Onslow County Courthouse Expansion

Transcription

Jacksonville, NC
SSA 2015014.00
ADDENDUM 2
ADDENDUM DATE: July 26, 2015
PROJECT:
109 Old Bridge Street
Jacksonville, NC 28540
OWNER:
Onslow County
234 NW Corridor Blvd
ARCHITECT:
Smith Sinnett Architecture, P.A.
4600 Lake Boone Trail, Suite 205
Raleigh, North Carolina 27607
BIDS DUE:
Tuesday, August 2nd, 2016 at 3:00 p.m.
Onslow County Government Center
234 NW Corridor Blvd.
Room 107
Please note, Project Addendums and Bidders List are available at www.smithsinnett.com under the
‘Documents’ icon on the navigation bar.
This Addendum shall be included in the contract for the above referenced project. All General,
Supplementary and Special Conditions, etc., as originally specified or as modified below shall apply to these
items.
This Addendum consists of (46) pages. Attached documents include: (2) Sketches dated 07-26-16, (2)
Specifications Sections, Electrical, Mechanical, and Plumbing Addendum No. 2, and (14) Structural
Drawings and (1) Architectural Drawing with a Revision Date of July 26, 2016.
GENERAL CLARIFICATIONS
Item 1
Wainscoting as shown in elevation 15/A4-41 and sketch SKA-03 as issued with Addendum
No. 1, to continue along wall in lieu of wood paneling for base bid. Second Floor Wood
Paneling shown, has been moved into Alternate No. 10. See changes to Proposal Form and
Alternates sections.
CHANGES TO SPECIFICATIONS
Section 00 42 00 – Proposal Form
Item 2
Replace section in its entirety with attached Revised Proposal Form.
Addendum 2
ADD 2-1
Jacksonville, NC
SSA 2015014.00
Section 01 23 00 – Alternates
Item 3
Modify Subparagraph 3.1.H, to read as follows:
H. Alternate No. 8; Exterior Lightings: State the amount to be added to the Base
Bid for providing all labor and materials to install exterior LED Lighted Handrails in
lieu of exterior stainless steel handrails and associated Tree Lights per electrical
and as shown and indicated in the contract documents per the plans and
specifications.
Item 4
Add Subparagraph 3.1.J, to read as follows:
J.
Alternate No. 10; Second Floor Wood Paneling: State the amount to be added
to the Base Bid for providing all labor and materials for wood paneling as shown on
A7-04 and elevation 15/A4-41 and any other locations and details as shown and
indicated in the contract documents per the plans and specifications.
Section 07 13 00 – Composite Sheet Waterproofing
Item 5
Add Subparagraph 2.1.B.1.e, to read as follows:
6) Polycoat Products; Aquaseal 5000.
Section 08 44 13 – Glazed Aluminum Curtain Walls
Item 6
Add section in its entirety with attached Glazed Aluminum Curtain Wall specification section.
Section 14 24 00 – Hydraulic Elevators
Item 7
Clarification, Subparagraph 2.9.A and 2.13.C; Fixed return panel with a swing car station plate
is acceptable, provided this system can be used with no changed to elevator as drawn.
Item 8
Clarification, Subparagraph 2.14.C; Holeless hydraulic equipment is acceptable for Elevator
E3, provided this system can be used with no changes to elevator as drawn.
Section 32 31 19 – Decorative Metal High Security Fences and Gates
Item 9
Modify Subparagraph 2.2.B wind load requirement, from 130mph, to 125 mph.
Item 10
Modify Subparagraph 2.3.B topcoat color; The color shall be Black.
Item 11
Modify/Strike Subparagraph 2.4.A.1, 3, and 4, as follows:
A. Installed in an opening as indicated on the drawings:
1. Description: Commercial Grade gate and adjacent fence section: total
steel ornamental pale high security fence system. The system shall
include all components (i.e., pales, rails, posts, gates and hardware)
required.
Addendum 2
ADD 2-2
Jacksonville, NC
SSA 2015014.00
2. Basis of Design is Ameristar Impasse II – Gauntlet - 2 rail system or
equals by Ametco Manufacture Co., Hoover Fence Co., Raber Industries
or approved equal.
