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Mohler Communications Technology Center Bates Technical College State Project No. 2008-113 G (4-1) Re: Addendum No. 2 Pages: 55 Via: Bid Caster From: Mark Bergquist Date: February 11, 2014

w w w . m c g r a n a h a n . c o m 0911-11

All Registered Planholders

Plan holders, The attached Addendum No. 2 is issued for the purpose of clarification of the Project Manual and related documents. All items included herein shall be part of the Contract Documents. Notes: 1. This addendum is being sent to all plan holders. Contents: 1. Addendum No. 2 Introduction 2. Architectural Addendum No. 2 3. Structural Addendum No. 2 4. Mechanical Addendum No. 2 5. Electrical Addendum No. 2 6. Attachments

a. ASK-027 through ASK-039 b. SSK-001 through SSK-027 c. MSK-011 through MSK-014 d. Electrical Substitution Request Log

MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 1 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS

mcg-ARC 0911 February 11, 2014

MOHLER COMMUNICATIONS TECHNOLOGY CENTER BATES TECHNICAL COLLEGE

ADDENDUM NO. 2 INTRODUCTION

This addendum is hereby made part of the Contract Documents for the Mohler Communications Technology Center, Bates Technical College, and as such, is part of the Contract Documents for this project. This addendum is issued for the purpose of clarification and/or revision of the Project Manual and related Construction Documents. The General Contractor is responsible for coordinating the revised or added work of related trades when a change is made in the work of any trade in this addendum. All Subcontractors shall review each item of the addendum and provide the coordination, accessories, connections, and other work necessary for the complete and proper inclusion of addendum items. The General Contractor and Subcontractor shall include in their bids all labor, materials and equipment and overhead necessary for the complete and proper inclusion of all addendum items. NOTE: THE CONTRACTOR SHALL ACKNOWLEDGE RECEIPT OF ALL ADDENDA ON THE BID FORM.

MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 1 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS ARCHITECTURAL


PROJECT MANUAL (ARCHITECTURAL): TABLE OF CONTENTS A. Delete Section 07 72 00 – Roof Accessories from the Table of Contents. B. Delete Section 08 34 00 – Sound Control Door Assemblies from the Table of Contents. SECTION 05 51 50 – SHIPS LADDERS A. At Article 1.01 add the following paragraph:

“E. Fixed Exterior Ladders at Roof: 1. Ladder with walk-thru. 2. Ladder with roof-side return and platform.”

B. At Article 2.02 revise the title as follows, “SHIPS LADDERS AND FIXED LADDERS”. C. At Article 2.02.A, add subparagraphs ‘3 and 4’ to read as follows:

“3. The basis of design for the fixed ladder with walk-thru is Precision Model FLH04. “4. The basis of design for the fixed ladder with roof-side return and platform is Precision Model FLH08.”

D. At Article 2.02 add paragraph ‘H’ to read as follows:

“H. Fixed Ladders: Height and pitch as indicated on Drawings. 1. Ladder Stringer: 3 inch by 1 inch by 1/8 inch extruded 6005-T5 aluminum tubing. 2. Ladder Tread: 2-1/4 inch by 3/4 inch by 1/4 inch extruded 6005-T5 aluminum with deeply serrated top

surface. 3. Ladder Mounting Bracket: 8-1/2 inch by 2 inch by 3 inch by 1/4 inch thick aluminum angle. 4. Walk-Thru:

a. Handrails: 1-1/4 inch aluminum square tube with rounded edges. b. Mounting Brackets: 4 inch by 4 inch by 1/4 inch aluminum. c. Side Rails: 42 inch side rail extension for through ladder exits.

5. Rest Platform: a. 1/8 inch aluminum tread plate. b. Platform Size: 30” inches by 48 inches, unless otherwise indicated on Drawings. c. Toe Boards. 6005 T-5 aluminum. d. Handrails: 1-1/4 inch aluminum square tube 42 inches high.

6. Off-set Mount: Do not support bottom of ladder at roof.” SECTION 07 42 64 – SMOOTH FACE METAL WALL PANELS A. At Article 1.03 delete paragraph ‘A’. Renumber all remaining paragraphs. B. At Article 2.04 revise paragraph ‘A’ to read as follows:

“A. Factory Finish: Two coat Mica finish, 70% PVDF. 1. Polyvinylidine Fluoride, full 70% Kynar 500/Hylar 5000 consisting of a baked-on 0.2 mil corrosion resistant

primer and a baked-on 0.8 mil finish coat for a total of 1.0 mil dry film thickness, with a specular gloss of 10-15% when tested in accordance with ASTM D-523.

2. Color: match PPG/Linetec Silver Anodize Sunstorm No. LTP150.”



SECTION 07 72 00 – ROOF ACCESSORIES A. Delete this section in its entirety. SECTION 08 34 00 – SOUND CONTROL DOOR ASSEMBLIES A. Delete this section in its entirety. DRAWINGS (ARCHITECTURAL): Sheet A2.03

A. Detail 1 MECHANICAL PENTHOUSE PLAN; remove wall assembly (remove wall type tag ‘23ANA’) and ladder at

grid ‘G’.

B. Detail 2 ENLARGED PENTHOUSE PLAN; revise per attached sketch ASK-027.

C. Add detail 6 “ROOF ACCESS LADDER” per attached sketch ASK-028.

D. Add detail 9 “BRACKET @ LOWER ROOF” per attached sketch ASK-029.

E. Add detail 10 “LADDER @ PARAPET” per attached sketch ASK-030. Sheet A4.00

A. At ROOF PLAN; revise per attached sketches ASK-031 and ASK-032.

B. Add the following General Note: “8. ROOF ANCHOR LOCATIONS ARE APPROXIMATE – COORDINATE

FINAL LOCATIONS W/ ARCHITECT”. Sheet A4.11 A. At detail 10; revise note “1 HOUR RATED CEILING ASSY @ SIM” to read as “CEILING ASSY @ SIM”. B. At detail 2; add the following note “AT SIM, SEE MECH FOR RWL CONN”. Sheet A4.13 A. Omit detail 10. Sheet A5.01

