 Stairways. The capacity, in inches of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch per occupant. Where stairways serve more than one story, only the occupant load of each story consideredindividually shall be used in calculating the required capacity of the stairways serving that story.

Exception: For other that Group H and I-2 occupancies, the capacity, in inches of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.2 inch per occupant in buildings equipped throughout with an automatic sprinklersystem installed in accordance with Section 903.3.1.1 or 903.1.2 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

Commentary: This building will be sprinklered and will have a voice/alarm communication system therefore 0.2 inch will be used.

1005.3.2 Other egress components. The capacity in inches of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch per occupant.

Exception: For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such components by a means of egress capacity factor of 0.15 inch per occupant in buildings equipped throughoutwith an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

Commentary: This building will be sprinklered and will have a voice/alarm communication system therefore 0.15 inch will be used.

1007.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall have a clear width of 48 inches minimum between handrails and shall either incorporate an area of refuge within an enlarged floor level landing or shall be accessed from either an area of refugecomplying with section 1007.6 or a horizontal exit. Exit access stairways that connect levels in the same story are not permitted as part an accessible means of egress.

Exception:2. Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.1.2.

Section 1009 Stairways.1009.2 Interior exit stairways. Interior exit stairways shall lead directly to the exterior of the building or shall be extended to the exterior of the building an exit passage way conforming to the requirements of Section 1023, except as permitted in Section 1027.1.

1009.2.1 Where required. Interior exit stairways shall be included, as necessary, to meet one or more means of egress design requirements, such as required number of exits or exit access travel distance.

1009.2.2 Enclosure. All interior exit stairways shall be enclosed in accordance with the provisions of Section 1022.

1009.3 Exit access stairways. Floor openings between stories created by exit access stairways shall be enclosed.

Exceptions:In other than Group I-2 and I-3 occupancies, exit access stairways that serve, or atmospherically communicate between, only two stories are not required to be enclosed.

Table 1014.3: Common Path of Egress TravelBusiness 100 feetAssembly 75 feet or as required by Section 1028.8

Building will be sprinkled.

Table 1016.2: Exit Access Travel DistanceAssembly 250 feetBusiness 300 feet

Building will be sprinkled.

Table 1018.1: Corridor Fire-Resistance Rating

Corridors are not required to be rated with a sprinkler system for B and A occupancies.

Chapter 29: Plumbing Systems

Table 2902.1: Minimum Number of Required Plumbing Fixtures

A-3 Water Closets Lavatories Drinking Fountains OtherMale – 1 per 125 1 per 200 1 per 500 1 Service Sink Female – 1 per 65 Male and Female

E 1 per 50 1 per 50Male and Female Male and Female 1 per 100 1 Service Sink

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SD SV

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LECTURE126

MECHANICALROOM

150

OBSERVATION149

THERAPY148

OBSERVATION153

THERAPY154

OBSERVATION155

THERAPY156

OBSERVATION160

THERAPY159

OBSERVATION107

THERAPY105

OBSERVATION108

THERAPY106

OBSERVATION109

THERAPY110 LARGE

THERAPYCLASSROOM

112

OBSERVATION113

HEARING AIDDELIVERY &

FITTING117

OFFICE118

STORAGE(A/V & DATA)

141STORAGE

(FILES)135

BUSINESSOFFICE

136PROGRAM

CHAIROFFICE

140

OFFICECONTROL

137

STORAGE(SUPPLIES)

138

(E) MEN'SRESTROOM

144

(E) WOMEN'SRESTROOM

131

THERAPYAND

EVALUATIONMATERIALS

146

WORKROOM139

CORRIDOR158

CORRIDOR151

CORRIDOR103

CORRIDOR111

(E)CORRIDOR

134(E)

ELECTRICALROOM

147

AUDIOLOGYWAITING

116(E)

CORRIDOR145

(E)CORRIDOR

130

(E) JANITOR143

(E) JANITOR132

CORRIDOR157 CORRIDOR

104

ELECTRICALROOM

120

MEN'SRESTROOM

125

WOMEN'SRESTROOM

121

ELEVATOR124

AV123

CORRIDOR122

LOBBY129

FAMILYRESTROOM

163

THERAPYWAITING

161THERAPYWAITING

162

(E) LOBBY101

MECHANICAL127

VESTIBULE128

VESTIBULE119

(E) STAIR133

(E) STAIR142

72

72

1

2

2

74

NOT AN EXIT

2

2

12

2

2

28

2

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1

42

1

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2

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3 4

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7

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72

59

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72

EGRESS STUDY LEGEND

OCCUPANCY OF SEATING SECTION OR ROOM

TRAVEL PATH AND MAX DISTANCE

###100100

SMOKEPROTECTED

NON-SMOKEPROTECTED

TOTAL # OF OCCUPANTS

CAPACITY/ALLOWABLE # OF OCCUPANTS

EXIT WIDTH (INCHES)

