Addendum Date: Project: J2 Studio #: RE: From: To: No. of Pages: June 16, 2015 Access Commercial, LLC Grand Forks Development Grand Forks, North Dakota J21426 Addenda #1 J2 Studio Architecture + Design 405 East Sweet Avenue Bismarck, ND 58504 Phone: (701) 255‐1622 Fax: (701) 223‐8927 All Planholders c/o Access Commercial 7(3‐ 8½ x 11 Addendum body, 2 – 11x17 Drawing, 2 – 8 1/2x11 Drawing) General 1. Jon Pauna will be the contact at KLJ for any civil questions. He can be reached at the same contact information on the cover sheet. Specifications Section 07 5300 – Elastomeric Membrane Roofing 1. Subparagraph 2.03.A; revise to read: a. “Membrane: Ethylene‐propylene‐diene‐terpolymer (EPDM); internally reinforced with fabric or scrim; complying with minimum properties of ASTM D4637.” 2. Subparagraph 2.03.C; revise to read: a. “Vapor Retarder: Reinforced Kraft paper laminate complying with requirements of fire rating classification; compatible with roofing and insulation materials.” 3. Subparagraph 2.05.A; revise to read: a. “Polyisocyanurate Board Insulation: Rigid cellular foam, complying with ASTM C1289, Type II, Class 1, cellulose felt or glass fiber mat both faces; Grade 2” 4. Delete Subparagraph 2.06.N 405 East Sweet Avenue Bismarck, ND 58504 Ph: (701) 255‐1622 Fax: (701) 223‐8927 5. Subparagraph 2.06.O.2; revise to read: a. “2. Size: 30x30 inch.” Drawings A100 – Architectural Site Plan and Trash Enclosure Plans 1. Revise Drawing 4/A100 per attached drawing A1. 2. Architectural Site Plan; revise as follows: a. Move entire building 3’‐0” to the east to allow for a 10’‐0” side yard. Revised civil drawings will be issued at a later date. A101 – Main Floor Plan and Details 1. Main Floor Plan; revise as follows: a. Add Door 102C at location shown on attached drawing A2. A201 – Exterior Elevations and Axon View 1. North Exterior Elevation; revise as follows: a. Add Door 102C per attached drawing A3. A201 – Door Schedule, Door/Window Elevations and Details 1. Door and Frame Schedule: a. Add Door 102C per attached drawing A4. 2. Frame Elevations: a. Revise Frame Type 2 per attached drawing A4. General Structural Notes: 1. As indicated on the drawings, all mechanical unit sizes, numbers, weights and locations shall be supplied by the Landlord per the lease agreement between Landlord and Owner. The Mechanical Contractor providing and installing the mechanical equipment shall supply the above information to the building shell General Contractor and the General Contractor shall coordinate this information to the joist supplier for design of the roof joists. This coordination shall occur prior to preparation of structural steel or roof joist shop drawings. Mechanical equipment not shown on the structural drawings and equipment in different locations or with weights exceeding those shown on the drawings shall be coordinated with the project Structural Engineer prior to submittal of structural steel or roof joist shop drawings. 2. The Mechanical Contractor for the Landlord shall provide all steel angles required for support of all mechanical units. The perimeter curbs of all mechanical units shall be supported on L3 ½ x 3 ½ x ¼” angles spanning between roof joists with the vertical leg coped and the horizontal leg bearing on and being field welded to the top of the roof joists as shown in Detail G/S403 of the drawings. The roof joists shall be reinforced as generally shown in Detail G/S403 and designed by the joist supplier to support the mechanical equipment loads applied based on coordination between the General Contractor and the Mechanical Contractor. 3. The Landlord shall provide all steel angles required to create all mechanical openings necessary thru the roof decking. All mechanical openings required by the Mechanical Contractor thru the roof decking including those below the mechanical equipment shown on the drawings shall be coordinated by the General Contractor and the Mechanical Contractor and shall be reinforced as shown in Detail G/S403 of the drawings. 4. The stoop slab and foundation at the store front of tenant space 102 (between grids 2 & 3 and along building line at grid A) shall be lengthened parallel to the building to provide for an additional walk door. Lengthen stoop foundation as required to allow complete opening of 405 East Sweet Avenue Bismarck, ND 58504 Ph: (701) 255‐1622 Fax: (701) 223‐8927 entrance doors. Maintain 4'‐0" maximum stoop foundation project from building as shown on the structural drawings (sheet 101) and maintain stoop slab and foundation wall reinforcing as indicated on detail 6/S301. A601 – Door Schedule, Door/Window Elevations and Details 1. Window Elevations: Revise Window Type 3 as follows: a. Glazing above 7’‐0” A.F.F. to be GL‐1. E102 – Detail 1 – Main Floor Electrical Plan: 1. Delete the electrical branch circuit to all Roof Top Units No. RTU‐3. Connection to the roof top units will be furnished by the tenant built out contractor. 2. Delete Panels L3A and L3B; provide two (2) empty 2‐1/2 inch conduits to location designated by the tenant. E103 – Light Fixture Schedule: 1. Type C1 and C2; equal units by E‐Lite Lighting are acceptable for bidding. Approved Equals Section 07 2400 Exterior Insulation and Finish Systems Approved Equal/Installer____________ StoTherm ci Essence System End of Addendum #1 405 East Sweet Avenue Bismarck, ND 58504 Ph: (701) 255‐1622 Fax: (701) 223‐8927 22 GAUGE GALVANIZED CONTINUOUS CLEAT
106' - 8"
T.O. CMU
106' - 8"
T.O. CMU
DELETE EIFS
8" BOND BEAM
8" CMU
PAINT EXTERTIOR AND
INTERIOR OF ENCLOSURE 'P2'
DELETE SIMULATED STONE VENEER
100' - 0"
Main F.F.L.