A. Exterior elevation 1 NORTH ELEVATION; revise per attached sketch ASK-033. Sheet A5.02

A. Exterior elevation 1 WEST ELEVATION; revise per attached sketch ASK-034. Sheet A5.03

A. Exterior elevation 1 EAST ELEVATION; revise per attached sketch ASK-035. Sheet A6.15

A. Revise Wall Section 2 per attached sketch ASK-036.



Sheet A7.01

A. Detail 6 STAIR S03 SECOND FLOOR PLAN; revise per attached sketch ASK-037.

B. Detail 7 STAIR S03 SECTION; revise per attached sketch ASK-038. Sheet A8.06

A. Revise STEM CLASSROOM interior elevation 1 per attached sketch ASK-039.

B. Revise STEM CLASSROOM island casework - interior elevations 5, 6 and 7 per attached sketch ASK-039 Sheet A10.01

A. Door Schedule: Doors 112AA and 112BA delete ‘SOUND CONTROL DOOR’ from REMARKS column.

END OF ARCHITECTURAL ADDENDUM NO. 2

MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 1 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS STRUCTURAL

AHBL 0911 February 11, 2014

DRAWINGS (STRUCTURAL):

Sheet S5.02 A. Revise detail cuts on Skylight Roof Framing Details 1/S5.02 per attached sketch SSK-001. Sheet S6.03 A. Revise detail 8/S6.03 per attached sketch SSK-002.

B. Add note “INSULATION PER ARCH” to detail 11/S6.03 at rigid insulation shown beneath the concrete slab on

grade. C. Add (3) #5 continuous reinforcing at strip footing shown in detail 15/S6.03. Sheet S6.04 A. Revise detail 2/S6.04 per attached sketch SSK-003. Sheet S6.07 A. Revise detail 2/S6.07 to show footing dowels lapping with wall reinforcing Ld per 3/S1.05 within the concrete stem

wall. Noted reinforcing shall not lap within the strip footing.

B. Revise detail 6/S6.07 to show the typical exterior slab / footing reinforcing at the thickened slab edge per detail 1/S6.02.

Sheet S6.09 A. Add note at detail 1/S6.09 to read “FOR ADD’L REQ’S AT WINDOW WALLS ADJACENT TO CONCRETE

WALLS - SEE 6/S6.09”. B. Add concrete curb at window wall adjacent to concrete walls with detail 6/S6.09 per attached sketch SSK-004. Sheet S8.02 A. Revise note at detail 9/S8.02 “EXTERIOR WING WALL CONDITION” to read “HSS POST PER PLAN AT CL

BEHIND HSS GIRT – SEE 10/S8.02”. Sheet S8.07 A. Add note at the column base plate at detail 7/S8.07 to read “PROVIDE 6 INCH DIAMETER HOLE AT

CENTERLINE COLUMN AND EMBED FOR CONCRETE PLACEMENT”. Sheet S8.08 A. Delete detail 16/S8.08 and the additional concrete curb shown in this detail for the guardrail attachment. The Terrace

guardrail will connect directly to the exterior parapet per the architectural drawings (see addendum #1). Sheet S9.03 A. Detail 8/S9.03, revise dimension each side of “WELD LENGTH” at column stiffener plates to “1/4”. Sheet S9.05 A. Delete continuous plate shown beneath ledger angle at detail 3/S9.05.



Sheet S9.07 A. Revise note at detail 6/S9.07 to read “BASE PLATE ¾” x REQ’D W/ (2) ½” DIAMETER ERECTION BOLTS AT

CL HSS COL (REMOVE AFTER JOIST ERECTION). Sheet S10.01 A. Revise embed shown at detail 4/S10.01 per attached sketch SSK-005.

B. Add detail 16/S10.01 per attached sketch SSK-006. Sheet S10.02 A. Revise weld shown at detail 6/S10.02 from fillet weld to puddle weld.

B. Revise embed shown at detail 7/S10.02 per detail 4/S10.01and attached sketch SSK-005.

C. Revise detail 10/S10.02 per attached sketch SSK-007. Sheet S10.05 A. Revise detail 5/S10.05 per attached sketch SSK-008.

B. Revise detail 9/S10.05 per attached sketch SSK-009.

C. Revise detail 11/S10.05 per attached sketch SSK-010.

D. Revise detail 12/S10.05 per attached sketch SSK-011.

E. Revise detail 13/S10.05 per attached sketch SSK-012.

F. Revise detail 16/S10.05 per attached sketch SSK-013. Sheet S10.06 A. Revise detail cuts at detail 12/S10.06 to read “5/S16.03” instead of “10/S16.03”. Sheet S10.07 A. Add detail 5/S10.07 per attached sketch SSK-014.

B. Add detail 6/S10.07 per attached sketch SSK-015.

C. Add detail 7/S10.07 per attached sketch SSK-016. Sheet S10.09 A. Revise note at detail 4/S10.09 to read “WF BLOCKING BEYOND – SEE 5/S10.09”.

B. Add acoustical ceiling deck information to detail 10/S10.09 per attached sketch SSK-017.



Sheet S10.20 A. Revise detail 4/S10.20 offset dimension from CL stud wall to CL wide flange beam from 1” to 1 ½”.

B. Revise detail 6/S10.20 per attached sketch SSK-018.

C. Revise detail 7/S10.20 per attached sketch SSK-019. Sheet S14.01 A. Revise soffit configuration between grids 12 and 13 on gridline F per attached sketch SSK-020.

B. Add note at Studio 109 ceiling “STUDIO PIPE GRID PER ARCH DRAWINGS”. Sheet S14.05 A. Revise detail 15/S14.05 per attached sketch SSK-021. Sheet S16.03 A. Revise note at detail 4/S16.03 to read “EXTERIOR SPRING HANGER CAPABLE OF DEVELOPING TENSILE

CAPACITY OF HANGER ROD. COORDINATE WITH MECH DRAWINGS (SEE MECH SPECIFICATIONS FOR VIBRATION / DAMPING REQUIREMENTS)”.

Sheet S17.02 A. Revise notes at detail 10/S17.02 to read “LINTEL REINF PER SCHED (2) #5 CONT AT SLAB EDGE – EXTEND

3’-0” MIN BEYOND OPENING EACH SIDE” as well as “#3 CLOSED TIES AT 4” OC PER SCHED AT LINTEL”. Sheet S20.01 A. Revise bottom of steel elevation at horizontal pipe shown in detail 1/S20.01 from 10’-0” maximum to 11’-0”

maximum.