XXX

REQUIRED WIDTH (STAIRS)/OCCUPANT

REQUIRED WIDTH (OTHER COMPONENTS)/OCCUPANT.15"

.2"

488

XXX'

TRAVEL PATH AND OCCUPANTS ADVANCING

FIRE RATING PLAN LEGEND

1 HOUR FIRE RESISTIVE SEPARATION

FSR

FHC

FIRE STANDPIPE / RISER

FIRE HOSE CONNECTION

A-3 OCCUPANCY CLASSIFICATION FORBUILDING AREA

FEC FIRE EXTINGUISHER CABINET

FEC-K FIRE EXTINGUISHER CABINET - TYPE K

1/8" = 1'-0"1 FIRST FLOOR DIMENSION PLAN

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C

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C

C

C

F

F

F

F

F

F

F

F F

F

F F F

F

F

E

E

F

F

DD

E

E

E

E

F

C

F

F

FC

C

C

C

C

C C

CC

C

C

E

F

EEEE

EC

BREAK232

STORAGE228

MECHANICALROOM

227

FACULTYOFFICE

226

FACULTYOFFICE

225

FACULTYOFFICE

224

AV222CORRIDOR

223CLASSROOM

219

FACULTYOFFICE

216

FACULTYOFFICE

215FACULTYOFFICE

214

ELECTRICALROOM

217 CORRIDOR218

CLASSROOM201

FACULTYOFFICE

205

SEMINARCLASSROOM

206

(E) WOMEN'SRESTROOM

210

(E) MEN'SRESTROOM

233

ELECTRICALROOM

229JANITOR

204

GRADSTUDENT

COMPUTERLAB230

FACULTYWORKROOM

213

(E)CORRIDOR

231

CORRIDOR220

(E)CORRIDOR

211

(E)CORRIDOR

221(E)

CORRIDOR212

LOBBY209

IT208

25

1

7

1

1

4

3 2

9

81

83847

55

38

4

4

232

1

47

9

3

12

59

42

1

1

23046

8126052

102102

OFFICE235

EGRESS STUDY LEGEND

OCCUPANCY OF SEATING SECTION OR ROOM

TRAVEL PATH AND MAX DISTANCE

###100100

SMOKEPROTECTED

NON-SMOKEPROTECTED

TOTAL # OF OCCUPANTS

CAPACITY/ALLOWABLE # OF OCCUPANTS

EXIT WIDTH (INCHES)

XXX

REQUIRED WIDTH (STAIRS)/OCCUPANT

REQUIRED WIDTH (OTHER COMPONENTS)/OCCUPANT.15"

.2"

488

XXX'

TRAVEL PATH AND OCCUPANTS ADVANCING

FIRE RATING PLAN LEGEND

1 HOUR FIRE RESISTIVE SEPARATION

FSR

FHC

FIRE STANDPIPE / RISER

FIRE HOSE CONNECTION

A-3 OCCUPANCY CLASSIFICATION FORBUILDING AREA

FEC FIRE EXTINGUISHER CABINET

FEC-K FIRE EXTINGUISHER CABINET - TYPE K

1/8" = 1'-0"1 SECOND FLOOR FINISH PLAN

REGISTERED R

ETIHCA

CT

ST A T E O F ISS SSI

II

M

PP

Michael W.

4822

Taylor

PROJECT NO.

CHECKED BY:DRAWN BY:

PryorMorrow PCC 2017Copyright

SCALE:

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As indicated

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2016111LAS

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SECOND FLOOR EXITINGAND RATING PLAN

LS1.2

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MAR

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17,

201

6SC

HEM

ATIC

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IGN

DD

Nov

embe

r 30,

201

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EVEL

OPM

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May

31,

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(75%

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DN DN

DEMOLITION KEYED NOTES

1 REMOVE EXISTING WALL IN ITS ENTIRETY. SALVAGE EXISTING WOOD TRIMS ASSOCIATEDWITH EXISTING WALL TO BE REFINISHED AND REUSED IN OTHER AREAS OF THE BUILDING.

