addendum number 2 - storage.googleapis.com mississippi project #: ... (reference instructions to...

ADDENDUM NUMBER 2 FROM: MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS 38802 / 38804 FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON PHONE: 662-844-4400 PROJECT: ACADEMIC STUDENT SERVICES BUILDING ITAWAMBA COMMUNITY COLLEGE TUPELO, MISSISSIPPI PROJECT #: GS #207-050/ ARCHITECT’S #16020 ADDENDUM DATE: MAY 24, 2017

PLEASE BIND THIS ADDENDUM WITH YOUR SPECIFICATIONS

GENERAL ITEM

REFERENCE: PRE-BID CONFERENCE

ACTION: FIND ATTACHED MEETING MINUTES FROM THE PRE-BID CONFERENCE.

ARCHITECTURAL

ITEM NUMBER A1

REFERENCE: SPECIFICATION SECTION 057300 – DECORATIVE METAL RAILINGS

ACTION: SECTION 2.1, SUBSECTIONS C, D, E, F, G, AND H REVISED.

ITEM NUMBER A2

REFERENCE: DRAWING SHEETS A301 AND A504

ACTION: ARCHITECTURAL EXPOSED STEEL TUBE STRINGER NOTED TO BE 4” X 12”.

ITEM NUMBER A3

REFERENCE: DRAWING SHEET A603

ACTION: REVISED DETAIL 4.

ADDENDUM NUMBER. 1 ICC ACADEMIC STUDENT SERVICES BUILDING GS #207-050 / ARCHITECT’S #16020 PAGE 2 SEE ATTACHED MEP ITEMS INCLUDED IN THIS ADDENDUM.

MEP ADDENDUM NUMBER 2 FROM: MCCARTY ARCHITECTS, P.A. POST OFFICE BOX 440 / 533 WEST MAIN STREET TUPELO, MS 38802 / 38804 FOR ANSWERS TO QUESTIONS CONTACT: JUSTIN HARRINGTON PHONE: 662-844-4400 PROJECT: ACADEMIC STUDENT SERVICES BUILDING ITAWAMBA COMMUNITY COLLEGE TUPELO, MISSISSIPPI PROJECT #: GS #207-050/ ARCHITECT’S #16020 ADDENDUM DATE: MAY 23, 2017

PLEASE BIND THIS ADDENDUM WITH YOUR SPECIFICATIONS

GENERAL (Clarifications or RFI Items)

ITEM NUMBER G1

REFERENCE: Question: Is there only 1 data closet, Room 212?

ANSWER: Yes.

ITEM NUMBER G2

REFERENCE: Question: If room 212 is the only Data Room, some cables will be over 295’.

ANSWER: Longest runs appear to go to first floor mechanical room. Routing cables above Dining and other rooms instead of following corridor would be acceptable to reduce cable length.

ITEM NUMBER G3

REFERENCE: Question: The prints show 6 racks. Are they all the 7’X19” relay racks?

ANSWER: No there are seven contractor provided racks. There are (4) four post 45U racks and (3) two post 7x19 relay racks.

ITEM NUMBER G4

REFERENCE: Question: Are the horizontal wire managers front & back or front only?

ANSWER: Front only.

ADDENDUM NUMBER. 1 ICC ACADEMIC STUDENT SERVICES BUILDING GS #207-050 / ARCHITECT’S #16020 PAGE 2 ITEM NUMBER G5

REFERENCE: Question: The specs call for 2 different quantities of CAT 6 patch cables

1. One 3’ and one 10’ for every port 2. 80% of 10’, 40% of 7’, 40% of 5’

ANSWER: One 3' and one 10' for every port.

ITEM NUMBER G6 REFERENCE: Question: The prints call for 24 strand single -mode fiber in between the

buildings and the specs call for 12 strand 50 micron fiber. Which is it? ANSWER: 24 strand single -mode fiber.

ITEM NUMBER G7 REFERENCE: Question: What type of fiber connectors are they wanting, LC or ST? ANSWER: LC

ITEM NUMBER G8 REFERENCE: Question: The specs call for 2 different quantities of APC equipment (power

strips, UPS, etc.) Which is correct? 1. One part states APC equipment in each rack 2. One part states APC equipment in each Communication Room

ANSWER: APC equipment in each rack.

ITEM NUMBER G9 REFERENCE: Question: Is any of the work or equipment cost furnished by the Utility Company to be included in the bid? ANSWER: No.

ADDENDUM NUMBER. 1 ICC ACADEMIC STUDENT SERVICES BUILDING GS #207-050 / ARCHITECT’S #16020 PAGE 3 MECHANICAL

ITEM NUMBER M1

REFERENCE: DRAWING SHEET M504

ACTION: Revise drawing as indicated in the attached. PLUMBING

ITEM NUMBER P1

REFERENCE: SPECIFICATION SECTION 212200 Clean Agent Fire Extinguishing System

ACTION: ECARO-25 has been added to the approved manufacturer’s list.

ELECTRICAL

ITEM NUMBER E1

REFERENCE: DRAWING SHEET E005

ACTION: Revise drawing as indicated in the attached.

END OF ADDENDUM

PRE-BID MEETING MINUTES May 18, 2017

Client: MS Bureau of Buildings/ Project Name: Academic Student Services Bldg.

Itawamba Community College

Project No.: 16020/ GS# 207-050 ICC Representatives: Wayne Sullivan

Thomas Bonds

John Wayne Harris

Design Professional: Justin Harrington, Architect Jeff Fields

Benjamin Rossetti, Architect

Meeting Place: ICC Tupelo Physical Plant Bldg. Anticipated NTP Date: TBD; 420 Day Contract

Meeting Time: 10:00am Anticipated Completion Date: Fall 2018

1. Introduction of Project Personnel (BoB, ICC Personnel, Design Professionals)

2. Summary Description of the Project

Project includes construction of a two-story 50,000 sq ft steel-framed building and related site work. Building exterior is brick on metal stud along with sloped asphalt shingle or standing seam metal roofing. Scope of Work includes general construction, mechanical, plumbing, fire protection and electrical.

3. Bidding Schedule and Receiving of Bids Procedures a. Project Bid Date is Thursday June 1, 2017. Bids will be received up until 2:00 p.m.

at the Bureau of Building, Grounds and Real Property Management, 501 North West Street, Suite 1401B Woolfolk Building, Jackson, MS, 39201.

b. Instruction to Bidders. c. Bid Proposal Form. d. Information required on the front of the sealed bid envelope (reference Instructions

To Bidders). e. Bid Security (5% of the Base Bid) accompanied by Power of Attorney. f. Bidders to pay close attention to Non-Resident Bidders’ requirements. g. Reference Bidder’s Checklist. h. Allowance for HVAC Controls, carried by mechanical subcontractor, $225,000.

4. Bid Proposal Form

a. Bid Form provided in Project Manual must be used. Fill-in ALL applicable blanks. Prices for all Base Bid, and Alternates must be given.

b. Time of Completion – within 420 days of Notice to Proceed. c. Liquidated Damages - $500 per calendar day. d. Unit Prices - none e. Alternates – Four add alternates, see Division One for descriptions f. Receipt of Addendum. g. Guarantee of Work - include certificate of responsibility number and signature of a

person authorized to enter into a contract with the owner.