3. Color: Black
4. Omit subparagraph in its entirety.
Item 12
Add Subparagraph 2.4.B, to read as follows:
B. Installed in an opening as indicated on the drawings:
5. Description: Commercial Grade Aluminum ornamental gate and adjacent
fence section. Basis of Design is Ameristar Echelon Plus – Majestic 4 rail
system or equals by Ametco Manufacture Co., Hoover Fence Co., Raber
Industries or approved equal.
6. Color: Black
7. Size: 6’-0” high by 3’-0” wide or as indicated for single or double gates.
a. Verify opening in field prior to fabrication.
b. Hardware: Provide commercial grade self-closing hinges and
strike side closures with panic exit security plate.
Section 32 40 00 – Site Furnishings
Item 13
Add Subparagraph 2.8 Skateboard Deterrent, to read as follows:
2.8
Skateboard Deterrent
A. Products:
1. Stainless Steel Blade embed type skateboard deterrent by Skatestoppers or
approved equal.
2. Approved Manufacturers:
a. Vanguard Group
b. Maglin Site Furnishings
3. Model: D90-8 basis of design with locking pin for grout embed.
4. Size: Match wall cap profile.
5. Material: 316 Stainless Steel.
6. Spacing: Match wall cap spacing 5’-0” O.C. max, final spacing to be based on
cap joints.
CHANGES TO DRAWINGS
Sheet C9-00 – Site Details
Item 14
Revise Detail ‘Proposed Pavement Section’ note; from 3” SF9.5A, to 4” SF9.5A as described
in Asphalt Paving specification section (32 12 16).
Sheet S1-01 – Phase I – Foundation Plan – Summersill, Sections
Replace sheet in its entirety. Changes are as follows:
Item 15
Added dimensions to centerline of some pile caps and slightly shifted a few pile cap locations
on plan 1/S1-01.
Addendum 2
ADD 2-3
Jacksonville, NC
SSA 2015014.00
Sheet S1-04 – Phase I – Penthouse Roof Framing Plan - Summersill
Item 16
Added wall width dimension to Section 3/S1-04.
Item 17
Removed extraneous section cut on plan 1/S1-04.
Sheet S1-07 – Enlarged Foundation Plans
Item 18
Shifted/Clarified a few pile cap locations on plan 1/S1-07, same area and as a result of shifts
on S1-01.
Sheet S1-21 – First Floor Foundation Plan - Expansion
Item 19
Rotated orientation of two (2) columns (EE-20 and HH-20) on 1/S1-21.
Sheet S1-22 – Second Floor Framing Plan - Expansion
Item 20
Item 21
Added shear studs to one beam on 1/S1-22.
Sheet S1-23 – Third Floor / Low Roof Framing Plan - Expansion
Item 22
Rotated orientation and revised two (2) columns sizes (EE-20 and HH-20) on 1/S1-23.
Item 23
Revised three (3) beam sizes on 1/S1-23.
Item 24
Added call out for elevator shaft divider beam on 1/S1-23.
Sheet S1-24 – Penthouse Floor / Roof Framing Plan - Expansion
Item 25
Revised low roof joist sizes, changed two (2) beam sizes at cantilevered rear walkway beams
from WF to HSS members to match walkway beam sizes on 1/S1-24.
Item 26
Revised two (2) beam sizes at cantilevered rear walkway beams, from WF, to HSS members
to match walkway beam sizes on 1/S1-24.
Item 27
Added moment connection notation at column grid GG.1-24.1 on 1/S1-24.
Addendum 2
ADD 2-4
Jacksonville, NC
Item 28
Item 29
Revised size of two (2) elevator removable hoist beams on 1/S1-24.
SSA 2015014.00
Sheet S1-25 – Roof Framing Plan - Expansion
Item 30
Item 31
Added section cut 3/S3-14 on 1/S1-25.
Item 32
Added four (4) W8x15 beams on plan 3/S1-25.
Sheet S1-26 – Plaza Foundation Plan
Item 33
Added reference to architectural/civil drawings at flag pole plinth on 2/S1-26.
Sheet S2-01 – Braced Frame Elevations
Item 34
Added weld symbols at diagonal bracing details.