2

REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. CATALOG AND STORE DOORSAND FRAMES INCLUDING TRIMS TO USE IN THE REFURBISHING OF EXISTING DOORS TOREMAIN. ALL DOORS SCHEDULED TO REMAIN ARE REFURBISHED AND INSTALLED THECONTRACTOR SHALL DELIVER THE REMAINING DOORS TO THE USING AGENCY.

3REMOVE EXISTING LAY-IN SUPSPENDED CEILINGS. REFER TO MECHANICAL ANDELECTRICAL FOR LIGHTING AND MECHANICAL DEMOLITION. ALL EXISTING PLASTERCEILING SHALL REMAIN INTACT.

4 REMOVE ALL EXISTING FLOORING TO EXPOSE EXISTING SLAB.

5

6

7

REMOVE EXISTING EXTERIOR STAIRS/RAMP AND RAILINGS.

8

9

REMOVE EXISTING TOILET PARTITIONS AND RESTROOM ACCESSORIES.

10

REMOVE EXISTING PLUMBING FIXTURES

11

PROVIDE OPENING IN EXISTING WALL AS REQUIRED TO INSTALL NEWDOOR AND FRAME.

12

REMOVE EXISTING WINDOW AND PROVIDE OPENING FOR NEW DOORAND FRAME

13

PROVIDE OPENING FOR NEW WINDOW

REMOVE AND DISPOSE OF EXISTING WOOD RAISED PLATFORM ANDASSOICATED STAIRS.

REMOVE EXISTING MILLWORK

DEMOLITION SYMBOLS LEGEND

BUILDING ELEMENTS TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

NOTE: NOT ALL KEYED NOTES ARE SPECIFIC TO THIS SHEET.

REMOVE EXISTING STRUCTURE IN ITS ENTIRETY. PROTECT EXISTING MAIN BUILDINGWALL.

14SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED FOR INSTALLATION OFNEW PLUMBING. PUT BACK IN THESE AREAS SHALL INCLUDE SLOPE FOR DRAINING. FIELDVERIFY AMOUNT/DIMENSIONS TO BE REMOVED.

BUILDING SLAB TO BE REMOVED

(E)101

(E)102(E)103

(D)101 (D)102(D)125(D)124

(E)121

(D)123

(D)122 (D)121

(E)120

(E)119

(D)120

(E)118

(E)111

(E)112

(D)119

(E)110

(D)118

(E)109

(E)108

(D)112

(E)107

(D)111(D)109 (D)110

(E)105

(D)108

(E)106

(D)116

(D)115 (D)114 (D)113(D)117

(E)104

(D)103

(D)104

(D)105

(D)106

(D)107

(E)113(E)114(E)115(E)116(E)117

1

1 1

1

1

1

1

11

1

1

11

1

1

1

1

1

22222

2 2 22

2

2

2

2

2

2

2222

222

2

2

3

3

3 3

3

3

3

33

4

4 4

4

4

4

44

44

4

44

4

4 4

4

4 4

4

4

4

4

4

4 44

4

4

4

4

444

4

4

4

4

4

55 5

6

7

777

7

7

8 8 8

8

7

9

10

11

13

14

1414

14

14

14

See 1/D1.3 for Rail Renovation Detailfor Stairs

See 1/D1.3 for Rail Renovation Detailfor Stairs

REGISTERED R

ETIHCA

CT

ST A T E O F ISS SSI

II

M

PP

Michael W.

4822

Taylor

PROJECT NO.

CHECKED BY:DRAWN BY:

PryorMorrow PCC 2017Copyright

SCALE:

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/201

7 4:

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2016111LAS

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FIRST FLOOR - DEMO PLAN

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1/8" = 1'-0"1 FIRST FLOOR

MAR

KDA

TEDE

SCRI

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NSD

June

17,

201

6SC

HEM

ATIC

DES

IGN

DD

Nov

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ENTS

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)C

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embe

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7AD

DEN

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. 1

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DEMOLITION KEYED NOTES

1 REMOVE EXISTING WALL IN ITS ENTIRETY. SALVAGE EXISTING WOOD TRIMS ASSOCIATEDWITH EXISTING WALL TO BE REFINISHED AND REUSED IN OTHER AREAS OF THE BUILDING.