100' - 0"
Main F.F.L.
© 2015
CONCRETE SLAB - SEE CIVIL
All Rights Reserved
405 East Sweet Avenue
Bismarck, ND 58504
(701) 255-1622
4'-0"
AD01
4'-0"
DOUBLE TREATED
CONTINUOUS 2X10 BUMPER
Grand Forks, North Dakota
2X NAILER
Grand Forks Development
Access Commercial, LLC
24 GAUGE PREFINISHED METAL COPING,
COLOR - UNA-CLAD SIERRA TAN
A1
1
Addendum #
Trash Enclosure Section
Scale: 3/4" = 1'-0"
J2 Project No. J21426
4
June 16, 2015
10'-0"
1
A201
2
3
3
A301
28'-8"
22'-0"
1'-4"
AD01
102
A
1'-2 3/4"
1'-2 3/4"
102
C
A
1'-4" 1'-9 1/4" 2'-2 3/4"
1'-4"
1'-9 1/4" 2'-2 3/4" 1'-4"
A
1
2
A
1,2
1
A301
3"
28'-5"
3"
B
102
1
Partial Main Floor Plan
Scale: 1/8" = 1'-0"
June 16, 2015
Access Commercial, LLC
J2 Project No. J21426
Addendum #
Grand Forks Development
1
A2
405 East Sweet Avenue
Bismarck, ND 58504
(701) 255-1622
© 2015
All Rights Reserved
Grand Forks, North Dakota
3
2
3
8
A301
A103
8
9
A103
8
16
8
5
7
TYP
6
9
A103
5
119' - 10 1/2"
T.O. Stud at Column
EQ.
EQ. EQ.
6'-0"
5'-0"
3'-1"
124' - 10 1/2"
T. O. Stud
5
12'-2 3/4"
6'-0"
EQ. EQ.
6'-0"
2
A101
1'-0"
112' - 0"
T.O. Brick
4
2'-0"
A304
108' - 0"
B.O. Awning
1
103' - 4"
T.O. Sill
100' - 0"
Main F.F.L.
12
1
TYP
1
2
3
AD01
12
3
2
1
TYP
Partial North Exterior Elevation
Scale: 1/8" = 1'-0"
June 16, 2015
Access Commercial, LLC
J2 Project No. J21426
Addendum #
Grand Forks Development
1
A3
405 East Sweet Avenue
Bismarck, ND 58504
(701) 255-1622
© 2015
All Rights Reserved
Grand Forks, North Dakota
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
0' - 1 3/4"
AL
HM
AL
HM
AL
AL
HM
HM
A
B
A
B
A
A
B
B
GL-2
-GL-2
-GL-2
GL-2
---
AL
HM
AL
HM
AL
AL
HM
HM
3
4
2
4
2
1
4
4
1/A601
5/A601
1/A601
5/A601
1/A601
1/A601
5/A601
5/A601
2&3/A601
6&7/A601
2&3/A601
6&7/A601
2&3/A601
2&3/A601
6&7/A601
6&7/A601
4/A601
8/A601
4/A601
8/A601
4/A601
4/A601
8/A601
8/A601
---------
1
2
1
2
1
1
2
3
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
EXTERIOR
-1
-1
--1
1
1
Grand Forks, North Dakota
TENANT
TENANT
TENANT
TENANT
TENANT
TENANT
TENANT
MECH/ELEC
Grand Forks Development
A
B
A
B
C
A
B
A
A602
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
2"
GL-2
405 East Sweet Avenue
Bismarck, ND 58504
(701) 255-1622
2"
GL-2
2"
3'-6"
3
A602
GL-2
AT BRICK
2"
GL-2
GL-2
AL
AD01
1
A602
Addendum #
2
J2 Project No. J21426
8
June 16, 2015
2"
AT STONE
Frame Elevation
Scale: 1/4" = 1'-0"
GL-2
© 2015
3'-2"
6
A602
All Rights Reserved
2'-8"
2"
2"
22'-0"
2'-9"
2"
2'-9"
2"
3'-2" 2" 4" 2" 3'-0"
2"
3'-0"
2"
2'-9"
2"
2'-9"
2"
2"
EQ. 2" EQ. EQ. 2" EQ. 1'-6" 2" 1'-6" 4" 1'-5" 2" 1'-5"
EQ. 2" EQ. EQ. 2" EQ. EQ. 2" EQ.
2"
2"
2"
2"
2"
A4
2"
10'-0"
AD02
101
101
102
102
102
103
103
104
Access Commercial, LLC
AD01 - DOOR AND FRAME SCHEDULE
DOOR
FRAME
HARDWARE
FIRE
SIZE
DETAIL
RATING SET KEYSIDE
DOOR
ROOM
#
DOOR NAME WD HGT THK MAT EL GLAZ MAT EL HEAD JAMB SILL LABEL NO RM NO NOTE