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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
mcg-ARC 0911 February 11, 2014
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.”
MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 2 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS ARCHITECTURAL
mcg-ARC 0911 February 11, 2014
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.
MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 3 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS ARCHITECTURAL
mcg-ARC 0911 February 11, 2014
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.
MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 2 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS STRUCTURAL
AHBL 0911 February 11, 2014
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.
MOHLER COMMUNICATIONS TECHNOLOGY CENTER Page 3 BATES TECHNICAL COLLEGE ADDENDUM NO. 2 McGRANAHAN ARCHITECTS STRUCTURAL
AHBL 0911 February 11, 2014
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
UP
H H
5
4
A2.03
4
A2.03
5
A2.03
5
A2.03
2' - 6"3' - 6"
LANDING
TYP PLATFORM
(6) TREADS @
11" = 5' - 6"
25' - 8"
5' - 2"
4"
25' - 8"
15' - 9"
35'-0"
SHIP LADDER BELOW31'-6"
PENTHOUSE
STAIR S05
STAIR S06
5' - 0"
2 1/2"
3' - 0"
6' - 4" 5' - 1"
CHAIN AND RAIL HOIST
8"
33' - 10"
6' - 2"
UP
5' - 0"(3) TREADS AT 11" = 2' - 9"
2
ROOF ACCESS LADDERSEE
2
OMIT LADDER& HATCH
A2.03
6
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
1/4" = 1'-0"ASK-027
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A2.03
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RUNGS @
1'-0" OC
.
MECHANICALPENTHOUSE
301
24" WIDE ALUMLADDER ASSY
T.O. PARAPETSEE WALL SECT
MAX. 1'-0" TOFIRST RUNG
3' - 6"
EQ
4"EQ
INTERMEDIATEBRACKET ASSY
SILL BRACKET ASSY
SECTION ELEVATION
1' - 0"
1' - 0"
GUARDRAIIL ASSYW/ SERRATEDGRAB BARS
2ADDEDDET
A2.03
9
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
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ROOF ACCESS LADDERADD DET 6 / A2.03
ADDENDUM NO. 202.11.14 JAB
JAB
Scale: 1/4" = 1'-0" 6ROOF ACCESS LADDER
5
PER
PLA
N
WRB - CONT BEHIND BLOCKING
SEEFORCALLOUTS IN COMMON
MTL CLAD SOLID P.T. WD BLOCKING -MATCH SIDING THICKNESS
SILL BRACKET ASSY BY MFR
METAL STUD BACKING
MTL SIDING
4"
.1'-0" M
AX
WALK PAD - SEE ROOF PLAN
SERRATED RUNG TYP
TUBULAR SIDE RAILS
2
A4.12
18ADDEDDET
McGRANAHAN
TITLE:REFERENCE:SCALE:ISSUED FOR:DATE:
REVISED:DRAWN BY:
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2 5 3
3 8 3 3 0 8 4T
2 5 3
1 1/2" = 1'-0"ASK-029
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ADDENDUM NO. 202.11.14 JAB
JAB
Scale: 1 1/2" = 1'-0" 9BRACKET @ LOWER ROOF
T.O. PARAPET
FRAMED PLATFORM W/ SERRATED TREADS
PER PLA
N
SEEFORCALLOUTS IN COMMON
7"
SERRATED GRAB BAR
7" WALL ASSY
BRACKET ASSY BY MFR
METAL STUD BACKING
MAX 12" - FIELD
VRFY
SERRATED RUNG TYP
. MIN. 1" CLEARANCE
MTL SIDING
SIDE RAIL
2-PEICE BRACKET ASSY @ ROOFSIDE PER MFR - ANCHOR TO WALL
A4.12
20
A2.03
9
2ADDEDDET
McGRANAHAN
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2 5 3
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ADDENDUM NO. 202.11.14 JAB
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Scale: 1 1/2" = 1'-0" 10LADDER @ PARAPET
1
A6.02
2
A6.02
14 13 12
C
E
FDR
AINA
GE 1,466 + 462(ABOVE) = 1,928 SF
5.36 SQ IN REQ'D14.14 SQ IN PROV'D (2 @ 3"Ø)
3/8" / 12"
5/1
6"
/ 12"
HIP
HIP
DS
SCUPPER & DS,SEE
1/2
" / 1
2"
1/2
" / 1
2"
1/4
" / 1
2"
1/4
" / 1
2"
29' - 0"
16' - 0"
BALLASTED PHOTOVOLTAICPANELS TYP. (ALT BID #1)SEE ELECT; INSTALL PERMFR INSTRUCTIONS
DS
12
A4.12
CANOPYBELOW,SEE SHEETA5.11
15
/12
8" /
12
"
29
/25
6" /
12
"
16
A4.12
16
A4.12
15
A4.12
7/64" / 12"
29
/25
6" /
12
"
25/256" / 12"
25/256" / 12" 13/128" / 12"
OVHG
8' - 6"
3
A4.11
SEE
TYP
9
A4.12LOW
SCUPPER & DS,SEE
11
A4.12
SCUPPER & DS,SEE
11
A4.12
DS
DS
DS
DS
29
/25
6" /
12
"
EXTEND 3'-0" WIDE WALKPADS TO SOLAR PANELS- ALT BID # 1
1
MECH EQUIP TYP,SEE NOTE 6
ROOF ACCESSLADDERSEE
6' - 0"
2
A2.03
6SIM
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
3/32" = 1'-0"ASK-031
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ADDENDUM NO. 202.11.14 DKS / JAB
JAB
PROJECTNORTH
4
A6.01
267 5
DRAINA
GE 2,052 SF
5.7 SQ IN REQ'D14.14 SQ IN PROV'D (2 @ 3"Ø)
3
1 3/8" / 12"
HIP