2

REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. CATALOG AND STORE DOORSAND FRAMES INCLUDING TRIMS TO USE IN THE REFURBISHING OF EXISTING DOORS TOREMAIN. ALL DOORS SCHEDULED TO REMAIN ARE REFURBISHED AND INSTALLED THECONTRACTOR SHALL DELIVER THE REMAINING DOORS TO THE USING AGENCY.

3REMOVE EXISTING LAY-IN SUPSPENDED CEILINGS. REFER TO MECHANICAL ANDELECTRICAL FOR LIGHTING AND MECHANICAL DEMOLITION. ALL EXISTING PLASTERCEILING SHALL REMAIN INTACT.

4 REMOVE ALL EXISTING FLOORING TO EXPOSE EXISTING SLAB.

5

6

7

REMOVE EXISTING EXTERIOR STAIRS/RAMP AND RAILINGS.

8

9

REMOVE EXISTING TOILET PARTITIONS AND RESTROOM ACCESSORIES.

10

REMOVE EXISTING PLUMBING FIXTURES

11

PROVIDE OPENING IN EXISTING WALL AS REQUIRED TO INSTALL NEWDOOR AND FRAME.

12

REMOVE EXISTING WINDOW AND PROVIDE OPENING FOR NEW DOORAND FRAME

13

PROVIDE OPENING FOR NEW WINDOW

REMOVE AND DISPOSE OF EXISTING WOOD RAISED PLATFORM ANDASSOICATED STAIRS.

REMOVE EXISTING MILLWORK

DEMOLITION SYMBOLS LEGEND

BUILDING ELEMENTS TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

NOTE: NOT ALL KEYED NOTES ARE SPECIFIC TO THIS SHEET.

REMOVE EXISTING STRUCTURE IN ITS ENTIRETY. PROTECT EXISTING MAIN BUILDINGWALL.

14SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED FOR INSTALLATION OFNEW PLUMBING. PUT BACK IN THESE AREAS SHALL INCLUDE SLOPE FOR DRAINING. FIELDVERIFY AMOUNT/DIMENSIONS TO BE REMOVED.

BUILDING SLAB TO BE REMOVED

(E)209

(E)210

(E)212

(E)211

(E)215 (E)214(E)216 (E)213

(D)225

(D)227

(D)226

(D)219

(E)208

(E)207(E)206 (E)205

(E)204

(E)203

(E)202

(D)202

(E)201

(D)201

(D)215

(D)203 (D)204 (D)205 (D)206(D)218 (D)217

(D)220(D)223(D)224 (D)222 (D)221

(D)211

(D)208(D)209(D)210 (D)207

(D)214

(D)213

(D)212

(D)216

1

1

1

1

1

1 1 1

1

1

1

2

2 2 2 2

2222

2

2

2

22

22

2

2

2

2 2 2 2 2

4

4

4

4

4

4

4 4 4

4

4

4

44

4 4

4

4

4

66

7

7

7

82

9

11

8

8

12

7

2

2

(D)229

(D)228

1414

See 1/D1.3 for Rail Renovation Detailfor Stairs

See 1/D1.3 for Rail Renovation Detailfor Stairs

REGISTERED R

ETIHCA

CT

ST A T E O F ISS SSI

II

M

PP

Michael W.

4822

Taylor

PROJECT NO.

CHECKED BY:DRAWN BY:

PryorMorrow PCC 2017Copyright

SCALE:

PryorMorrow

9/20

/201

7 4:

47:4

4 PM

As indicated

Col

umbu

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2016111LAS

MWT

SECOND FLOOR - DEMOPLAN

D1.20

Demo

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onG.

S.#1

04-18

7

Bure

au o

f Bui

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roun

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nd R

eal P

rope

rty M

anag

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t

1/8" = 1'-0"1 SECOND FLOOR

MAR

KDA

TEDE

SCRI

PTIO

NSD

June

17,

201

6SC

HEM

ATIC

DES

IGN

DD

Nov

embe

r 30,

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EVEL

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ENTS

(75%

)C

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DSe

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1. WORK ADDRESSED BY SPECIFIC NOTES SHALL BE PERFORMED AS DIRECTED. THE ABSENCE OF A SPECIFIC NOTE SHALL NOT RELIEVE THE CONTRACTOR OF PERFORMING THE WORK AS ADDRESSED BY GENERAL NOTES, THE SPECIFICATIONS OROTHER PROVISIONS OF THIS CONTRACT.