5. Owner Special Conditions & Supplementary Conditions

a. Non-Smoking campus b. Any damage to access routes caused by the construction will warrant repair to pre-

construction conditions by the Contractor & should be well documented. c. See schedule of Inclement Weather Days anticipated in Division One Supplement.

6. Work and Site Requirements

a. Site access. b. Material lay down area. c. Work Hours. d. Construction parking. e. Project Sign.

7. Owner’s Concurrent Operation at Site and Adjacencies

a. Streets to east and west must remain open to the public throughout the project. b. Construction fence is to be installed to allow egress from existing doors at Student

Support Building at north edge of project site. If Add Alt #2 is accepted, temporary rerouting of building egress will be coordinated.

c. There is significant scope of electrical work on site to be performed by Tupelo Water & Light. College and Contractor will need to coordinate the timing of their work and allow them access to the project site as required.

d. There is scope of work in this contract for site communications that extends well beyond the project building site. Contractor will be required to coordinate this work with College.

e. Site for parking lot in Add Alt #4 is vacant and would require fencing off. If Add Alt #4 is accepted Contractor would be required to coordinate timing of roadway resurfacing with the College.

f. Study all utility plans for branch installation outside of fenced building site area.

8. Access to Site during Bidding Phase

9. Distribution of Contract Documents – register & order at mccartycompanyplans.com

10. Communication protocol during Bidding Phase & Issuing of Addenda: a. All questions concerning the plans or specifications to be directed to McCarty

Architects – Benjamin Rossetti ([email protected]) b. Request that all questions and comments be submitted by contractors and

subcontractors no later than Thursday, May 25, 2017 at 12:00 pm. c. By state law Addenda cannot go out less than 72-working hours prior to bid

date/time. Allowing for the Memorial Day holiday we must have everything in the contractors’ hands no later than 2:00 p.m. Friday May 26, 2017.

11. Discussion: a. Testing & Balance will be procured by the Owner. b. The site was visited by some in attendance.

12. Attendee Sign-in: See attached sign sheets. The information above represents our interpretation of items discussed and decisions reached during the meeting. Unless we are notified in writing within 3 days of issuing this meeting report, we will assume this information to be correct and proceed accordingly.

Submitted by: Justin Harrington, Architect McCarty Architects, P.A.

DN

UP

UP

DN

DN

UP

STUD WALLNR (NOT RATED)

A

B

SOUND STUD WALLNR (NOT RATED)

STUD WALL1 HOUR RATED (U.L. #U465)

E

TAKE TO DECK ABOVE

09 22 16.D1009 22 16.F1009 29 00.E01

09 22 16.D1009 22 16.F1009 29 00.E0109 29 00.P01

09 22 16.D1009 22 16.F1009 29 00.E0109 29 00.P01

3 5/8" METAL STUDS @ 16" O.C.6" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD

3 5/8" METAL STUDS @ 16" O.C.6" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD3" SOUND ATTENUATION BATTS

3 5/8" METAL STUDS @ 16" O.C.6" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD3" SOUND ATTENUATION BATTS

TAKE TO DECK ABOVE

STUD WALLNR (NOT RATED)

C

09 22 16.C1009 22 16.D1009 22 16.F1009 29 00.E01

2 1/2" METAL STUDS @ 16" O.C.3 5/8" METAL STUDS @ 16" O.C.6" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD (ONE SIDE)

D

SOUND STUD WALLNR (NOT RATED)

09 22 16.C1009 22 16.D1009 29 00.E0109 29 00.P01

2 1/2" METAL STUDS @ 16" O.C.3 5/8" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD (ONE SIDE)3" SOUND ATTENUATION BATTS

TAKE TO DECK ABOVE

STUD WALL2 HOUR RATED (U.L. #U419)

F

TAKE TO DECK ABOVE

09 22 16.D1009 22 16.F1009 29 00.E01

09 29 00.P01

3 5/8" METAL STUDS @ 16" O.C.6" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD(TWO LAYERS EACH SIDE)3" SOUND ATTENUATION BATTS

CMU WALLNR (NOT RATED)

G

04 22 00.A0107 21 00.K0109 22 16.C1009 29 00.E01

8" CONCRETE BLOCK SEE STRUCTURALFOAM INSULATION INSERTS2 1/2" METAL STUDS @ 16" O.C.5/8" TYPE "X" GYPSUM BOARD

CMU WALL1 HOUR RATED (U.L. #U905)

H

04 22 00.A0107 21 00.K0109 29 00.E01

8" CONCRETE BLOCK SEE STRUCTURALFOAM INSULATION INSERTS5/8" TYPE "X" GYPSUM BOARD (OPTIONAL;AS SHOWN IN DRAWINGS)

ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FACE OFSTUD, CMU OR COLUMN CENTERLINE UNLESS NOTEDOTHERWISE.

PROVIDE COMPLETE FIRESTOP AT ALL STRUCTURAL,MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH ALLFIRE RATED ASSEMBLIES.

CONTRACTOR TO PROVIDE 12 GAUGE METAL BLOCKING INWALLS FOR MOUNTING OF ITEMS INCLUDING BUT NOT LIMITEDTO TOILET PARTITIONS & ACCESSORIES, CABINETS,TELEVISIONS, SHELVING, OWNER FURNISHED EQUIPMENT ANDSIMILAR ITEMS. PROVIDE METAL BLOCKING 24" ABOVE ANDBELOW ELECTRICAL JUNCTION BOXES FOR WALL MOUNTEDTV'S.

AT ALL CUSTODIAL MOP SINKS, PROVIDE WALL PROTECTIONWITH 22 GAGE STAINLESS STEEL SKIRT 48” AFF AND 30”WIDE AT EACH WALL FROM CORNER(S) AT ALL ADJACENTWALLS, WITH BENT SEAM AT CORNER(S). NOTE THAT SOMELOCATIONS WILL REQUIRE SKIRTING ON THREE WALLS WHEREAT OTHERS ONLY TWO WALLS WILL BE REQUIRED. SEE PLANSFOR CONFIGURATION OF ROOM AND LOCATION OF SINK.

PROVIDE MOP AND BROOM HOLDER WITH SHELF PERSPECIFICATION 10 28 00 AND AS INDICATED BY “MBH”ABOVE ALL FLOOR SINKS AT CUSTODIAL ROOMS MOUNTED60” AFF. TO BOTTOM OF SHELF.

IN GYPSUM BOARD WALL AND CEILING ASSEMBLIES, INSTALLCONTROL JOINTS IN ACCORDANCE WITH ASTM C840 ATLOCATIONS AS INDICATED ON DRAWINGS BY "CJ". IF NOTINDICATED ON DRAWINGS THEN PROVIDE AT NO MORE THAN30’-0” ON CENTER. COORDINATE ANY DESCREPANCIES WITHARCHITECT.

PROVIDE 3/4" EXTERIOR FIRE RETARDANT TREATEDPLYWOOD BACKER PANELS FROM FLOOR TO 8'-0" AFF,LAYERED OVER GYPSUM BOARD, TO ALL WALLS AT ALLDATA ROOMS.

CONTRACTOR TO COORDINATE HEIGHT OF WALL CLEANOUTCOVERPLATES TO BE MOUNTED ABOVE ADJACENT WALLBASE FINISH.

CONSTRUCT WALLS AROUND COLUMNS AS CLOSE ASPOSSIBLE TO MINIMIZE COLUMN FURRINGS UNLESS NOTEDOTHERWISE.