B. Revise cap plate and end plate size shown on detail 1/S20.01 and 3/S20.01 from 3/8” x 8” x 8” to ¼” x 6” x 6”. Screw spacing at the noted plates will be revised from 3” oc to 2” oc.

C. Revise PV panel system shown in detail 3/S20.01 to a ballasted system per attached sketch SSK-022. D. Revise PV panel system shown in detail 4/S20.01 to a ballasted system per attached sketch SSK-023. Sheet S22.01 A. Revise sunshade configuration shown in detail 1/S22.01 per attached sketch SSK-024.

B. Revise sunshade configuration shown in detail 2/S22.01 per attached sketch SSK-025.

C. Revise sunshade connection to exterior wall shown in detail 3/S22.01 per attached sketch SSK-026.

D. Revise sunshade connection to exterior wall shown in detail 4/S22.01 per attached sketch SSK-027.

END OF STRUCTURAL ADDENDUM NO. 2

MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 1 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS MECHANICAL

HBHU 0911 February 11, 2014

PROJECT MANUAL (MECHANICAL):

SECTION 23 21 00 - HYDRONIC PIPING SYSTEM A. At Article 2.4, Add subparagraph ‘E’ to read as follows:

“E. Butterfly Valves 2-1/2 and Larger: 200 psi non-shock cold water, ductile iron body, extended neck, molded-in seat EPDM liner, stainless steel stem, and aluminum bronze disc. Provided with lugs for dead-end service. Nibco LD-2000, WD-2000 (or approved). “

B. Add Article 2.13 to read as follows:

“2.13 COIL CONNECTION HOSES

A. Construction: Flexible braided stainless steel over a synthetic polymer liner, with brass threaded end connectors, stainless steel ferrules, and swivel end connections at coil connection ends.

B. Length: Minimum 18 inches. C. Pressure Temperature Rating: Minimum 150 psi at 230 def F, all sizes. D. Fire Hazard Rating: Shall not exceed 25 for flame spread and 50 for smoke development, as tested by

ASTM E 84. E. Insulation: Hoses carrying chilled water shall be factory insulated with minimum 1/2 inch thick

polyethylene or cellular elastomeric insulation.” C. At Article 3.1 A: Revise to read as follows:

“A. Type: Valves 2-inches and smaller shall be ball valves. Valves 2-1/2-inch and larger shall be butterfly valves.” SECTION 23 21 14 - MECHANICALLY COUPLED HYDRONIC PIPING SYSTEM A. At Article 1.3, paragraph B, Revise to read as follows:

“B. Systems: Mechanically coupled piping systems are approved for use on the following systems 1. Hydronic Heat Pump Piping, above ground. 2. Hot Water Heating Piping, Above Ground. 3. Chilled Water Piping, Above Ground.”

DRAWINGS (MECHANICAL):

Sheet M3.02 A. Second Floor Plan – Plumbing, near Grid 1-E: Revise notes for roof drains per attached sketch MSK-011. Sheet M3.03 A. Penthouse Plan – Plumbing: Add pipe sizes to Air Handling Units per attached sketch MSK-012. Sheet M4.02 A. Second Floor Plan – HVAC, near Grid 6-G: Revise ductwork per attached sketch MSK-013. Sheet M4.04 A. Lower Penthouse Plan - HVAC, near Grid 6-G: Revise ductwork per attached sketch MSK-014.

END OF MECHANICAL ADDENDUM NO. 2

MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 1 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS ELECTRICAL

HEI 0911 February 11, 2014

PROJECT MANUAL (ELECTRICAL): SECTION 26 55 61 – THEATRICAL LIGHTING SYSTEM A. At Article 2.02, paragraph E, add the following:

“1. Provide DMX splitters in din rail enclosure to allow for 16 DMX output ports. Enclosure to be mounted at 16’-0” A.F.F on East wall of Studio 109 above studio touch screen controller.

2. Provide 16 DMX output ports using DMX9792 cabling. Output ports shall be spaced 1’-0” apart on East wall of Studio 109 mounted to 16’ A.F.F.

3. Provide DMX input mounted below studio touch screen controller. DMX input shall connect to processor of Studio Lighting Controls.”

B. At Article 2.04, paragraph A, add the following:

“1. Provide four (4) Litepanels type Inca 6 Fresnel 104 watt LED fixtures. Model 906-2003. Provide floor stand, heavy duty lighting truss clamps, steel safety cable, fully adjustable barn doors, scrim frame, 25’-0” of DMX control cabling and all other accessories as require for complete installation onto the lighting pipe grid.

2. Provide four (4) Litepanels type Inca 4 Fresnel 39 watt LED fixtures. Model 906-4003. Provide floor stand, heavy duty lighting truss clamps, steel safety cable, fully adjustable barn doors, scrim frame, 25’-0” of DMX control cabling and all other accessories as require for complete installation onto the lighting pipe grid.

3. Provide four (4) Kino Flow fill type CEL-200Y-120U Celeb 200 CMX Yoke Mount, Univ 120U. Provide each fixture with floor stand, heavy duty lighting truss clamps, steel safety cable, fully adjustable barn doors, scrim frame, 25’-0” of DMX control cabling and all other accessories as require for complete installation onto the lighting pipe grid.”

DRAWINGS (ELECTRICAL):

Sheet E0.04 A. Change Light Fixture schedule B1 Catalog Series callout to 7806-LA-C-QN-04-7-277-W/AX-48

B. Change Light Fixture schedule B2 Catalog Series callout to 7806-LA-C-QN-08-7-277-W/AX-48. Sheet E3.21 A. Change circuit for skyfold door from 3HMB-19,21,23 to circuit 3LMA-10,12,14 Sheet E9.01 A. Add Four (4) 100 Amp 3 pole circuit breakers and two (2) 200 Amp 3 pole circuit breakers as spares into Distribution

panel 1DHA.

B. Add Four (4) 100 Amp 3 pole circuit breakers and two (2) 200 Amp 3 pole circuit breakers as spares into Distribution panel 1DHB.