2. USING AGENCY SHALL REMOVE and DISPOSE OF ALL EXISTING LOOSE FIXTURES and FURNITURE. ALL EXISTING LOOSE FIXTURES and FURNITURE FOUND BY CONTRACTOR SHALL BE DEMOLISHED and REMOVED.

3. USING AGENCY SHALL REMOVE PICTURES, DRAWINGS, CHALKBOARDS, MARKER BOARDS, DIRECTORIES, PROJECTION SCREENS, PROJECTORS, PENCIL SHARPENERS, FURNITURE and EQUIPMENT; NOT SPECIFICALLY ADDRESSED BY OTHER NOTES.ALL EXISTING FURNITURE, EQUIPMENT, ETC. FOUND BY CONTRACTOR SHALL BE DEMOLISHED AND REMOVED.

4. REMOVE and DISPOSE OF ALL EXISTING BLINDS, CURTAINS, COAT HOOKS, CLIPS, NAILS, SCREWS, TOWEL BARS, DEPARTMENT STORE RACKS, SHELVES and OTHER EXTRANEOUS HARDWARE FROM WALLS, CEILINGS, DOORS, WINDOWS, INCLUDINGTRIM.

5. REMOVE ASBESTOS CONTAINING MATERIALS IN STRICT COMPLIANCE WITH PLANS, SPECIFICATIONS and APPLICABLE STATE and FEDERAL REGULATIONS.

6. REMOVE ALL MOLD CONTAINING MATERIALS IN STRICT COMPLIANCE WITH PLANS, SPECIFCATIONS and APPLICABLE STATE and FEDERAL REGULATIONS.

7. REMOVE ALL EXISTING CARPET, PAD and TACK STRIPS. REMOVE ALL RUBBER FLOORING, VCT0 andD RUBBER COVE BASE. PROTECT ALL HARDWOOD FLOORS.

NOTE: SOME MATERIALS MAY CONTAIN ASBESTOS. SEE ASBESTOS ABATEMENT DRAWINGS AND SPECIFICATIONS.

8. REMOVE ALL DOORS, WINDOWS and WALLS SHOWN DASHED. REMOVE EVERY PORTION OF DOORS and WINDOWS, INCLUDING FRAMES, SASHES, THRESHOLDS, TRANSOMS, ETC., UNLESS OTHERWISE NOTED. PREPARE ADJACENT SURFACES FORRENOVATION.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THOSE ITEMS SCHEDULED TO REMAIN and SHALL REPAIR and/or REPLACE ITEMS DAMAGED DURING THE DEMOLITION AT NO COST TO THE OWNER.

10. ITEMS NOT SCHEDULED FOR REINSTALLATION or DELIVERY TO THE USING AGENCY SHALL BE DISPOSED OF OFF SITE.

11. REMOVE AND DISPOSE OF DEMOLISHED MATERIALS, TRASH, DEBRIS, ABANDONED RUGS, ABANDONED PAPERS and ABANDONED FURNITURE.

12. REMOVE AND DISPOSE OF ALL CURTAINS, CURTAIN RODS, BLINDS, COAT HOOKS, COAT RACKS, NAILS, SCREWS, BUILT-IN FURNITURE/SHELVES/CABINETS, TOWEL BARS and RESTROOM ACCESSORIES.

13. REMOVE and DISPOSE OF ALL EXISTING PLUMBING, LAVATORIES, SINKS, DRINKING FOUNTAINS, WATER CLOSETS, URINALS, BATHTUBS, SHOWERS, TOILET PARTITIONS, URINAL SCREENS and EXTRANEOUS HARDWARE. REMOVE and DISPOSE OFALL PLUMBING and PIPING. CAP AND IDENTIFY LINES WHERE THEY ENTER THE BUILDING. FOR SPECIFIC DEMOLITION OF ALL PLUMBING MATERIALS REFER TO MECHANCIAL DEMOLITION DRAWINGS.

14. REMOVE and DISPOSE OF ALL ELECTRICAL CONDUIT, WIRING and DEVICES. REMOVE and DISPOSE OF ALL LIGHT FIXTURES, OUTLETS, RECEPTACLES and SWITCHES. REMOVE and DISPOSE OF ALL PANELS and OVER CURRENT DEVICES. REMOVEand DISPOSE OF ALL TELEPHONE, INTERCOM and FIRE ALARM SYSTEMS. CAP and IDENTIFY LINES WHERE THEY ENTER THE BUILDING. FOR SPECIFIC DEMOLITION OF ALL ELECTRICAL MATERIALS REFER TO ELECTRICAL DEMOLITION DRAWINGS.