ADJACENT WALL TYPE CONSTRUCTION APPLIES TO DOORHEADERS.

REFER TO A300 SHEETS (ENLARGED PLANS) FORCONTINUATION OF DIMENSIONS, PARTITION TYPES, AND PLANNOTES.

REFER TO G100 SHEETS (LIFE SAFETY PLANS) FORLOCATION OF FIRE RATED WALLS AND PARTITIONS.

REFER TO A000 SHEETS FOR INFORMATION ON WINDOWTYPES AND DOOR TYPES.

REFER TO AF SERIES DRAWINGS FOR INTERIOR FINISHSCHEDULES.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ED F

2

1

STAIR 01209

1

A503 7' - 1 7/8"1' - 0"10' - 1"5' - 8 1/2"

1' - 4 5/8"R @ 7"24

1' -

3 1/

8"

4' -

8"

7 3/

4"4'

- 8

"3

1/8"

AA

METAL PAN STAIRS05 51 13.A01

1 1/2" DIA. STEEL PIPE HANDRAIL05 51 13.B01

STEEL PIPE GUARDRAIL05 51 13.B02

DSDS

209E

RUBBER RISERS09 65 13.B02

RUBBER TREADS09 65 13.B01

ED F

2

1

1

A503

STAIR 01125

6"8"

8 5/8"

4' - 9 1/2" 10' - 1" 1' - 0" 7' - 4 7/8" 8"6"

R @ 7"24

6"8"

7 1/

8"4'

- 8

"7

3/4"

4' -

8"

3 1/

8"6"


E





12' -

0"

17' - 0" 7' - 0"

125

126

DSDS

A A

CONCEAL LANDINGHANGER ROD IN WALL ORFURR-OUT; SEESTRUCTURAL FOR DETAILS

L

16

11.7

M

R @

7"24

2

A503

8" 7 5/8"3 5/8"

5' - 4" 5 1/4" 5' - 4 1/2"1 1/4"

6"

6"5'

- 3

1/8

"12

' - 1

0"1'

- 0"

8' -

2"

6"8"


H

F

E





STAIR 02145

13' - 1 1/4"

27' -

10"

145

L

16

11.7

M

STAIR 02245

2

A503

6' -

2 1

/8"

7' -

4"1'

- 0"

13' -

3"

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

R @

7"24




H F

E

245





G H

6

7

BRIDGE200

STAIR 03210

1' - 4"6' - 3 1/2"12' - 10"

1' -

0 5/

8"5'

- 5

"6

3/4"

5' -

5"

4

A504

R @ 7"24


ARCHITECTURAL EXPOSED STEEL TUBESTRINGER

05 51 13.A02

METAL COLUMN COVER (18" DIA.)05 58 13.A02

7' - 7 1/8"

6' -

5 3

/4"

HARDWOOD TRIM (BEVELED EDGE)(STAINED)06 20 00.A12

DECORATIVE METAL GUARDRAIL05 73 00.A01

B

7' - 4" 5' - 4 1/2"

12' -

6"

29' - 0"

H


DECORATIVE METAL HANDRAIL05 73 00.A02

(4" x 12")

G H

6

7

NORTH LOBBY130

STAIR 03131

1' - 4"

5' - 4 1/2"7' - 4"

1' -

0 5/

8"5'

- 5

"6

3/4"

5' -

5"

4

A504

R @ 7"24 C

B

B

B C

C

1' -

9"7'

- 2"

3' -

7"

1' -

1"

3 5/8" 3' - 7 3/4"METAL PAN STAIRS05 51 13.A01

DECORATIVE METAL POST05 73 00.A03

6' - 6"8' - 0"

2A602

3A602



05 51 13.A02

HARDWOOD TRIM (STAINED)06 20 00.A11

BIRCH VENEER ON 1/2" MDF (STAINED)06 20 00.E01

8A603

ADD ALTERNATE #1:PROVIDE AND INSTALL NEW FOOD SERVICE EQUIPMENT AT GRILL 143PER SPECIFICATION 114000 (FOODSERVICE EQUIPMENT) ANDEQUIPMENT LIST ON DRAWINGS. ALL ROUGH-INS AND RELOCATION ANDINSTALLATION OF EXISTING FOOD SERVICE EQUIPMENT IS INCLUDED INBASE BID. APPLIANCES OUTSIDE OF GRILL 143 ARE IN BASE BID.

ADD ALTERNATE #2:PROVIDE AND INSTALL CANOPY STRUCTURE AT SIDEWALKS AND TWOENTRY PORCHES AT STUDENT SUPPORT BUILDING NORTH OF NEWBUILDING ON SITE PER DRAWINGS. COLUMNS AND ROOF AT TWO ENTRYPORCHES ARE INCLUDED IN THIS ALTERNATE. ALSO INCLUDED IN THISALTERNATE ARE LIGHT FIXTURES AND ASSOCIATED ELECTRICALMATERIAL AT THESE CANOPIES PER ELECTRICAL SITE LIGHTING PLAN.SIDEWALK PAVING, STEPS, RAMPS, PORCH PAVING AND RAILING AREIN BASE BID.

ADD ALTERNATE #3:PROVIDE AND INSTALL STANDING-SEAM METAL ROOFING AND NON-VENTED NAILBASE INSULATION IN LIEU OF BASE BID ASPHALT SHINGLESAND VENTED NAILBASE INSULATION.

ADD ALTERNATE #4:ADD TWENTY-TWO (22) SPACE PARKING LOT WEST OF BUILDING SITEAND ASSOCIATED DRAINAGE AND LIGHTING AS SHOWN ON CIVIL ANDELECTRICAL DRAWINGS. ALSO INCLUDED IN THIS ALTERNATE ISMILLING, OVERLAY AND RESTRIPING OF EXISTING ASPHALT AS SHOWNCIVIL DRAWINGS.

Itawa

mba

C O

M M

U N

I T Y

C O

L L E

G E

SHEET NUMBER

of

PROJECT NO:

DRAWN BY:

CHECKED BY:

Plot Date:

SHEET TITLE

PR

OJE

CT

TIT

LE

REVISIONS & ADDENDUMS

DATE ISSUED:

MA

ILIN

G A

DD

RESS

:P.

O. B

OX

440

TUPE

LO, M

S 38

802

OFF

ICE

AD

DRE

SS:

533

WES

T M

AIN

STR

EET

TUPE

LO, M

S 38

804

PHO

NE:

(66

2) 8

44-4

400

FAX:

(66

2) 8

44-0

500

5/19

/201

7 4:

31:0

7 P

M

A301

ENLARGEDPLANS

2016020

BKS

JPH

BID DOCUMENTS - 17 MARCH 2017

AC

AD

EM

IC S

TU

DE

NT

SE

RV

ICE

SIT

AW

AM

BA

CO

MM

UN

ITY

CO

LLE

GE

17 MARCH 2017

GS

# 20

7-05

0T

UP

ELO

, MIS

SIS

SIP

PI

MATERIAL KEYING

05 51 13.A01 METAL PAN STAIRS05 51 13.A02 ARCHITECTURAL EXPOSED STEEL

TUBE STRINGER05 51 13.B01 1 1/2" DIA. STEEL PIPE HANDRAIL05 51 13.B02 STEEL PIPE GUARDRAIL05 58 13.A02 METAL COLUMN COVER (18" DIA.)05 73 00.A01 DECORATIVE METAL GUARDRAIL05 73 00.A02 DECORATIVE METAL HANDRAIL05 73 00.A03 DECORATIVE METAL POST06 20 00.A11 HARDWOOD TRIM (STAINED)06 20 00.A12 HARDWOOD TRIM (BEVELED