END OF ELECTRICAL ADDENDUM NO. 2

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McGRANAHAN


REVISED:DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/8" = 1'-0"ASK-035


CENTER 0911.200

EAST ELEVATIONELEVATION 1 / A5.03


JAB

G

MECHANICALPENTHOUSE

301

15' - 6"

MECH CATWALK &STAIRSTAIR

S07

STAIR

S06

2REMOVE LADDER &ROOF HATCH

McGRANAHAN


REVISED:DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/2" = 1'-0"ASK-036


CENTER 0911.200

WALL SECTION - EXCERPT2 / A6.15


JAB

DN

DN

E

F

7

A7.01

9

A7.11

7

A7.11

10

A7.11

CORRIDOR

025

14'-0"

SECOND FLOOR

5' - 8"

1"7 EQ TREDS @

11" = 6' - 5"

7' - 7"

1"(16) EQ TREADS @

11" = 14' - 8"

3"

1' - 0"

1' - 0"

2' - 7"

1' - 0"

19' - 9"

ENTRY 009 BELOW

RETURN HANDRAIL TOFLOOR, TYP

1' - 0"

RETURN RAILING @1 ST FLOOR - SEE SECT

3" R.TYP

2

1

ASK-038

1' - 0"

McGRANAHAN


REVISED:DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/4" = 1'-0"ASK-037


CENTER 0911.200

STAIR S03 SECOND FLOOR PLAN - EXCERPT6 / A7.01

ADDENDUM NO. 202.11.14 CCC, BC

JAB

PROJECTNORTH

1ST FLOOR0' - 0"

2ND FLOOR14' - 0"

E

TRASH / RECYCLE

126

ENTRY

009

CORRIDOR

025

(8) RISERS @

6 3/4" (-) =4'-5 3/4"

(17) RISERS @

6 3/4" (-) = 9'-6 1/4"

(3) EQ SPACES

A7.11

3SIM

A7.11

1

(1) SP

ACE

A7.11

2SIM OPP

GLASS GUARDRAIL ASSY

SUSPENDED CORRIDORASSY

A7.11

2

.

EQ EQ EQ

13' - 0"

3' - 0"

1 1/2" DIA RAIL & POSTACHORED TO FLOOR SLAB,TYP

3" R.

2

2

2

McGRANAHAN


REVISED:DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/4" = 1'-0"ASK-038


CENTER 0911.200

STAIR S03 SECTION7 / A7.01

ADDENDUM NO. 202.11.14 CCC, BC

JAB

B202

24 - 34 - 24D704

18 - 34 - 24

(4) B235

36 - 34 - 24

(2)

FULL HEIGHT BACKSPLASH TO MATCH COUNTERTOP

W202

36 - 24 - 14

(3) W202

30 - 24 - 14

(3) W201

18 - 24 - 14

FLAMMABLESTORAGECABINET(FOIO)

71A

CEILING IN FOREGROUND PER RCP

FUME HOOD (ALT BID)

ABUSE RESISTANT GWB, TYP

DUCT PER MECH, TYP

DECK MOUNT AIR & GASOUTLETS, TYP - SEE MECH

B202

24 - 34 - 24

B202

24 - 34 - 24W/ CHASEBEHIND

W/ CHASEBEHIND

8"

8"

2

2

218

18

RUBBER BASE

71A TYP.

CHASEASREQ'D

D704

18 - 34 - 24

(2) B235

36 - 34 - 24

B202

24 - 34 - 24

AIR & GASOUTLETS -SEE MECH

W/ CHASEBEHIND

W/ CHASEBEHIND

30

22' - 6"

2' - 3"8"

PLAN @ ISLAND

71A

AIR & GAS OUTLETS

McGRANAHAN


REVISED:DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/4" = 1'-0"ASK-039


CENTER 0911.200

STEM CLASSROOM - ELEV 1 AND ISLAND ELEVS 5, 6 & 7A8.06

ADDENDUM NO. 202.11.14 DKS, KB, BC

JAB

1

567

89

E

HSS

4x4x

1/4

HSS

4x4x

1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

HSS 4x4x1/4

OPEN

OPEN

CEILING DECKINGBELOW PER PLAN ANDARCH DWGS - SEESHEET S5.05

2nd FLR CORRIDORHGR ROD PER PLANBELOW

6

S10.05

______ 7

S10.05

______

6

S10.05

______ 7

S10.05

______

8

S10.05

______

8

S10.05

______ 8

S10.05

______

9

S10.05

______

9

S10.05

______

10

S10.05

______10

S10.05

______

11

S10.05

______

11

S10.05

______11

S10.05

______

11

S10.05

______

12

S10.05

______

12

S10.05

______

13

S10.05

______

13

S10.05

______

13

S10.05

______ 13

S10.05

______

14

S10.05

______14

S10.05

______

17

S10.05

______

17

S10.05

______

17

S10.05

______17

S10.05

______

TYP ATJST BEL

TYP ATJST BEL

F

HSS 6x6x1/4BTWN DORMERSAT CEILING

HSS 6x6x1/4BTWN DORMERSAT CEILING

CONN HSS 6x6TO CONC BM'SEA END OF CEILINGPER 7

S10.07

CONN HSS 6x6TO CONC BM'SEA END OF CEILINGPER 7

S10.07

5

S10.07

______

5

S10.07

______

5

S10.07

______

5

S10.07

______

5

SSK-008

______

13

SSK-012

______

McGRANAHANTITLE:REFERENCE:SCALE:ISSUED FOR:DATE:

REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

40:4

5 P

M

1/4" = 1'-0" SSK-001

MOHLER COMMUNICATIONS TECHNOLOGYCENTER

Skylight Roof Framing Detail

02/11/14 SSO

0911.000

1/4" = 1'-0"1 Skylight Roof Framing Details

ADDENDUM NO.2

DETAIL 1/S5.02

2

x x x x x

1

T.O.F. ELEVPER PLAN

CONT WINDOW WALL PERPLAN AND ARCH DWGS

STUD WALL BEYOND PER PLANMASONRY VENEERBEYOND PER PLANAND ARCH DWGS

GRID

EXTERIOR PAVINGPER ARCH/ CIVILDWGS

SEEFORCALLOUTSIN COMMON

6

S6.03

SLOPE EXT PAVINGAWAY FROM BLDG

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-002

MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000

8/S6.03

02/11/14 SSO

SECTION 1" = 1'-0"