Sheet S3-13 – Framing Sections
Item 35
Revised Section 7/S3-13 for framing revisions at rear exterior walkway.
Sheet S3-14 – Framing Sections
Item 36
Added Section 3/S3-14.
Sheet S5-05 – Typical Details
Item 37
Added call out for plate thickness at Built-Up “WT” Section brick lintel detail.
Sheet S5-08 – Typical Details
Item 38
Added Typical Moment Connection Details.
Addendum 2
ADD 2-5
Jacksonville, NC
SSA 2015014.00
Sheet A2-01 – Building Elevations
Item 39
Elevation 1/A2-01: Revise all references to ‘Cast Stone Window Detail’, to read ‘Cast Stone
Accent, 12x24 Running Bond’.
Item 40
Elevation 2/A2-01: Revise all references to ‘Cast Stone Cornice’, to read ‘Cementitious
Coping’.
Sheet A4-20 – Casework Elevations and Details
Item 41
Revised and enlarged scale of details 15, 16, 18, 19, and 20/A4-20.
Item 42
Revised elevation 4/A4-20.
Sheet A5-20 – Ceiling Details
Item 43
Add Projector and Projector Screen mounting details as shown in SKA-04.
Sheet A5-42 – Roof Details
Item 44
Detail 15/A5-42; Revise all references to Drain Dome as follows: Cast Iron or Aluminum
Drain Dome, typ.
Sheet A6-01 - Door Schedule and Details
Door Schedule
Item 45
Doors 250A, 253A, 254, 264, 265A; Revise door type from HG, to S as shown in Elevations
8/A4-30 and 11/A4-30.
Item 46
Doors 260A; Revise door type from F, to S as shown in Elevations 8/A4-30.
Door Legend
Item 47
Legend Item A; Revise legend name from A, to AP.
Sheet A7-01 – Level 1- Expansion Finish Plan
Item 48
Detail 1/A7-01; Room Number 144 Bailiff to receive Rubber Base (RB).
Sheet A7-04 – Level 2 - Expansion Finish Plan
Item 49
Detail 1/A7-04; All Wood Paneling depicted in WAITING 200 shall be part of Alternate No. 10,
as added by this addendum.
Item 50
Detail 1/A7-04; Room numbers 210A VESTIBULE, 242 JUDGES CHAMBER, 151 STAIR 1,
123 STAIR 2 are to receive Rubber Base (RB).
Addendum 2
ADD 2-6
Jacksonville, NC
SSA 2015014.00
Item 51
Detail 1/A7-04; Add finish tag to room 201A VESTIBULE as shown in Sketch SKA-02.
Item 52
Detail 1/A7-04; Revise room finishes for room number 150 STAIR 3, from FT3 and TB, to SC
and RB.
Sheet A7-06 – Level 2- Summersill (North) Finish Plan
Item 53
Detail 1/A7-06: Room Number 652 CLERK to receive Carpet (CPT4), Rubber Base (RB), and
Paint (PT1) on North, South, and West Walls and Paint (PT6) on East Wall.
Sheet A7-07 – Level 3 - Finish Plan
Item 54
Detail 1/A7-07; Room numbers 346 STOR and 151 STAIR 1 are to receive Rubber Base (RB).
Item 55
and RB.
Sheet A7-08 – Mezzanine - Finish Plan
Item 56
Detail 1/A7-08; Room numbers 406 JUDGE is to receive Rubber Base (RB).
Item 57
and RB.