EDGE)(STAINED)06 20 00.E01 BIRCH VENEER ON 1/2" MDF

(STAINED)09 65 13.B01 RUBBER TREADS09 65 13.B02 RUBBER RISERS

GENERAL NOTES

WALL TYPES

1 Addendum 2 Date 2

A102a 1/4" = 1'-0"

1 STAIR 01 - SECOND FLOOR

A101a 1/4" = 1'-0"

4 STAIR 01 - FIRST FLOOR

A101b 1/4" = 1'-0"


A102b 1/4" = 1'-0"


A102b 1/4" = 1'-0"


A101b 1/4" = 1'-0"


NORTH

NORTH

NORTH

NORTH

NORTH

NORTH

ADD ALTERNATES

1

brossetti

Text Box

24 MAY 2017

FIRST FLOOR FFE0"

SECOND FLOOR FFE14' - 0"

HIGH TRUSS BEARING26' - 8"

GH

LOW TRUSS BEARING23' - 8"

J

3' -

6"

A504

3 Sim

6"

12"

5/8" TYPE "X" GYPSUM BOARD09 29 00.E01

1/2" RESILIENT FURRING CHANNEL @ 16" O.C.09 22 16.H01

ROOF TRUSSES SEE STRUCTURAL05 44 00.A01

ACOUSTICAL LAY-IN CEILING09 51 13.A01


METAL STUD FRAMING09 22 16.A01







9' - 8"


COMPOSITE FLOOR DECK SEE STRUCTURAL03 30 00.A06

HARDWOOD TRIM (BEVELED EDGE)(STAINED)06 20 00.A12


05 51 13.A02



(4" X 12")

ALL INTERIOR AND EXTERIOR DIMENSIONS ARE TO FACE OFSTUD, CMU OR COLUMN CENTERLINE UNLESS NOTEDOTHERWISE.

PROVIDE COMPLETE FIRESTOP AT ALL STRUCTURAL,MECHANICAL AND ELECTRICAL PENETRATIONS THROUGHALL FIRE RATED ASSEMBLIES.

SEE SHEET GOO1 FOR STANDARD WALL TYPES. CONFIRMALL WINDOW AND DOOR OPENING SIZES WITHMANUFACTURER.

CONTRACTOR TO INSURE PROPER SEALING OF ALLPENETRATIONS MADE INTO OR THROUGH THE EXTERIORCONTINUOUS INSULATION BOARD. ALL JOINTS ORPENETRATIONS MUST BE PROPERLY SEALED WITH JOINTSEAL FOAM TAPE OR COLD - FLUID APPLIEDWATERPROOFING FLASHING.

CONTRACTOR TO PROVIDE 12 GAUGE METAL BLOCKING INWALLS FOR MOUNTING OF ITEMS INCLUDING BUT NOTLIMITED TO TOILET PARTITIONS & ACCESSORIES, CABINETS,TELEVISIONS, SHELVING, OWNER FURNISHED EQUIPMENTAND SIMILAR ITEMS. PROVIDE METAL BLOCKING 24" ABOVEAND BELOW ELECTRICAL JUNCTION BOXES FOR WALLMOUNTED TV'S.

CONSTRUCT WALLS AROUND COLUMNS AS CLOSE ASPOSSIBLE TO MINIMIZE COLUMN FURRINGS UNLESS NOTEDOTHERWISE.

REFER TO A000 SHEETS FOR TYPICAL WINDOW ANDCURTAIN WALL DETAILS.

1.

2.

3.

4.

5.

6.

7.

AIR & WEATHER BARRIER:BUILDING ENVELOPE FORMS AN "AIR & WEATHER BARRIER" BYSEALING THE CONTINUOUS BOARD INSULATION TIGHT TO THEMETAL ROOF DECK ABOVE AND AROUND THE ENTIRE BUILDINGPERIMETER. PROVIDE ALL MATERIALS AND ACCESSORIES TOACHIEVE A CONTINUOUSLY SEALED BARRIER. ALL JOINTS ANDPENTRATIONS THROUGH THE "AIR & WEATHER BARRIER" SHALL BEPROPERLY SEALED. REFER TO SPECIFICATIONS.ALSO, SEAL THE INTERIOR GYPSUM BOARD TIGHT TOSTRUCTURAL ROOF DECK AROUND THE ENTIRE BUILDINGPERIMETER.

FIRE STOP ASSEMBLIES:CONTRACTOR SHALL INSTALL U.L. APPROVED FIRE STOPASSEMBLIES WHERE REQUIRED TO FILL VOIDS BETWEEN RATEDFLOOR OR WALL CONDTIONS. FIRE STOP ASSEMBLIES TOMAINTAIN RATING OF ADJACENT RATED FLOOR OR WALLASSEMBLY. WALL RATINGS MUST BE MAINTAINED BEHIND ALLRECESSED ITEMS.

MASONRY WEEPS:MASONRY CONTRACTOR RESPONSIBLE FOR COORDINATINGLOCATION OF MEMBRANE FLASHING AND WEEPS WITH THE FINISHGRADE ELEVATIONS AROUND PERIMETER OF THE BUILDING ANDAT AREAS WHERE CONCRETE PAVING IS AGAINST THE BUILDING.WEEPS ARE NOT TO BE INSTALLED BELOW GRADE OR PAVING.REFER TO A500 SHEETS FOR TYPICAL DETAILS.

FACE BRICK AT OPENINGS:MASONRY CONTRACTOR RESPONSIBLE FOR SAW-CUTTING ALLBRICK AT THE JAMB OF OPENINGS TO FIT CLOSE AGAINSTTREATED BLOCKING OR BOARD INSULATION IN ORDER TOPROVIDE SUFFICENT COVERAGE FOR SEALANT & BACKER RODJOINT. TROWEL-CUTTING BRICK WILL NOT BE ALLOWED. REFERTO A000 SHEETS FOR TYPICAL DETAILS.


H



7 1/2" 1' - 11 3/8"

4 1/4"

FRAMING SEE STRUCTURAL05 12 00.F01

ALUMINUM FRAMING SEE SCHEDULE08 41 13.A01

1/2" GYPSUM COVER BOARD07 52 16.E02

SBS-MODIFIED BITUMINOUS SHEET ROOFING07 52 16.A01






ALUMINUM TRIM07 71 20.A05


FLASHING07 52 16.B01

5/8" PLYWOOD SHEATHING06 16 00.D02

CORRUGATED METAL DECK SEESTRUCTURAL

05 31 00.A02

2' -

8"

COMPOSITE FLOOR DECK SEE STRUCTURAL03 30 00.A06

POLYISOCYANURATE INSULATION BOARD07 52 16.C01


6"

1/4" / 12"


TREATED BLOCKING06 10 00.M11


A


FORMED FLAT SOFFIT PANEL07 71 20.D01

STEEL BEAM SEE STRUCTURAL05 12 00.A01


(BEYOND)

7" 1' - 5"