DSSCUPPER & DS,SEE
SHIPS LADDER
82 + 196 (ABOVE) = 278 SF
7.07 SQ IN PROV'D (1 @ 3"Ø)
SCUPPER& DS
24' - 1" 41' - 5"
DS
3/8" / 12"
27
/25
6" /
12
"7
/64
" / 1
2"
29/256" / 12"
1/2" / 12"
1/4
" / 12"
13
A4.13
15
/12
8" /
12
"1
5/1
28
" / 1
2"
15
/12
8" /
12
"
27
/25
6" /
12
"
15
/12
8" /
12
"
19
A4.11
20
A4.12
18
A4.12
LOWHIGH,TYP
19
A4.12
13
A4.12
TYP
DOOR TO ROOF,SEE
SPLASHPAN BELOW, TYP
12
A4.13
TYP
20
A4.12
MECHANICAL UNITAT ALT. BID.PROVIDE CURB ASREQUIRED IN BASEBID
OPEN
MECH CHILLERTYP, SEE NOTE 6
ROOF ACCESSLADDERSEE
23' - 6"
2
1
A2.03
6
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
3/32" = 1'-0"ASK-032
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ADDENDUM NO. 202.11.14 DKS / JAB
JAB
PROJECTNORTH
10 11
SKYLIGHT, TYP
DSDS
SF02SF01SF01SF02SF06
SF06 SF02
OPP
SF02 SIM
T T
S S
T T
S S
T T
S
TT
S
T
S
T
SS
T T
S S S
T
S
(4) EQ SPACES
L03
92A
TYP
T
S
SF01
2
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"ASK-033
MOHLER COMMUNICATIONS TECHNOLOGY
CENTER 0911.200
NORTH ELEVATION - EXCERPTELEVATION 1 / A5.01
ADDENDUM NO. 202.11.14 DKS
JAB
C E F
ELEV BEYOND,SEE 3/A5.03
SF04CW02 L03
CJ
DSDS
FIRE SPRINKLERROOM ACCESSSIGN
6"
4' - 6"
'KNOX BOX'
4' - 6"
1' - 6"
L01 L01
2
A5.21
DSDS
ROOF ACCESSLADDER
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"ASK-034
MOHLER COMMUNICATIONS TECHNOLOGY
CENTER 0911.200
WEST ELEVATION - EXCERPTELEVATION 1 / A5.03
ADDENDUM NO. 202.11.14 DKS
JAB
H G
SF07
CW09
L02
L04 L04
CJ, TYPCJ
S
DS
EQ EQ
ROOF ACCESSLADDER
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"ASK-035
MOHLER COMMUNICATIONS TECHNOLOGY
CENTER 0911.200
EAST ELEVATIONELEVATION 1 / A5.03
ADDENDUM NO. 202.11.14 DKS
JAB
G
MECHANICALPENTHOUSE
301
15' - 6"
MECH CATWALK &STAIRSTAIR
S07
STAIR
S06
2REMOVE LADDER &ROOF HATCH
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
1/2" = 1'-0"ASK-036
MOHLER COMMUNICATIONS TECHNOLOGY
CENTER 0911.200
WALL SECTION - EXCERPT2 / A6.15
ADDENDUM NO. 202.11.14 DKS
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
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
1/4" = 1'-0"ASK-037
MOHLER COMMUNICATIONS TECHNOLOGY
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
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
1/4" = 1'-0"ASK-038
MOHLER COMMUNICATIONS TECHNOLOGY
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
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
1/4" = 1'-0"ASK-039
MOHLER COMMUNICATIONS TECHNOLOGY
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
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:
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
SEEFORCALLOUTSIN COMMON
1
S6.04
MASONRY VENEER PER ARCH
VENEER TIES PER SECTION4.7.3 OF SHEET S1.01
7
S6.04
2
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:
36:3
4 P
M
1" = 1'-0" SSK-003
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
4 P
M
1" = 1'-0" SSK-004
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
4 P
M
1" = 1'-0" SSK-005
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
SEEFORCALLOUTSIN COMMON
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
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:
36:3
4 P
M
1" = 1'-0" SSK-006
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
4 P
M
1" = 1'-0" SSK-007
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
SEEFORCALLOUTSIN COMMON
2
S10.12
CONN PL 1"x8"x REQD BTWNEMBED PL'S AT CL COL
2
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:
36:3
5 P
M
1" = 1'-0" SSK-008
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
5/S10.05
02/11/14 SSO
SECTION 1" = 1'-0"
5RF 3 (SSK-008)
ADDENDUM NO.2
DETAIL 5/S10.05
6-
SEEFORCALLOUTSIN COMMON
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
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
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:
36:3
5 P
M
1" = 1'-0" SSK-009
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
9/S10.05
02/11/14 SSO
SECTION 1" = 1'-0"
9RF 7 (SSK-009)
ADDENDUM NO.2
DETAIL 9/S10.05
9-
SEEFORCALLOUTSIN COMMON
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
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:
36:3
5 P
M
1" = 1'-0" SSK-010
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
11/S10.05
02/11/14 SSO
SECTION 1" = 1'-0"