End of Addendum 2
Attached:
Sketches (2 Pages)
Specification Section (00 42 00 Proposal Form) (6 Pages)
Specification Section (08 44 13 Glazed Aluminum Curtain Walls) (8 pages)
Addendum No. 1 (Electrical) (4 Pages)
Addendum No. 1 (Mechanical) (2 Pages)
Addendum No. 1 (Plumbing) (2 Pages)
Drawing Sheets (15 Pages)
Addendum 2
ADD 2-7
T 919 781 8582
F 919 781 3979
4600 Lake Boone Trail
Suite 205
Raleigh, NC 27607
[email protected]
X
HH.1
W
V
U
II
T
S
14
22
14
2
C:\Users\Bailey\Documents\2015014_Onslow Co [email protected]
7/26/2016 2:25:34 PM
10
18
VEST
201A
PT1 PT1 PT1
CPT3
RB
18
PT1
A
23.1
CONF
202
PT1 PT1 PT4
CPT4
RB
WD PANEL
PT1
B
WD PANEL
23
11
2
7' - 0"
STAIR 1
151
PT1 PT1 PT1
SC
RB
DN
UP
PT1
D
24
24.1
SK-A02
REFERENCE:
DRAWN BY/CHECKED BY:
2015014
A7-04
BEA
07/26/16
ONSLOW COUNTY
COURTHOUSE EXPANSION
109 OLD BRIDGE STREET, JACKSONVILLE, NC
This drawing and the design shown is the property of Smith Sinnett
Architecture, P.A. the reproduction or use of this property without the
written consent of the Architect is prohibited. Any infringement of the
ownership rights will be subject to legal action. All copies of this drawing
must be returned to the Architect at the completion of the contract.
Smith Sinnett Architecture, P.A. 2016
THIS DRAWING IS FORMATTED TO BE PRINTED ON A
8.5" X 11" SHEET
T 919 781 8582
F 919 781 3979
5/8" GWB ON 3 5/8" METAL STUDS @
16" O.C. BRACE TO STRUCTURE, TYP.
SECURE TO DECK AS REQUIRED
Suite 205
Raleigh, NC 27607
SPACE CEILING BRACING AS
REQUIRED TO SUPPORT SCREEN
6" MIN.
CEILING AS SCHEDULED
[email protected]
VARIES, SEE REFLECTED
CEILING PLAN
CONTINUOUS 4 x 4 x 18 GUAGE ANGLE
VARIES - SEE REFLECTED
CEILING PLAN
SEE PLAN
TYP GYP CONTINUOUS BULKHEAD
1" = 1'-0"
3 5/8" MTL STUDS.
SECURE TO
STRUCTURE
CEILING PLAN
PROJECTOR SCREEN
LOCATION, VERIFY SIZE
OF OPENING WITH
PROJECTOR MFR
CEILING PLAN
6" TYP.
5/8" GYP. BOARD
VERIFY W MFR
7/26/2016 10:36:19 PM
WALL FACE, SEE PLAN
CORNER BEAD, TYP.
RECESSED, FLUSH MOUNT
MOTORIZED PROJECTION SCREEN,
CENTER IN BULKHEAD.
VERIFY W MFR
CEILING PLAN
CONTINUOUS 4 x 4 x 18
GAUGE ANGLE
VARIES
TYP BULKHEAD DETAIL
1" = 1'-0"
SK-A04
REFERENCE:
DRAWN BY/CHECKED BY:
2015014
A5-20
BEA
07/26/16
ONSLOW COUNTY
This drawing and the design shown is the property of Smith Sinnett
Architecture, P.A. the reproduction or use of this property without the
written consent of the Architect is prohibited. Any infringement of the
ownership rights will be subject to legal action. All copies of this drawing
must be returned to the Architect at the completion of the contract.
THIS DRAWING IS FORMATTED TO BE PRINTED ON A
8.5" X 11" SHEET
Jacksonville, North Carolina
Smith Sinnett / 2015014
Onslow County
SECTION 00 42 00 - PROPOSAL FORM
PROJECT:
109 Old Bridge Street
Jacksonville, North Carolina 28540
OWNER:
Onslow County
234 NW Corridor Blvd.
Jacksonville, North Carolina 28540
ARCHITECT:
Smith Sinnett Architecture
4600 Lake Boone Trail, Suite 205
Raleigh, North Carolina 27607
The undersigned, as bidder, hereby declares that the only person or persons interested in this proposal as principal or
principals is or are named herein and that no other person than herein mentioned has any interest in this proposal or
in the contract to be entered into; that this proposal is made without connection with any other person, company or
parties making a bid or proposal; and that it is in all respects fair and in good faith without collusion or fraud. The
bidder further declares that he has examined the site of the work and the contract documents relative thereto, and has
read all special provisions furnished prior to the opening of bids; that he has satisfied himself relative to the work to
be performed.