8FD16 (SSK-002)

ADDENDUM NO.2

DETAIL 8/S6.03

T.O. SLAB ELEVPER PLAN

1'-0

"

1'-0"

CLR3"

11

#4 DOWELS AT 12" O.C. -EMBED 5" MIN W/ EPOXY

8"

1'-4"

#4 CONT AT DOWELS

THICKEN SLAB ON GRADETO 1-0" THICK AT VENEER

1'-0" 8"

FOR TYP ELEVATORGUIDERAIL CONN SEE


1

S6.04

MASONRY VENEER PER ARCH

VENEER TIES PER SECTION4.7.3 OF SHEET S1.01

7

S6.04

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-003


2/S6.04

02/11/14 SSO

SECTION 1" = 1'-0"

2FD44 (SSK-003)

ADDENDUM NO.2

DETAIL 2/S6.04

CLR2"

CLR

1 1/

2"

CONC WALL PER PLAN WINDOW WALL PER ARCHAGAINST CONC WALL

C.I.P CONC CURB PER ARCH

ARC

H

PER

#3 DOWEL AT 18" O.C.AT CL CURB

1'-6"

180 DGR HOOK

#4 CONT AT CL CURBSEEFORCALLOUTSIN COMMON

1

S6.09

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-004


6/S6.09

02/11/14 SSO

SECTION 1" = 1'-0"

6D FD 20 (SSK-004)

ADDENDUM NO.2

ADD DETAIL 6/S6.09

IN COMMONCALLOUTSFORSEE 3

-

CLR1"

PER JSTMFR

PRE-ENGR RF JST PER PLAN

STIFF PL 1/2"x REQ'D AT CL BRG 'L'

1/4

5/16

CONN L 6x6x3/4" x 0'-8" ATCL EMBED PL W/ ERECTIONBOLTS PER

EMBED PL 3/4" x 1'-0" x 1'-8"W/ (6) 1" DIA x 5" WHS AT 9" GA

C.I.P. CONC WALL PER PLAN- SHOWN SCHEMATICALLY

ADD'L #5 x 4'-0" ATEA ROW OF WHS

TYP JOIST CONN AT CONCRETE WALLS

DESIGN JOIST TOP CHORD FOR AXIALSEISMIC LOAD PER PLAN TO BE

TRANSFERRED THRU JOIST BRG SEAT

3-

2"8"

8"2"

ALIGN CL EMBED W/TOP OF CONN L

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-005


4/S10.01

02/11/14 SSO

SECTION 1" = 1'-0"

4RF S10.01 4 (SSK-005)

ADDENDUM NO.2

DETAIL 4/S10.01

6"1'-

0"

1 1/2"

GRID

CLR1"

1/4

5/16TYP

1/4

ROOF DECK PER PLAN

CL CONC BM

STIFF PL 1/2" x REQDAT CL END PL

CEILING PER ARCH- SEE 6

S14.06

END PL 3/4" x 4" x REQDAT CL HGR ROD

EMBED PL 3/4"x4"x0'-8" W/ (2)#5 x 1'-6" A706 GR 60 DOWELSAT 2" GA

180DGRHOOK

CONC BM PER PLAN -SHOWN SCHEMATICALLY

CEILING DECK PER PLAN- SEE

7

S10.07


3

S10.23

CL HGR EMBED PL 3/4"x4"x2'-0"W/ (2) 1" DIA x8" WHS AT CL

HGR ROD PER PLAN - CONNTO EMBED PL ABV PER 10

S9.04


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-006


16/S10.01

02/11/14 SSO

SECTION 1" = 1'-0"

16D RF 31 (SSK-006)

2

ADDENDUM NO.2

ADD DETAIL 16/S10.01

1/43 SIDES

1/4

SLOPED L 3x3x3/8 x0'-6"AT END OF HIP BM - RIP LHORIZ LEG AS REQ'D FORCONN TO JOIST TOPCHORD

WF HIP BM PER PLANEA SIDE OF JOIST

END PL 1/2" x REQD

JOIST MFR DESIGN JOISTFOR LOADS SHOWN

OPEN WEB JOIST PER PLAN

DL: = 0.4kLL: = 0.7k

MAX1" CLR

CL JOIST1/2" CLR AT

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

4 P

M

1" = 1'-0" SSK-007


10/S10.02

02/11/14 SSO

SECTION 1" = 1'-0"

10D RF 28 (SSK-007)

ADDENDUM NO.2

DETAIL 10/S10.02

9GRID

EMBED PL 3/4" x BM DEPTHx 1'-0" CTR ON BM W/ (6)1" DIA x 6" WHS AT 9" GA

EMBED PL AND CONNPER

CTR ON COL

4-

CL JST AND COL

WF BM PER PLANEA SIDE OF COL

CONN PL PER1

S9.021/4

6"6"

2"

FOLDED HSS BMBEYOND


2

S10.12

CONN PL 1"x8"x REQD BTWNEMBED PL'S AT CL COL

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-008


5/S10.05

02/11/14 SSO

SECTION 1" = 1'-0"

5RF 3 (SSK-008)

ADDENDUM NO.2

DETAIL 5/S10.05

6-


PER PLAN

T.O.S. ELEVPER ARCH

HIGH RF DECK PER PLAN

CONT 16 GA TRACKW/ 0.145" DIA PDFAT 8" O.C.