4" VENTED TRIM07 71 20.D02


GFRC PROFILE #103 49 00.A01


GFRC COLUMN COVER (36" DIA.)03 49 00.A03



METAL STUD FRAMING09 22 16.A01METAL STUD FRAMING09 22 16.A01

6" METAL STUDS SEE STRUCTURAL05 41 00.A01


7/16" OSB SHEATHING06 16 00.C01

STANDING-SEAM ROOF PANELS07 41 13.A01

1' - 3" 3' - 4"

5" 1" 8" 6"

SELF-ADHERED UNDERLAYMENT07 41 13.A04

5/8" GYPSUM SHEATHING06 16 00.A047/8" FURRING CHANNEL09 22 16.H10

ATTACH FURRING AND GYP BOARDTO BOTTOM OF TRUSSES TO SUPPORTBATT INSULATION

R-19 BATT INSULATION07 21 00.B01

5/8" GYPSUM SHEATHING06 16 00.A04



05 31 00.A02

NAILABLE ROOF INSULATION (NON-VENTED)06 16 00.B02






GUSSETTS, CLIPS, BLOCKINGPER CORNICE MANUFACTURERRECOMMENDATIONS

EXTRUDED ALUMINUM GUTTER07 71 20.A03

SEALANT07 92 00.H01

24' - 10"

6"

12"

PREFINISHED ALUMINUM FLASHING07 62 00.G01

1' -

4 1/

4"

2X TREATED BLOCKING06 10 00.M15

EXTRUDED ALUMINUM CORNICE07 71 20.A01

STORMPROOF LOUVER W/INSECT SCREEN08 90 00.A01 L-1

5




J.2



1' - 0" 1' - 0"




GFRC COLUMN COVER (24" DIA.)03 49 00.A04



METAL STUD FRAMING09 22 16.A01METAL STUD FRAMING09 22 16.A01


7/16" OSB SHEATHING06 16 00.C01



2' - 0" 10"

6" 4" 4" 6"

5/8" GYPSUM SHEATHING06 16 00.A04

7/8" FURRING CHANNEL09 22 16.H10

R-19 BATT INSULATION07 21 00.B01

6"

12"

SEALANT07 92 00.H01

PREFINISHED ALUMINUM FLASHING07 62 00.G01






20


1

3



05 31 00.A02

NAILABLE ROOF INSULATION (NON-VENTED)06 16 00.B02



TREATED BLOCKING06 10 00.M11




EXTRUDED ALUMINUM CORNICE07 71 20.A01

EXTRUDED ALUMINUM PANEL07 71 20.A02

ROLOK SILL04 21 13.B03

FACE BRICK04 21 13.A011" BOARD INSULATION

07 21 00.F01



R-19 BATT INSULATION07 21 00.B016" METAL STUDS SEE STRUCTURAL05 41 00.A01



1/2" RESILIENT FURRING CHANNEL @ 16" O.C.09 22 16.H01

3' - 4"

1' - 2"

SEALANT07 92 00.H01

6"

12"

EXTRUDED ALUMINUM GUTTER07 71 20.A03

Itawa

mba

C O

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SHEET NUMBER

of

PROJECT NO:

DRAWN BY:

CHECKED BY:

Plot Date:

SHEET TITLE

PR

OJE

CT

TIT

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DATE ISSUED:

MA

ILIN

G A

DD

RESS

:P.

O. B

OX

440

TUPE

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S 38

802

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533

WES

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STR

EET

TUPE

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S 38

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5/19

/201

7 4:

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1 P

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A504

WALLSECTIONS

2016020

BKS

JPH


AC

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GS

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PI

1 Addendum 2 Date 2

A301 3/8" = 1'-0"

4 WALL SECTION - STAIR 03

GENERAL NOTES

SPECIAL NOTES

A502 1" = 1'-0"

3 DETAIL - NORTH VESTIBULE

A502 1" = 1'-0"

1 SECTION DETAIL - SOUTH ENTRY

MATERIAL KEYING

03 30 00.A06 COMPOSITE FLOOR DECK SEESTRUCTURAL

03 49 00.A01 GFRC PROFILE #103 49 00.A02 GFRC PROFILE #203 49 00.A03 GFRC COLUMN COVER (36" DIA.)03 49 00.A04 GFRC COLUMN COVER (24" DIA.)03 49 00.A05 GFRC PROFILE #303 49 00.A06 GFRC PROFILE #404 21 13.A01 FACE BRICK04 21 13.B03 ROLOK SILL05 12 00.A01 STEEL BEAM SEE STRUCTURAL05 12 00.F01 FRAMING SEE STRUCTURAL05 31 00.A02 CORRUGATED METAL DECK SEE

STRUCTURAL05 41 00.A01 6" METAL STUDS SEE STRUCTURAL05 44 00.A01 ROOF TRUSSES SEE STRUCTURAL05 51 13.A02 ARCHITECTURAL EXPOSED STEEL

TUBE STRINGER05 58 13.A02 METAL COLUMN COVER (18" DIA.)06 10 00.M11 TREATED BLOCKING06 10 00.M15 2X TREATED BLOCKING06 16 00.A04 5/8" GYPSUM SHEATHING06 16 00.B02 NAILABLE ROOF INSULATION

(NON-VENTED)06 16 00.C01 7/16" OSB SHEATHING06 16 00.D02 5/8" PLYWOOD SHEATHING06 20 00.A11 HARDWOOD TRIM (STAINED)06 20 00.A12 HARDWOOD TRIM (BEVELED

EDGE)(STAINED)06 20 00.E01 BIRCH VENEER ON 1/2" MDF

(STAINED)07 21 00.B01 R-19 BATT INSULATION07 21 00.F01 1" BOARD INSULATION07 41 13.A01 STANDING-SEAM ROOF PANELS07 41 13.A04 SELF-ADHERED UNDERLAYMENT07 52 16.A01 SBS-MODIFIED BITUMINOUS SHEET

ROOFING07 52 16.B01 FLASHING07 52 16.C01 POLYISOCYANURATE INSULATION

BOARD07 52 16.E02 1/2" GYPSUM COVER BOARD07 62 00.G01 PREFINISHED ALUMINUM FLASHING07 71 20.A01 EXTRUDED ALUMINUM CORNICE07 71 20.A02 EXTRUDED ALUMINUM PANEL07 71 20.A03 EXTRUDED ALUMINUM GUTTER07 71 20.A05 ALUMINUM TRIM07 71 20.D01 FORMED FLAT SOFFIT PANEL07 71 20.D02 4" VENTED TRIM07 92 00.H01 SEALANT08 41 13.A01 ALUMINUM FRAMING SEE SCHEDULE08 90 00.A01 STORMPROOF LOUVER W/INSECT

SCREEN09 22 16.A01 METAL STUD FRAMING09 22 16.H01 1/2" RESILIENT FURRING CHANNEL

@ 16" O.C.09 22 16.H10 7/8" FURRING CHANNEL09 29 00.E01 5/8" TYPE "X" GYPSUM BOARD09 51 13.A01 ACOUSTICAL LAY-IN CEILING

A502 1" = 1'-0"

2 ENTABLATURE DETAIL - NORTH ENTRY

ADD ALTERNATES

A501 1" = 1'-0"

5 ROOF EDGE @ ALUM PANEL & BRICK

1

brossetti

Text Box

24 MAY 2017

2' -

10

1/2"

1' -

0"3'

- 0

"

SOLID POLYMER SURFACINGCOUNTERTOP W/ INTEGRALBACKSPLASH

06 41 16.G01

2' - 0"