15. REMOVE AND DISPOSE OF ALL EXISTING HVAC EQUIPMENT. REMOVE and DISPOSE OF ALL DUCTWORK, BOILERS, CHILLERS, RADIATORS, FANS, AIR HANDLING UNITS, CONDENSING UNITS and ASSOCIATED PIPING, VALVES and FITTINGS. CAP andIDENTIFY LINES WHERE THEY ENTER THE BUILDING. FOR SPECIFIC DEMOLITION OF ALL MECHANICAL MATERIALS REFER TO MECHANCIAL DEMOLITION DRAWINGS.

16. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLISHED MATERIALS.

17. EXISTING UTILITIES NOT SCHEDULED FOR REMOVAL SHALL REMAIN INTACT and MUST BE PROTECTED. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES.

18. RETAIN and PROTECT ALL EXISTING LOAD-BEARING WALLS, COLUMNS, PIERS, BEAMS, JOISTS, ETC.

19. RETAIN and PROTECT ANY ITEMS OF HISTORIC VALUE. IF IN DOUBT REGARDING THE POSSIBLE HISTORIC NATURE OF ANY ITEM, CONTACT THE ARCHITECT IMMEDIATELY.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THOSE ITEMS SCHEDULED TO REMAIN and SHALL REPAIR and/or REPLACE ITEMS DAMAGED DURING THE DEMOLITION PROJECT (INCLUDING BROKEN GLASS) AT NO ADDITIONAL COST TOTHE OWNER.

21. CONTRACTOR IS RESPONSIBLE AT THE CONCLUSION OF THE PROJECT TO CLEAN ALL AREAS WITHIN THE BUILDING OR OUTSIDE OF THE BUILDING (WITHIN THE CONSTRUCTION FENCING) FREE OF ALL DEBRIS, WASTE, SURPLUS MATERIALS, ETC.WHETHER FROM THE DEMOLITON PROCESS OR PRE-EXISTING. WITHIN THE BUILDING ALL FLOORS SHALL BE BROOMED FREE OF LOOSE MATERIALS. THE BASEMENT AREA SHALL BE RAKED SMOOTH AND CLEARED FROM ANY LOOSE MATERIALS.

22. ALL VERTICAL CHASES DISCOVERED DURING THE DEMOLITION OF hvac EQUIPMENT, DUCTWORK, ETC. SHALL BE PROTECTED FROM WORKERS FALLING THROUGH and/or FROM OBJECTS FALLING THROUGH.

GENERAL DEMOLITIONS NOTES

1. WORK ADDRESSED BY SPECIFIC NOTES SHALL BE PERFORMED AS DIRECTED. THE ABSENCE OF A SPECIFIC NOTE SHALL NOT RELIEVE THE CONTRACTOR OF PERFORMING THE WORK AS ADDRESSED BY GENERAL NOTES, THE SPECIFICATIONS or OTHERPROVISIONS OF THIS CONTRACT.

2. EXISTING PIERS and FOUNDATION DETAILS, ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. VERIFY EXACT SIZES, QUANTITIES and LOCATIONS ON SITE.

3. CLEAN and RAKE OUT ANY LOOSE, WET, DIRT and DEBRIS WITHIN ALL CRAWL SPACES.

4. INSTALL NEW 15 ML. POLYETHYLENE MEMBRANE VAPOR BARRIER BENEATH CONCRETE SLABS PRIOR TO INSTALLATION OF CONCRETE and OVER ENTIRE CRAWLSPACE PRIOR TO COMPLETION OF PROJECT.

5. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS, QUANTITIES and SHALL CONFIRM THESE AT THE SITE.

6. ALL EXISTING PENETRATIONS NOT SCHEDULED FOR RE-USE SHALL BE FILLED WITH NEW MASONRY TO MATCH EXISTING OR NON-SHRINK GROUT. ALL PIPES and PENETRATIONS SHALL BE SEALED WITH FIRE-STOPPING.

7. 100% PAINT REMOVAL IS REQUIRED AT ALL SURFACES SCHEDULED TO REMAIN. STRIP, SAND, CLEAN and THEN PRIME, CAULK and PAINT.(SEE ASBESTOS and LEAD-BASED PAINT REPORT IN THE PROJECT MANUAL)

8. PROVIDE AND INSTALL NEW WOODWORK TO MATCH EXISTING HISTORIC TRIM. BACK-PRIME and END-PRIME ALL WOODWORK SCHEDULED TO BE PAINTED.