The Bidder proposes and agrees if this proposal is accepted to contract with Onslow County in the form of contract
specified below, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation
and labor necessary to complete the construction of
in full in complete accordance with the plans, specifications and contract documents, to the full and entire
satisfaction of Onslow County, and Smith Sinnett Architecture with a definite understanding that no money will
be allowed for extra work except as set forth in the General Conditions and the contract documents.
The low Bidder will be determined by the total cost of the Contract with the lump sum prices of the alternates
accepted being added to or deducted from the Base Bid to give the total cost of the Contract. Bidders are required to
give a price for Base Bid, all Alternates, and all Unit Prices as applicable to their Contract. All Bidders are required
to be licensed and in good standing with their respective North Carolina Licensing Board.
PROPOSAL FORM - Revised
00 42 00 - 1
Onslow County
SINGLE PRIME CONTRACT:
BASE BID:
Total Amount:
Dollars ($
)
Dollars ($
)
ALTERNATE 1: Owner Preferred Manufacturer: Door Hardware
Total Amount:
ALTERNATE 2: Owner Preferred Manufacturer: HVAC
(Provide Breakout price. The Alternate total shall be used as the basis of award and breakout prices shall be used as
basis for value engineering. Total of breakout prices shall equal the total amount of the Alternate.)
2A.
Air Handling Units: Manuf. - McQuay/Daikin
$______________
2B.
HVAC Controls: Manuf. - Honeywell
$______________
Total Amount:
Dollars ($
)
Dollars ($
)
Dollars ($
)
Dollars ($
)
Dollars ($
)
Dollars ($
)
ALTERNATE 3: Owner Preferred Manufacturer: Electrical
Total Amount:
ALTERNATE 4: Owner Preferred Manufacturer: Access Control System
Total Amount:
ALTERNATE 5: Existing Elevator Modernization
Total Amount:
ALTERNATE 6: Epoxy Terrazzo Flooring
Total Amount:
ALTERNATE 7: Additional Public Elevator
Total Amount:
ALTERNATE 8: Exterior Lighting
(Provide Breakout price. The Alternate total shall be used as the basis of award and breakout prices shall be used as
basis for value engineering. Total of breakout prices shall equal the total amount of the Alternate.)
8A.
Exterior LED Lighted Handrails
$______________
8B.
Tree Lighting
$______________
Total Amount:
Dollars ($
)
Dollars ($
)
Dollars ($
)
ALTERNATE 9: Replace Existing Access Control System
Total Amount:
ALTERNATE 10: Second Floor Wood Paneling
Total Amount:
00 42 00 - 2
Onslow County
MAJOR SUBCONTRACTORS (Name, City & State)
General Subcontractor:
Plumbing Subcontractor:
Lic
Mechanical Subcontractor:
Lic
Electrical Subcontractor:
Lic
Lic
GS143-128(d) requires all single prime bidders to identify their subcontractors for the above subdivisions of work.
A contractor whose bid is accepted shall not substitute any person as subcontractor in the place of the subcontractor
listed in the original bid, except (i) if the listed subcontractor's bid is later determined by the contractor to be nonresponsible or non-responsive or the listed subcontractor refuses to enter into a contract for the complete
performance of the bid work, or (ii) with the approval of the awarding authority for good cause shown by the
contractor.
The bidder further proposes and agrees hereby to commence work under this contract on a date to be specified in a
written order of the designer and shall fully complete all work thereunder within the time specified in the
Supplementary General Conditions Article 9. Applicable liquidated damages amount is also stated in the
Supplementary General Conditions Article 9.
BIDDERS CHECKLIST
Bidder’s are to submit the following documents with their bid. Failure to submit the required forms/documentation
may cause bid to be rejected.
____
Proposal Form
____
Proposal Attachment
____
Bid Bond
____
Identification of HUB Certified/Minority Business Participation Form
____
Affidavit A or Affidavit B
____
Acknowledgement of Addendums issued
____
Bid Form Signed, Sealed and Attested (or Witnessed)
____
E-Verify Affidavit
00 42 00 - 3
Onslow County
ALLOWANCES
(Refer to Division 01 Section 01 21 00 – Allowances for amounts to be included in bid)
Acknowledge Allowances have been included with in the Base Bid and Alternate 5
BASE BID ALLOWANCES
UP/A-1
UP/A-2
UP/A-3
UP/A-4
UP/A-5 _____________
A-6
A-7
A-8
A-9
A-10
.