ADJUSTABLE SHELVES06 41 16.C01

2' - 1"

PLASTIC LAMINATE ON SOLIDSUBSTRATE

06 41 16.A04

1' - 3"

EQEQ

EQEQ

EQ

PLASTIC LAMINATE ON SOLID SUBSTRATE06 41 16.A04

2' -

6"

1' -

6"3'

- 0

"


06 41 16.G01

1' - 0"

2' - 0"



2' - 1"


06 41 16.A04


06 41 16.A04

INTEGRAL LAVATORY

2' -

10"

2' - 0"

2' - 1"


06 41 16.G01

2"5"

1' -

2"11

"

1' - 2"

PLASTIC LAMINATE ACCESSPANEL

06 41 16.A05

2' -

6"

1' -

6"3'

- 0

"

1' - 0"

2' - 0"

2' - 1"SOLID POLYMER SURFACINGCOUNTERTOP W/ INTEGRALBACKSPLASH

06 41 16.G01



06 41 16.A04


06 41 16.A04

3' -

0"

36 24 36 24 36 24 36 24 36 24

2

8 5

2

2626

SOLID POLYMER SURFACING MATERIAL06 41 16.G03


INTERGRAL QUARRY COVE BASE09 30 13.J01

OPENOPEN

OVERHEAD COILING COUNTER DOOR08 33 23.A02

7

1 2 4 3

9

N

3' -

0"

36 24 18 24SOLID POLYMER SURFACING MATERIAL06 41 16.G03


4' -

2"

3' -

0"

OVERHEAD COILING COUNTER DOOR08 33 23.A02

FE OPEN4' - 8"

CONTRACTOR TO PROVIDE 12 GAGE METAL BLOCKING INSTUD WALLS FOR ANCHORAGE OF WALL MOUNTED ITEMSINCLUDING BUT NOT LIMITED TO TOILET ACCESSORIES, WALLCABINETS, WOOD MOULDINGS, WALL MOUNTED TV'SSHELVING, TOILET PARTITIONS, OWNER FURNISHEDEQUIPMENT INDICATED AND SIMILAR ITEMS.

SEE SPECIFICATION SECTION 113100 FOR DETAIL ONRESIDENTIAL APPLIANCES.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFING ALLOVERALL AND CLEAR DIMENSIONS.

1.

2.

3.

10 28 00.L01MOP AND BROOM HOLDERMBH

FEC

FEB

10 44 13.B01SEMI-RECESSED FIREEXT. CABINET

10 44 13.C01FIRE EXT. BRACKET

DS PREMANUFACTUREDALUMINUMDOWNSPOUT

EDF

ELECTRIC DRINKINGFOUNTAIN - SEE PLUMBING

MBH

CONTROL JOINT ATGYPSUM BOARD

CJ

10 28 00.D01GRAB BAR

GB-18, GB-36, GB-42

PAPER TOWELDISPENSER BY OWNER

PTD

SOAP DISPENSER BYOWNER

SD

TOILET TISSUEDISPENSER BY OWNER

TTD

10 28 00.Y01MIRROR UNIT (24" X 36")

MR

10 28 00.F01SANITARY NAPKINDISPOSAL UNIT

SND

10 28 00.P01COAT HOOK

CH

FE 06 41 16.A10FINISH PLASTIC LAMINATEEND

SB 06 41 16.D03METAL SUPPORT BRACKET(BLACK)

FD FLOOR DRAIN

FS FLOOR SINK - SEEPLUMBING





5 1/

2"

2' -

8 1

/2"

1/4"

4' -

6 3

/4"

1/4"

1' -

1 1/

4"

5 1/

2"

EQ EQ EQPLASTIC LAMINATE ON SOLID SUBSTRATE06 41 16.A04

(COLOR #1 ACROSS ENTIRE BAND)






1/4" X 1" BRONZE REVEALTYPICAL FOR HORIZONTAL JOINTS

1/4" X 1" BRONZE REVEAL

PLASTIC LAMINATE SEAMTYPICAL FOR VERTICAL JOINTS


05 51 13.A02

ALIGN POSTS VERTICALLY

PLATFORM - SEE DETAILS



DECORATIVE METAL POST05 73 00.A03


FIRST FLOOR FFE0"


05 51 13.A02

1' - 0"STAIRS BEYOND



2' -

0"

1' -

10"

CAST METAL POST CAP05 73 00.B03

CAST METAL SPINDLE05 73 00.B01

CAST METAL COLLAR05 73 00.B02



(POWDER-COATED ALUMINUM)

(NATURAL FINISH BRONZE)


(NATURAL FINISH BRONZE)

(POWDER-COATED STEEL)





POWDER-COATEDALUMINUM HANDRAILSUPPORT

POWDER-COATEDALUMINUM RAILSUPPORT

POWDER-COATEDALUMINUM GUARDRAILSUPPORT

1' - 0"

(4" X 12")

Itawa

mba

C O

M M

U N

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C O

L L E

G E

SHEET NUMBER

of

PROJECT NO:

DRAWN BY:

CHECKED BY:

Plot Date:

SHEET TITLE

PR

OJE

CT

TIT

LE


DATE ISSUED:

MA

ILIN

G A

DD

RESS

:P.

O. B

OX

440

TUPE

LO, M

S 38

802

OFF

ICE

AD

DRE

SS:

533

WES

T M

AIN

STR

EET

TUPE

LO, M

S 38

804

PHO

NE:

(66

2) 8

44-4

400

FAX:

(66

2) 8

44-0

500

5/19

/201

7 4:

31:1

2 P

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A603

MILLWORK &INTERIOR

ELEVATIONS

2016020

AWH

Checker


AC

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1 Addendum 2 Date 2

A601 1" = 1'-0"

1 MILLWORK SECTION

A601 1" = 1'-0"

5 MILLWORK SECTION

A601 1" = 1'-0"

6 MILLWORK SECTION

1" = 1'-0"

7 MILLWORK SECTION

A101b 3/8" = 1'-0"

2 GRILL ELEVATION

A101b 3/8" = 1'-0"

10 GRILL ELEVATION

MATERIAL KEYING

05 51 13.A02 ARCHITECTURAL EXPOSED STEELTUBE STRINGER

05 73 00.A01 DECORATIVE METAL GUARDRAIL05 73 00.A02 DECORATIVE METAL HANDRAIL05 73 00.A03 DECORATIVE METAL POST05 73 00.B01 CAST METAL SPINDLE05 73 00.B02 CAST METAL COLLAR05 73 00.B03 CAST METAL POST CAP06 20 00.A11 HARDWOOD TRIM (STAINED)06 41 16.A04 PLASTIC LAMINATE ON SOLID