9. DUE TO THE ARTICULATE NATURE and DETAILING OF THE BUILDING, THE DRAWINGS DO NOT ILLUSTRATE EACH and EVERY PORTION OF EXISTING MATERIALS or CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THEBUILDING, DRAWINGS and SPECIFICATIONS TO PROVIDE THE NECESSARY MATERIALS and LABOR TO ACCOMPLISH THE OVERALL SCOPE OF WORK.

11. REFER TO MECHANICAL and ELECTRICAL FOR PENETRATIONS.

12. REPAIR and/or REPLACE MISSING or DAMAGED BRICK MASONRY. RAKE OUT ANY LOOSE or DETERIORATED MORTAR and TUCKPOINT MASONRY WALLS WITH NEW MORTAR. ALL EXISTING PENETRATIONS NOT SCHEDULED FOR RE-USE at THE EXTERIOR WALL(INTERIOR and EXTERIOR SIDE) SHALL BE FILLED WITH NEW MASONRY TO MATCH EXISTING.

GENERAL RENOVATION NOTES

1. PLASTER REPAIR SHALL INCLUDE REPAIRING ANY and ALL DAMAGED EXISTING PLASTER. THIS IS TO INCLUDE BUT IS NOT LIMITED TO VOIDS, PENETRATIONS and HOLES FROM ABANDONED DUCTWORK and PIPING WHETHER EXPOSED or NOT FOUND IN THEWALLS or CEILING

2. REMOVE LOOSE and DETERIORATED PLASTER PRIOR TO INITIATING PATCHING WORK

3. APPLY BONDING AGENT TO EDGES OF EXISTING PLASTER PRIOR TO INITIATING PATCHING WORK

4. MATCH FINISH OF ADJACENT EXISTING PLASTER

5. MATCH EXISTING PLASTER THICKNESS, FINISH FLUSH and SMOOTH

6. ALL EXISTING PLASTER SCHEDULED TO REMAIN SHALL RECEIVE A SKIM-COAT APPLICATION TO PROVIDE A UNIFORM SURFACE WITH NEW PLASTER WORK

GENERAL PLASTER NOTES

1. SCRAPE, SAND, PRIME and PAINT ALL MATERIALS EXCEPT MASONRY

2. CLEAN ALL MASONRY and STONE

3. PROVIDE and INSTALL NEW STORM AT INTERIOR SIDE OF ALL EXISTING WINDOWS. REFER TO WINDOW SCHEDULE

4. REPLACE ALL BROKEN or MISSING GLASS. REGLAZE ALL WINDOWS AS REQUIRED. REFER TO WINDOW SCHEDULE

5. REPLACE ALL MISSING or BROKEN MASONRY WITH NEW MASONRY. LEAVE NO HOLES or VOIDS. PROVIDE MASONRY COLORATION ON ALL MASONRY IN-FILL

6. REPLACE ALL MISSING or BROKEN STONE/CAST STONE WITH NEW.

7. REMOVE ANY ABNDONED EXTRANEOUS HARDWARE FROM EXERIOR WALL UNLESS NOTED OTHERWISE.

GENERAL EXTERIOR RENOVATION NOTES

CONTRACTOR SHALL CONSTRUCT A MOCK-UP WALL ON SITE TO REPRESENT THE MATERIALS SPECIFIED AND THE QUALITY OF WORK. THE MOCK-UPWALL MUST BE COMPLETE WITH ALL REQUIRED MATERIALS PRIOR TO THE CONSTRUCTION OF THE EXTERIOR ENVELOPE. THE MOCK-UP WALL SHALLCONTAIN BUT NOT LIMITED TO THE FOLLOWING AND SHALL REPRESENT THE PORTION OF THE WORK SHOWN BELOW.

- ALL BACK-UP SYSTEMS INCLUDED IN THE JOB (I.E. METAL STUDS, CMU, ETC.)- INSULATION- SHEATHING- AIR/WEATHER BARRIER- MISC FLASHINGS, COPINGS, ETC.- MASONRY VENEERS- CAST STONE PIECES

FINAL COLOR SECLECTIONS WILL BE REVIEWED AND APPROVED/REJECTED BASED ON THE MOCK-UP WALL OWNER RESERVES THE RIGHT TOCHANGE/ADJUST COLORS OF MATERIALS AT THE TIME THE MOCK-UP WALL IS REVIEWED.