HSS BM PER PLAN

PER PLAN

1/4 2-6

1/4CONT LEDGER L 3x3x1/4"EA SIDE OF HSS

ACOUSTICAL CEILING DECKPER PLAN AND ARCH DWGS


ARC

H

VAR

IES

PER

MAIN RF DECK PER PLAN

PER PLAN

CONT LEDGER L 4x4x1/4

1/4 2-6

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-009


9/S10.05

02/11/14 SSO

SECTION 1" = 1'-0"

9RF 7 (SSK-009)

ADDENDUM NO.2

DETAIL 9/S10.05

9-


SKYLIGHT / GLAZINGPER ARCH DWGS

T.O.S. ELEVPER ARCH

OPEN PERARCH

HSS BM BEYOND PERPLAN - CONN PER 16

-

CONN PER SKYLIGHT MFRAR

CH

VAR

IES

PER

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-010


11/S10.05

02/11/14 SSO

SECTION 1" = 1'-0"

11RF 9 (SSK-010)

ADDENDUM NO.2

DETAIL 11/S10.05

9-


PER PLAN

OPEN PERARCH

HIGH RF DECK PER PLAN


CONN PER SKYLIGHT MFR

CONT L 4x4x1/4

1/4 2-6

SKYLIGHT/GLAZINGPER ARCH DWGS

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-011


11/S10.05

02/11/14 SSO

SECTION 1" = 1'-0"

12RF 10 (SSK-011)

ADDENDUM NO.2

DETAIL 12/S10.05

12-


OPEN PERARCH

HSS JST PER PLAN

3/4" DIA WTS FORJST ERECTION

1/4

1/4(3) SIDES

BREAK LEDGER 'L' EASIDE OF JST

CONN L 4x4x1/4 x 0'-4"AT CL JST FOR JSTERECTION

HGR ROD PER PLAN ATCL HSS BM - CONN TOHSS BM PER

15-

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-012


13/S10.05

02/11/14 SSOADDENDUM NO.2

DETAIL 13/S10.05

SECTION 1" = 1'-0"

13RF 11 (SSK-012)

1/2" DIA THRU BOLT FOR HDR ERECTION

ERECTION TAB 1/2" x 3" x REQ'D EASIDE OF HDR AT CL - REMOVE TABAND PLUG HOLES AFTER HDRERECTION

HSS HDR PER PLAN

1/4TYP

1/4

HSS BM PER PLANCONT THRU CONN

HSS COL PER PLANAT CL HSS BM

1/4

1 1/

2"

1 1/2"

HSS HDR PER PLAN

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-013


16/S10.05

02/11/14 SSO

1" = 1'-0"16 SKYLIGHT CORNER JST/ COL DETAIL

ADDENDUM NO.2

DETAIL 16/S10.05

ROOF DECK PER PLAN

1/4 2-12PER PLAN

CONT 20 GA BENT PLCLOSURE ABV HSS 4"

8"

FOLDED HSS BMBEYOND PER PLAN SEE

HSS HDR PER PLAN

ACOUSTICAL CEILINGDECK PER PLAN


9

S10.05

6

S10.072


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-014


5/S10.07

02/11/14 SSO

SECTION 1" = 1'-0"

5D RF 32 (SSK-014)

ADDENDUM NO.2

DETAIL 5/S10.07

NOTCH HSS BM AROUNDHDR AS SHOWN HSS HDR PER PLAN

FOLDED HSS BM PER PLANEA SIDE OF HDR

BRG L2x2x1/4x0'-2 1/2"EA SIDE OF HSS BM

1/4TYP1/4 2

CL HSS1/2" CLR AT

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-015


6/S10.07

02/11/14 SSO

SECTION 1" = 1'-0"

6D RF 33 (SSK-015)

ADDENDUM NO.2

DETAIL 6/S10.07

ARC

H

PERCLR

1/2"

HSS HDR PER PLANAND 5

S10.07

COPE HSS AT CONN AS SHOWN

CONT LEDGER L 4x4x3/8 W/ 3/4" DIAEXP ANCHORS AT 16" O.C. EMBED 5" MIN

CONC BM PER PLAN - SHOWN SCHEMATICALLY

EXP ANCHOR

8" TO FIRST

CLR1/4"

1/4 3

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-016


7/S10.07

02/11/14 SSO

SECTION 1" = 1'-0"

7D RF 34 (SSK-016)

ADDENDUM NO.2

DETAIL 7/S10.07

RF DECK PER PLAN

BOT OF BM ELEVPER ARCH

INSULATED CONC BMPER PLAN -FORCALLOUTS SEE


9

-

CONC BM REINF SHOWNSCHEMATICALLY SEEWALL ELEVATIONS ANDSCHEDULES FOR ADDLREQS

1 1/

2"

PER PLAN

HSS HDR BEYONDPER PLAN SEE 7

S10.07

ACOUSTICAL CEILING DECKPER PLAN

CONT LEDGER L 4x4x3/8 W/ 3/4" DIAEXP ANCHOR AT 16" O.C. EMBED 5" MIN

5

S12.04

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-017


10/S10.09

02/11/14 SSO

SECTION 1" = 1'-0"

10RF 36 (SSK-017)

ADDENDUM NO.2

DETAIL 10/S10.09

WF BM PER PLAN AT EDGE OF SOFFIT

INFILL BM WEBPER 1

S10.07

OFFSET CL WF BM FROM CLSTUD WALL BEL PER PLAN

DOOR MOTOR BEYONDPER ARCH DWGS ANDMFR

HGR ROD AND CONNPL PER PARTITION MFR

VERT BRACE BEYONDAT CL SOFFIT STUDSPER 6

-

FRAME SOFFIT FROM6" x 20 GA STUDS(600 S162-33) AT 16" O.C.

T.O.W. ELEVPER ARCH

SOFFIT ELEVPER ARCH

CONT HSS 5x5x1/4 GIRT ATBOTTOM OF SOFFIT

VERTICAL FOLDINGPARTITION PER ARCH

CONT TRACK ABV ANDBEL SOFFIT GIRT PERTYP

1S9.03

BOT OF STLELEV PER ARCH

1/4

CONT C 8x11.5 COORD W/PARTITION MFR

INFILL BM WEBPER 1

S10.07

CONT 16 GA TRACKABV SOFFIT W/ (2)ROWS 0.145" DIAPDF AT 8" O.C.

CONT 16 GA TRACK ABVSOFFIT W/ (2) ROWS0.145" DIA PDF AT 8" O.C.