11RF 9 (SSK-010)
ADDENDUM NO.2
DETAIL 11/S10.05
9-
SEEFORCALLOUTSIN COMMON
PER PLAN
OPEN PERARCH
HIGH RF DECK PER PLAN
ACOUSTICAL CEILING DECKPER PLAN AND ARCH DWGS
CONN PER SKYLIGHT MFR
CONT L 4x4x1/4
1/4 2-6
SKYLIGHT/GLAZINGPER ARCH DWGS
2
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:
36:3
5 P
M
1" = 1'-0" SSK-011
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
11/S10.05
02/11/14 SSO
SECTION 1" = 1'-0"
12RF 10 (SSK-011)
ADDENDUM NO.2
DETAIL 12/S10.05
12-
SEEFORCALLOUTSIN COMMON
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
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:
36:3
5 P
M
1" = 1'-0" SSK-012
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
5 P
M
1" = 1'-0" SSK-013
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
SEEFORCALLOUTSIN COMMON
9
S10.05
6
S10.072
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:
36:3
5 P
M
1" = 1'-0" SSK-014
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
5 P
M
1" = 1'-0" SSK-015
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
5 P
M
1" = 1'-0" SSK-016
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
SEEFORCALLOUTSIN COMMON
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
McGRANAHANTITLE:REFERENCE:SCALE:ISSUED FOR:DATE:
REVISED:DRAWN BY:
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3 8 3 3 0 8 4T2 5 3
2/10
/201
4 3:
36:3
5 P
M
1" = 1'-0" SSK-017
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
McGRANAHANTITLE:REFERENCE:SCALE:ISSUED FOR:DATE:
REVISED:DRAWN BY:
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3 8 3 3 0 8 4T2 5 3
2/10
/201
4 3:
40:4
6 P
M
1" = 1'-0" SSK-018
MOHLER COMMUNICATIONS TECHNOLOGYCENTER
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-
SEEFORCALLOUTSIN COMMON
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
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
6 P
M
1" = 1'-0" SSK-019
MOHLER COMMUNICATIONS TECHNOLOGYCENTER
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.
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:
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
SEEFORCALLOUTSIN COMMON
13
S14.05
2
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:
36:3
5 P
M
1" = 1'-0" SSK-021
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
McGRANAHANTITLE:REFERENCE:SCALE:ISSUED FOR:DATE:
REVISED:DRAWN BY:
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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
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:
36:3
6 P
M
1" = 1'-0" SSK-023
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
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:
36:3
6 P
M
1" = 1'-0" SSK-024
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
36" LONG PRE-ENGINEEREDSUNSHADE FRAME PER ARCH
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
SEEFORCALLOUTSIN COMMON
1
S22.01
PROVIDE PLASTIC WASHEROR EQUIVALENT TO PREVENTCONTACT BTWN DISSIMILARMATERIALS
1/4
2
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:
38:1
1 P
M
1" = 1'-0" SSK-025MOHLER COMMUNICATIONS TECHNOLOGY CENTER
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
SEEFORCALLOUTSIN COMMON
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
30" LONG PRE-ENGINEEREDSUNSHADE FRAME PER ARCH
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"
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:
38:1
1 P
M
1" = 1'-0" SSK-026MOHLER COMMUNICATIONS TECHNOLOGY CENTER
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
30" LONG PRE-ENGINEEREDSUNSHADE FRAME PER ARCH
END PL 1/2" x 4" x REQD - W/(2) 3/4" DIA EXP ANCHORSEMBED 5" MIN INTO CONC WALL
SEEFORCALLOUTSIN COMMON
3
S22.012
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:
36:3
6 P
M
1" = 1'-0" SSK-027
MOHLER COMMUNICATIONS TECHNOLOGYCENTER 0911.000
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
TITLE: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
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
TITLE: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
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
MOHLER COMMUNICATIONS TECHNOLOGY
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
MOHLER COMMUNICATIONS TECHNOLOGY
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
Recommended