SUBSTRATE06 41 16.A05 PLASTIC LAMINATE ACCESS PANEL06 41 16.C01 ADJUSTABLE SHELVES06 41 16.G01 SOLID POLYMER SURFACING

COUNTERTOP W/ INTEGRALBACKSPLASH

06 41 16.G03 SOLID POLYMER SURFACINGMATERIAL

08 33 23.A02 OVERHEAD COILING COUNTER DOOR09 30 13.J01 INTERGRAL QUARRY COVE BASE

MARK DESCRIPTION PROVIDE ROUGH-IN INSTALL1 COKE DISPENSER OWNER GC GC2 ICED TEA MACHINE OWNER GC GC3 CAPPUCCINO

MACHINEOWNER GC GC

4 COFFEE MACHINE OWNER GC GC5 HOT DISPLAY OWNER GC GC6 BURGER SLIDE OWNER GC GC7 TOP MOUNT ICE

MACHINEOWNER GC GC

8 STEAMERCOUNTERTOP INSET

OWNER GC GC

9 REFRIGERATEDCOUNTER CASE

GC GC GC

10 STEAMER TABLE GC GC GC11 PIZZA OVEN OWNER GC GC12 LOW REFRIGERATOR OWNER GC GC13 ICE MACHINE W/

BOTTOM BINOWNER GC GC

14 FRYER OWNER GC GC15 COMBO GRIDDLE /

COOKTOPGC GC GC

16 HOOD OWNER GC GC17 OVEN STACKED OWNER GC GC18 STEAM OVEN OWNER GC GC19 SINK W/ FOOT PEDAL OWNER GC GC20 PREP TABLE OWNER - GC21 PREP TABLE W/

BACKSPLASHOWNER - GC

22 FOOD SLICER OWNER GC GC23 3 COMPARTMENT

SINKOWNER GC GC

24 DISH WASHER GC GC GC25 FREEZER / COOLER GC GC GC26 CASH REGISTER OWNER GC GC27 BAG IN BOX OWNER GC GC28 CO2 CAGE OWNER GC GC29 COPIER OWNER GC OWNER30 REFRIGERATOR OWNER GC GC

EQUIPMENT LIST

LEGEND

GENERAL NOTES

ADD ALTERNATES

A101b 3/8" = 1'-0"

3 GRILL ELEVATION

A101b 3/8" = 1'-0"

8 LOBBY STAIRS

1" = 1'-0"

4 STAIR DETAIL

1

brossetti

Text Box

24 MAY 2017

PROJECT NO.: 16020 ITAWAMBA COMMUNITY COLLEGE TUPELO, MS GS #207-050 ACADEMIC STUDENT SERVICES BUILDING

MARCH 2017 DECORATIVE METAL RAILING – 057300 4 OF 10

3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.11 FIELD CONDITIONS

A. Field Measurements: Verify actual locations of walls and other construction contiguous with railings by field measurements before fabrication and indicate measurements on Shop Drawings.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For components exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes.

B. Bronze handrails, light oil rubbed bronze.

1. Comply with following standards for forms and types; alloys refer to standards of Copper

Development Association; intent is to provide matching color and finish on exposed metal components. a. Extruded Shapes: ASTM B455; Alloy 38500, Architectural Bronze. b. Plates and Bars: Alloy C28000, Muntz metal. c. Seamless Tube: ASTM B135, Alloy C28000. d. Castings: ASTM B584, matching color of other bronze. e. Rod: ASTM B134, Alloy C23000.

C. Handrails: Bronze alloy (C38500), traditional moulding equal to Julius Blum 4539 Bronze with Volute termination fitting at top and bottom of stair. Mount on 1 ¼” x ¾” powder-coated aluminum channel. See drawings for assembly details. Post-mount brackets equal to Julius Blum 383 powder-coated aluminum.

D. Guardrail top rail: Bronze alloy (C38500), traditional moulding equal to Julius Blum 4574 Bronze. Mount on 1 ½” x ¾” powder-coated aluminum channel. See drawings for assembly details.

E. Guardrail infill spindles: Steel spindle equal to Julius Blum 327, spaced at 4 inches on center. Steel to be powder coated, architect to select color.

F. Guardrail bottom rail: Powder-coated aluminum 1 ½” x 5 8” flat bar.

G. Posts: Powder-coated aluminum structural square tubing, 3” x 3”. Post collars equal to Julius Blum 5 8” x 5 8” 6063-T52 aluminum tube with 6952 aluminum Cove Moulding top and bottom, all miter-cut and powder-coated. Base collar equal to Julius Blum 6063-T52 aluminum 3 8” x 3” flat bar, miter-cut and chamfered at top. Post cap equal to Julius Blum cap style A, powder-

PROJECT NO.: 16020 ITAWAMBA COMMUNITY COLLEGE TUPELO, MS GS #207-050 ACADEMIC STUDENT SERVICES BUILDING

MARCH 2017 DECORATIVE METAL RAILING – 057300 5 OF 10

coated aluminum. Collar under cap equal to Julius Blum 6955 aluminum Cove Moulding, miter-cut and powder-coated. See drawings for assembly details.

H. Anchors: Type best suited to application as indicated on the Drawings. Posts to be blind-mounted to stringer with internal mechanical fastening.

2.2 PERFORMANCE REQUIREMENTS

A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design railings, including attachment to building construction.

B. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following:

1. Copper Alloys: 60 percent of minimum yield strength.

C. Structural Performance: Railings, including attachment to building construction, shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:

1. Handrails and Top Rails of Guards:

a. Uniform load of 50 lbf/ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently.

2. Infill of Guards:

a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft. b. Infill load and other loads need not be assumed to act concurrently.

D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior railings by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects.

1. Temperature Change: 120 deg F ambient; 180 deg F, material surfaces.

2.3 METALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes.

B. Brackets, Flanges, and Anchors: Same metal and finish as supported rails unless otherwise indicated.

1. Provide cast-metal brackets with flange tapped for concealed anchorage to threaded hanger bolt.

2. Provide either formed- or cast-metal brackets with predrilled hole for exposed bolt anchorage.

MH

T

2

2 2 2

34

EXISTING UNDERGROUNDPRIMARY TO RECONNECTED

5

6

1

3

4

7

1

4

3

6

1

4

6

3

9

EXISTING OVERHEADTO REMAINNEW OVERHEAD LINE

BY UTILITY

22

PIV16

PIV16

LOCATION OF FUTURE ROAD.NOT EQUIPMENT TO BELOCATED HERE.

17

171

43

21

2223

17

18

17

17

17

18

21

17

1717

19

2

242

252

262

252

625

2

Itawa

mba

C O

M M

U N

I T Y

C O

L L E

G E

SHEET NUMBER

of

PROJECT NO:

DRAWN BY:

CHECKED BY:

Plot Date:

SHEET TITLE

PRO

JEC

T TI

TLE


DATE ISSUED:

MA

ILIN

G A

DD

RESS

:P.

O. B

OX

440

TUPE

LO, M

S 38

802

OFF

ICE

AD

DRE

SS:

533

WES

T M

AIN

STR

EET

TUPE

LO, M

S 38

804

PHO

NE:

(66

2) 8

44-4

400

FAX:

(66

2) 8

44-0

500

4633 TROUSDALE DRIVENASHVILLE, TN 37204PHONE: 615-661-6211ENVISION PROJECT # 16065.00

5/23

/201

7 2:

52:3

8 PM

E005

ELECTRICALSITE PLAN

2016020

Author

Checker

BID DOCUMENTS – 17 MARCH 2017

ACAD

EMIC

STU

DEN

T SE

RVI

CES

ITAW

AMBA

CO

MM

UN

ITY

CO

LLEG

E

17 MARCH 2017

GS#

207

-050

2 Addendum 2 05/23/2017

1" = 30'-0"

1 ELECTRICAL SITE PLAN

GENERAL NOTES

#KEY NOTESNEW TERMINATION CABINET.

NEW UNDERGROUND PRIMARY SERVICE.