HORIZ HSS 5x5x/14AT 4'-0" O.C. BTWNSOFFIT STUDS

RF/CLG DECK PER PLAN

ADD'L INTERIOR SOFFITSTUDS PER ARCH SHOWNDASHED FOR CLARITY

OFFSET CL WF BM FROM CLSTUD WALL AS SHOWN

PARAPET FRMG PER1

S10.06

PARAPET BRACE BEYONDAT CL WALL PER 8

S10.06

WF BM PER PLAN

1"

EQ EQ

1"

CONN HSS SOFFIT GIRTTO STUD WALL EA ENDPER 10

S14.06

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

40:4

6 P

M

1" = 1'-0" SSK-018


6/S10.20

02/11/14 SSO

0911.000

SECTION 1" = 1'-0"

6RF 67 (SSK-018)

ADDENDUM NO.2

DETAIL 6/S10.20

T.O.W. ELEVPER ARCH

SOFFIT ELEVPER ARCH

BOT OF STLELEV PER ARCH

5-


CONN PL 3/4" x REQ'DW/ (4) 3/4" DIA MB'S

1 1/2"

1 1/

2"1

1/2"

GA

STD BM 1 1/2"

MIN1/2"

OFFSET CL BRACE FROMCL CONN PL AS REQ'D

HSS 5x5x1/4 BRACE TO ALIGNW/ HORIZ HSS SOFFIT BM ATCL SOFFIT STUDS

CONN PL 1/2" x REQ'D

EQ EQ

1 1/

2"1

1/2"

CLR1/2"

1 1/2"

1 1/2"

1/4

CLR

1/2" (2) 3/4" WTS AT CL GIRTFOR GIRT ERECTION

1 1/2"

CLR1/2"

1 1/2"1/2" ERECTION BOLTAT CL HSS

STIFF PL 3/8" x REQ'DEA SIDE OF HORIZ HSS

1/4 2TYP

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

40:4

6 P

M

1" = 1'-0" SSK-019


7/S10.20

02/11/14 SSO

0911.000

SECTION 1" = 1'-0"

7RF 68 (SSK-019)

ADDENDUM NO.2

DETAIL 7/S10.20

12

12

F F

15

S14.05

______

DBL 4" x 16 GA HDR(400 S 162-54)

4" x 20 GA CLG JOISTS(400 S 162-33) AT 16" O.C.


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

38:1

1 P

M

1/8" = 1'-0" SSK-020MOHLER COMMUNICATIONS TECHNOLOGY CENTER

1/S14.01

02/11/14 SSO

0911.000

1/8" = 1'-0"1 1st Floor Ceiling Framing Plan

ADDENDUM NO.2

DETAIL 1/S14.01

2

PER ARCH

B.O.SOFFIT ELEV

PER ARCH

BUILT-UP HDRPER PLAN

STUD WALL PER PLAN

CLG/SOFFIT JOISTS PER PLAN


13

S14.05

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

5 P

M

1" = 1'-0" SSK-021


15/S14.05

02/11/14 SSO

SECTION 1" = 1'-0"

15D SS 21 (SSK-021)

ADDENDUM NO.2

DETAIL 15/S14.05

5

S20.01

______

BALLASTED PV PANELFRAME PER MFR

PV PANEL PER ARCH/ELECTRICAL DWGS

ROOF JOIST BEYOND PER PLAN(PRE-ENG JOIST SHOWN - WF JOISTS SIMILAR)

JOIST MFRPROVIDE ADDITIONALWEB MEMBER ASREQ'D AT CONN

ROOF DECK PER PLAN

BASE PL AND BALLASTCONN PER PV PANEL MFR

PV PANEL SUPPORTPOSTS PER MFR

CONT C12x20.7 BLKGBTWN JOISTS AT PV FRAMEPOSTS (BASE BID) - COORDLOC W/ PV PANEL MFR

TYPICAL PHOTO VOLTAIC PANEL SUPPORTALTERNATE BID ITEM #1

THRU DECK ANCHOREDSYSTEM SHOWN -BALLASTED SYSTEM SIMILAR

PV PANEL CONN SHALLNOT PENETRATE ROOFMEMBRANE (CONNSHOWN IS SCHEMATIC)

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

38:1

1 P

M

1" = 1'-0" SSK-022MOHLER COMMUNICATIONS TECHNOLOGY CENTER

4/S20.01

02/11/14 SSO

0911.000

SECTION 1" = 1'-0"

4D ED 11 (SSK-022)

ADDENDUM NO.2

DETAIL 4/S20.01

1/2 12

JOIST MFR DESIGN JOIST FORVERTICAL LOADS SHOWN AT BLKG -COORDINATE W/ PV PANEL MFR (ADDLOADS SHOWN ARE PART OF BASEBID DESIGN BY JOIST MFR)

DL = 150 LBSLL = 375 LBSWL = +/- 275 LBS

ROOF JOIST PER PLAN

COPE BLKG FLANGE ANDCONN WEB PER 1

S1.04

CONT C BLKG PER4

S20.01

BLKG ONE OR BOTH SIDESPER PV PANEL MFR ASREQD FOR PV PANEL POSTSUPPORT

PV PANEL AND SUPPORTFRAME PER 4

S20.01

PV PANEL SUPPORTPOST PER MFR

C BLKG SHOWN IS PART OF BASEBID STRUCTURAL STEEL FRAMING

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

6 P

M

1" = 1'-0" SSK-023


5/S20.01

02/11/14 SSO

SECTION 1" = 1'-0"

5D ED 12 (SSK-023)

ADDENDUM NO.2

DETAIL 5/S20.01

TOS ELEV

PER ARCH

WINDOW WALL MULLIONPER ARCH DWGSAND WINDOW MFR

SUNSHADE BLADESPER ARCH DWGSAND SUNSHADE MFR

36" LONG PRE-ENGINEEREDSUNSHADE FRAME PER ARCH

BOLTED CONN PERSUNSHADE MFR -COORDINATE W/WINDOW WALL MFR

CONT WINDOW WALLBEYOND PER PLANAND ARCH DWGS

FASCIA BY SUNSHADEMFR PER ARCH

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

6 P

M

1" = 1'-0" SSK-024


1/S22.01

02/11/14 SSO

SECTION 1" = 1'-0"

1D SUN 1 (SSK-024)

ADDENDUM NO.2

DETAIL 1/S22.01

TOS ELEV

PER ARCH

KNIFE PL 1/2" x SUNSHADE OUTRIGGERDEPTH COORD W/ SUNSHADE MFR

SUNSHADE BLADESPER ARCH DWGSAND SUNSHADE MFR


BOLTED CONN PERSUNSHADE MFR

CONT WINDOW WALLPER ARCH ABV ANDBEL HSS GIRT

HSS GIRT PER PLAN AND ELEVFOR CALLOUTS SEE AND

3

S10.10

3

S8.01


1

S22.01

PROVIDE PLASTIC WASHEROR EQUIVALENT TO PREVENTCONTACT BTWN DISSIMILARMATERIALS

1/4

2


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

38:1

1 P

M


2/S22.01

02/11/14 SSO

0911.000

SECTION 1" = 1'-0"