MOCK-UP WALL IS SUBJECT TO WATER TEST IF THE ARCHITECT OR COMMISSIONING AGENT DEEMS THE CONSTRUCTION / INSTALLATION ISQUESTIONABLE.

WALL SHALL BE A SIZE TO DEMONSTRATE NOTED ABOVE BUT SHALL BE LESS NOT BE LESS THAN 10' X 10'. BRACE WALL AS REQUIRED TO RESIST WINDLOADS.

MOCK-UP WALL NOTES

1. ALL EXTERIOR SURFACES OF EXTERIOR SHEATHING SHALL RECEIVED A SPECIFIED AIR/WEATHER BARRIER TO ACHIEVE A SEALED BUILDING ENVELOPE.

2. CONTRACTOR SHALL EXAMINE SUBSTRATE PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FILL ALL VOIDS, GAPS, HOLES, ETC. AND PREPSUBSTRATE AS REQUIRED BY AIR/WEATHER BARRIER MANUFACTURER.

3. CONTRACTOR SHAL COORDINATATE AND CONFIRM WITH AIR/WEATHER BARRIER MANUFACTURER EXPOSURE TIME TO UV RAYS. CONTRACTOR SHALLINSTALL OTHER SPECIFIED MATERIALS OVER AIR/WEATER BARRIER OR APPLY ADDITIONAL LAYER OF AIR/WEATHER BARRIER AS REQUIRED SO THATAIR/WEATHER BARRIER IS NOT COMPROMISED DUE TO EXPOSURE TO UV RAYS.

4. ALL PENETRATIONS THROUGH BARRIERS MUST BE SEALED AND AIR/WEATHER TIGHT.

5. VOIDS, GAPS, HOLES, ETC. FOUND IN BARRIER ARE UNACCEPTABLE AND BUILDING ENVELOPE WILL BE CONSIDERED NON-COMPLIANT UNTILCONDITIONS ARE CORRECTED.

6. CONTRACTOR SHALL USE LIQUID FLASHINGS MANUFACTURERD BY AIR/WEATHER BARRIER MANUFACTURER SO THAT BOTH COMPONENTS MAKE ACOMPLETE SYSTEM. LIQUID FLASHING SHALL BE USED AT ALL FLASHING LOCATIONS AND WHERE DISIMILAR MATERIALS JOIN.

AIR/WEATHER BARRIER NOTES

ADD.1

REGISTERED R

ETIHCA

CT

ST A T E O F ISS SSI

II

M

PP

Michael W.

4822

Taylor

PROJECT NO.

CHECKED BY:DRAWN BY:

PryorMorrow PCC 2017Copyright

SCALE:

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/201

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GENERAL NOTES

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5/8"

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42"

3 1/

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2"

2"

3"

9 1/

4"3

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5/8" Tempered Glass in SS Brackets

2" X 3" X 1/4" Steel Tabs Welded to Post

1" x 3" Steel Tube Post w/ Capped Ends@ 5'-0" O.C. Max. Spacing

2"22

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42"

1/2"

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3/4"

3 1/

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39"

6 1/

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22"

2"6

3/4"

5"

Spread to fit/ 5'-0" O.C. max. spacing

5/8" Tempered Glass in SS Brackets

2" X 3" X 1/4" Steel Tabs Welded to Post

1" x 3" Steel Tube Post w/ Capped Ends@ 5'-0" O.C. Max. Spacing

5/8" Tempered Glass in SS Brackets

2" X 3" X 1/4" Steel Tabs Welded to Post

1" x 3" Steel Tube Post w/ Capped Ends@ 5'-0" O.C. Max. Spacing

Expansion Bolts

NOTE: ALL RAILING COMPONENTSSHALL BE PRIMED AND PAINTED.

Stainless Steel Rosette Glass Anchors

Exisiting Railing/ Prime and Paint/ Repair Any Damaged Pieces

Existing Railing Not Shown in this View

3" = 1'-0"1 RAILING DETAIL - GLASS CMTE RAIL

REGISTERED R

ETIHCA

CT

ST A T E O F ISS SSI

II

M

PP

Michael W.

4822

Taylor

PROJECT NO.

CHECKED BY:DRAWN BY:

PryorMorrow PCC 2017Copyright

SCALE:

PryorMorrow

9/20

/201

7 4:

58:4

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3" = 1'-0"

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2016111LAS

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RAILING RENOVATIONDETAIL

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END

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9/20/2017