NEW UNDERGROUND PRIMARY.

NEW PAD MOUNTED UTILITY TRANSFORMER. INSTALL PAD PER UTILITYREQUIREMENTS. SERVICE TO BUILDING WILL BE ON EXISTING CAMPUSMASTER METER.

NEW CONTACTOR FURNISHED AND INSTALLED GENERATOR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

14.

A. COORDINATE ALL ELECTRIC SERVICE WORK WITH UTILITYCOMPANY.

B. NEW UNDERGROUND ELECTRICAL SERVICE TO BE INSTALLEDPRIOR TO DEMOLITION OF EXISTING OVERHEAD. BUILDING LOSS OFPOWER TO BE AS MINIMAL AS POSSIBLE AND CORRDINATED 4 WEEKSAHEAD OF TIME WITH ITAWAMBA REPRESENTATIVE. SEQUENCE OFBUILDING POWER CHANGE OVER TO BE COORDINATED PRIOR TOCONSTRUCTION BEGINNING.

C. 2" CONDUIT SHOWN IN TRENCH DETAILS FOR COMCAST SERVICE.CONTRACTOR TO COORDINATE ANY ADDITIONAL REQUIREMENTSWITH SERVICE VENDOR.

D. INSTALL ALL CONDUITS PER TUPELO WATER AND LIGHT.

E. ALL PRIMARY WIRING MUST TURN UP INTO THE CABINETS WITHLONG RADIUS RIGID 90'S.

F. ALL CONDUIT INSTALLED FOR TUPELO WATER AND LIGHT'SPRIMARY MUST BE A MINIMUM OF SCHEDULE 40.

NEW UNDERGROUND SECONDARY. ROUTE CONDUITS UP BUILDINGEXTERIOR. CONNECT FEEDER TO EXISTING SECONDARY AT EXISTINGWEATHER HEAD.

NEW SECONDARY. REFER TO RISER DIAGRAM.

NOT USED.

APPROXIMATE LOCATION OF ELECTRICAL ROOM.

EXISTING SITE LIGHT.

EXISTING LIGHTS TO BE RECIRCUITED.

ROUTE 1" CONDUIT FROM LIGHT POLE TO SECOND FLOOR DATAROOM FOR FUTURE CAMERA.

APPROXIMATE LOCATION OF SECOND FLOOR DATA ROOM.

15. NOT USED.

16. FURNISH AND INSTALL FIRE ALARM MONITOR MODULE AT PIV. COORDINATE WITH CIVIL FOR EXACT LOCATION.

17. INSTALL PER TRENCH DETAIL A ON SHEET E501.

18. INSTALL PER TRENCH DETAIL B ON SHEET E501.

19. INSTALL PER TRENCH DETAIL C ON SHEET E501.

20. INSTALL PER TRENCH DETAIL D ON SHEET E501.

21. NEW UNDERGROUND SECONDARY.

22. NEW INGRADE PULL/SPICE BOX. SET BOX TO INTERCEPT EXISTING SECONDARY FEEDER AND SPLICE WITH NEW SECONDARY.

23. EXISTING SECONDARY FEEDER.

2

24. EXISTING 400A THREE PHASE SERVICE TO BE REFED. REFER TO EXISTING FEEDER FOR WIRE SIZE.



2

2

UP

L N P

10

12

16

MECH146

13

11.7

14

M

MECHANICAL YARD

CHILLER

GENE

RATO

R

COND

ENSE

R UNIT

S

AHU-1

FD

FD

FD

FD FD

BOILER149ELECTRICAL

150

ELECTRICAL151

STAIR 02145

MHU-1

DSDSDS

DS DS

DS

DS

DS

FEB

FEB

FD

PRIMARY PUMP IN VERTICALP1 & P2

B-1

B-2

OUTSIDE AIR LOUVER(6'-0"x5'-0")

REL

IEF

AIR

LO

UVE

R(6

'-0"x

5'-0

")

HHW EXPANSIONTANK

CHW EXPANSION TANK

VFD (TYP.)

OUTSIDE AIR LOUVER(4'-0"x3'-0")

AHU-1

CHILLER#1

AIR SEPARATOR

P-3

P-4

SERVICE CLEARANCE

CHWP-1

CHWP-2

CHWP-3

CHWP-4

CHEMICAL POT FEEDER

CHEMICAL POT FEEDER

1

8" COMBUSTION AIR INTAKEAND 8" BOILER FLUE. ROUTE FLUEPIPING TO THE WALL. COORIDIANTEFLUE INSTALLATION WITH FLUE PIPEMANUFACTURER. TYPICAL.

ROUTE PIPING UNDERGROUND.PROVIDE HEAT TRACE FOR ABOVEGROUND EXPOSED PIPING PORTION

4" HWS 4" HWR

6" CHWR6" CHWS

6" CHWR6" CHWS

3" CHWR3" CHWS

2 1/2" HWR2 1/2" HWS

E

T

FC-2

FC-1

FC-5

FC-7

CONDENSERUNITS FORWALK-INCOOLER

54"x20"

60"x20"

MAU-130

"x24

"

EF-5

FC-9

FC-6

ACC-1

T

T

T

T

1 1/2" HWR1 1/2" HWS

2 1/2" CHWR2 1/2" CHWS

26"ø

2M504

CONDENSERUNITS FORWALK-INCOOLER

46"x30"

AIR SEPARATOR

2

FIRST FLOOR FFE0"



N P


M

TRUSS BEARING26' - 8"

FIRST FLOOR FFE0' - 0"


K L

30"x46"

30"x

46"

20"x

54"

30"x

24"

MAU-1

AHU-1

14"x

82"

23"x

58"

OUTSIDE AIRLOUVER

OUTSIDE AIRLOUVER

RELIEF AIR LOUVER Itawa

mba

C O

M M

U N

I T Y

C O

L L E

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SHEET NUMBER

of

PROJECT NO:

DRAWN BY:

CHECKED BY:

Plot Date:

SHEET TITLE

PRO

JEC

T TI

TLE


DATE ISSUED:

MA

ILIN

G A

DD

RESS

:P.

O. B

OX

440

TUPE

LO, M

S 38

802

OFF

ICE

AD

DRE

SS:

533

WES

T M

AIN

STR

EET

TUPE

LO, M

S 38

804

PHO

NE:

(66

2) 8

44-4

400

FAX:

(66

2) 8

44-0

500

4633 TROUSDALE DRIVENASHVILLE, TN 37204PHONE: 615-661-6211ENVISION PROJECT # 16065.00

5/23

/201

7 1:

51:4

0 PM

M504

HVACENLARGED

MECHANICALROOM PLAN

2016020

FW

RKB


ACAD

EMIC

STU

DEN

T SE

RVI

CES

ITAW

AMBA

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UN

ITY

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17 MARCH 2017

GS#

207

-050

1/4" = 1'-0"

1 HVAC FIRST FLOOR - ENLARGED MECHANICAL ROOM

GENERAL NOTES

KEY NOTES #

NORTH

A. XXX

1. EXTEND REFRIGERANT PIPING FROM INDOOR UNIT TO OUTDOOR UNIT. SIZEREFRIGERANT PIPING PER THE MANUFACTURER'S RECOMMENDATIONS.

1/4" = 1'-0"

2 MECHANICAL ROOM SECTION

2 Addendum#2 05-23-2017