2D SUN 2 (SSK-025)

ADDENDUM NO.2

DETAIL 2/S22.01


2

S22.01

TOS ELEV

PER ARCH

PRE-ENGINEERED"SIPS" PANELPER PLAN

END PL 1/2" x 4" x REQD W/(2) 3/4" DIA THRU BOLTS ATCL POST


6x6 (MIN) POST PER 'SIPS' MFR ATCL SUNSHADE FRAME OUTRIGGER

CSK THRU BOLTS3/4" MAX INTO6x POST

1 1/2"1 1/2"ARCH

PER

KNIFE PL 1/2" x REQD AT CLOUTRIGGER AND END PL

1/4

EQ EQ

1 1/

2"

1 1/2"

BOLTED CONNPER SUNSHADEMFR

2

1 1/

2"


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

38:1

1 P

M


3/S22.01

02/11/14 SSO

0911.000

SECTION 1" = 1'-0"

3D SUN 3 (SSK-026)

ADDENDUM NO.2

DETAIL 3/S22.01

TOS ELEV

PER ARCH

CIP CONC WALL PER PLAN


END PL 1/2" x 4" x REQD - W/(2) 3/4" DIA EXP ANCHORSEMBED 5" MIN INTO CONC WALL


3

S22.012


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

2/10

/201

4 3:

36:3

6 P

M

1" = 1'-0" SSK-027


4/S22.01

02/11/14 SSO

SECTION 1" = 1'-0"

4D SUN 4 (SSK-027)

ADDENDUM NO.2

DETAIL 4/S22.01

4"RL, 4"ORL,

ROUTE OVER

ELECT201

OFFICE202

OFFICE202A

ELEVATORMACHINE ROOM

201A

ELEV

HP-2-A1

HP-2-A2

AC-4A

4" RL UP TO ROOF DRAIN ABOVE;

DRAIN IS BY DIVISION 07 (TYP)

4" UP ORL TO OVERFLOW

ROOF DRAIN ABOVE; DRAIN IS

BY DIVISION 07 (TYP)

2

234 1

C

E


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

MSK-011SECOND FLOOR PLAN - PLUMBINGM3.02

ADDENDUM NO. 211 FEB 14 TP

MLT1/8" = 1'-0"

MECHANICALPENTHOUSE

301

CH

S

CH

R

HW

S

HW

R

CH

S

CH

R

HW

S

HW

R

CH

S

CH

R

HW

S

HW

R

CHS

CHR

HWS

HWR

CHS

CHR

HWS

HWR

CHS

CHR

HWS

HWR

5" CHS/CHR , 4" HWS/ HWR

PIPING TO AHU'S

4

M3.06

(TYP)

5

M3.06

(TYP)

AHU-1

AHU-3

AHU-2

AHU-4

AHU-5

AHU-6

P-11A

P-11A

3"CHS/CHR

3"HWS/HWR

3"CHS/CHR

3"HWS/HWR

3"CHS/CHR

3"HWS/HWR

4"CHS/CHR

4"HWS/HWR

4"CHS/CHR

4"HWS/HWR

1-1/4"

2", TYP UNO

2

67


REVISED:DRAWN BY:

a r c h i t e c t s3 8 3 3 0 9 7F2 5 3

3 8 3 3 0 8 4T2 5 3

MSK-012PENTHOUSE PLAN - PLUMBINGM3.03

ADDENDUM NO. 211 FEB 14 TP

MLT1/8" = 1'-0"

VA

V-2

-20

VAV-2-18

VA

V-2

-19

VAV-2-21

CD-4400 CFM

12x12

(TYP) CD-4280 CFM

12x12

(TYP)

CD-4100 CFM

12x12

PF-7

PF-8

PF-9

34/3

4

34/34

T

T

T

T

24/2

4

34/34

EF-12

12/10

30/16L DN

16/18L DN

34/34 UPTO AHU-6

24/20

30x22 WRG2300 @ 6" AFF

24/24LDN

C

CORRIDOR

024

9"ø

7"ø

7"ø

16"ø

G

H

12/12L TD

22x22TG

18/18

12"ø

20/18L

2

McGRANAHAN

TITLE:

REFERENCE:

SCALE:

ISSUED FOR:

DATE:

REVISED:

DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/8" = 1'-0"MSK-013


CENTER 0911.200

SECOND FLOOR PLAN - HVAC

M4.02

ADDENDUM NO. 2

11 FEB 14 TP

MLT

PROJECTNORTH

1/8" = 1'-0"

SECOND FLOOR PLAN - HVAC

UP

UP

AHU-6

EF-2

DDC PANEL

ST-10

ST-12

ST-11

7 6

G

H

2

McGRANAHAN

TITLE:

REFERENCE:

SCALE:

ISSUED FOR:

DATE:

REVISED:

DRAWN BY:

a r c h i t e c t s

3 8 3 3 0 9 7F

2 5 3

3 8 3 3 0 8 4T

2 5 3

1/8" = 1'-0"MSK-014


CENTER 0911.200

LOWER PENTHOUSE PLAN - HVAC

M4.04

ADDENDUM NO. 2

11 FEB 14 TP

MLT

PROJECTNORTH

1/8" = 1'-0"

LOWER PENTHOUSE PLAN - HVAC

Mohler Communications Technology CenterBates Technical College

Electrical Substitution Request LogFebruary 11, 2014

*See Architectural, Landscape and Mechanical Substitution Request Log for Additional Substitutions 1 of 1

Spec

Sec

tion

/Sh

eet N

umbe

r

Dat

e R

ecei

ved

Product ManufacturerSub/Supplier(requested by) Add

endu

m N

o.

App

rove

d

App

rove

d as

Not

ed

Not

Acc

epte

d

Rec

'd T

oo L

ate

Remarks

263100 02/11/14 PV Panels - Sunmodule Plus SW275 Mono SolarWorld North Coast Electric 2

New panels - confirm compatibility with with micro-inverters and ballasted system

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