ALTERNATE 5 ALLOWANCE
A-11
.
UNIT PRICES
(Refer to Division 01 Section 01 22 00 - Unit Prices for Quantities)
Unit prices quoted and accepted shall apply throughout the life of the contract, except as otherwise specifically
noted. Unit prices shall be applied, as appropriate, to compute the total value of changes in the Base Bid and
quantity of the work all in accordance with the contract documents.
Unit Price No. UP/A-1: Driven Piles: per each
Unit Price ($) See Attachment
Unit Price No. UP/A-2: Undercut / Replacement in Open: per cubic yd.
Unit Price ($)
Unit Price No. UP/A-3: Undercut/Replacement in Trenches: per cubic yd.
Unit Price ($)
Unit Price No. UP/A-4: Utility Trench Undercut/Replacement: per cubic yd.
Unit Price ($)
Unit Price No. UP/A-5: Geotextile Fabric: per square yd.
Unit Price ($)
.
ADDENDUM
(Addendum received and used in computing bid)
Addendum No. 1
Addendum No. 2
Addendum No. 3
Addendum No. 4
Addendum No. 5
Addendum No. 6
00 42 00 - 4
Onslow County
PROPOSAL SIGNATURE PAGE
The undersigned further agrees that in the case of failure on his part to execute the said contract and the bonds
within ten (10) consecutive calendar days after being given written notice of the award of contract, the certified
check, cash or bid bond accompanying this bid shall be paid into the funds of the owner's account set aside for the
project, as liquidated damages for such failure; otherwise the certified check, cash or bid bond accompanying this
proposal shall be returned to the undersigned. No proposal may be withdrawn after the scheduled closing time for
the receipt of Bids for a period of sixty (60) days.
Respectfully submitted this day of
(Name of firm or corporation making bid)
WITNESS:
By:
Signature
(Proprietorship or Partnership)
Name:
Print or type
Title:
(Owner/Partner/Pres./V.Pres)
Address:
ATTEST:
By:
License No.:
Title:
Federal I.D. No.:
(Corp. Sec. or Asst. Sec. only)
Email Address:
(CORPORATE SEAL)
00 42 00 - 5
Onslow County
MINORITY BUSINESS PARTICIPATION REQUIREMENTS
Provide with the bid - Under GS 143-128.2(c) the undersigned bidder shall identify on its bid (Identification of
Minority Business Participation Form) the minority businesses that it will use on the project with the total dollar
value of the bids that will be performed by the minority businesses. Also list the good faith efforts (Affidavit A)
made to solicit minority participation in the bid effort.
NOTE: A contractor that performs all of the work with its own workforce may submit an Affidavit (B) to that
effect in lieu of Affidavit (A) required above. The MB Participation Form must still be submitted even if there is
zero participation.
After the bid opening - The Owner will consider all bids and alternates and determine the lowest responsible,
responsive bidder. Upon notification of being the apparent low bidder, the bidder shall then file within 72 hours of
the notification of being the apparent lowest bidder, the following:
An Affidavit (C) that includes a description of the portion of work to be executed by minority businesses, expressed
as a percentage of the total contract price, which is equal to or more than the 10% goal established. This affidavit
shall give rise to the presumption that the bidder has made the required good faith effort and Affidavit D is not
necessary;
* OR *
If less than the 10% goal, Affidavit (D) of its good faith effort to meet the goal shall be provided. The document
must include evidence of all good faith efforts that were implemented, including any advertisements, solicitations
and other specific actions demonstrating recruitment and selection of minority businesses for participation in the
contract.
Note: Bidders must always submit with their bid the Identification of Minority Business Participation Form listing
all MB contractors, vendors and suppliers that will be used. If there is no MB participation, then enter none or zero
on the form. Affidavit A or Affidavit B, as applicable, also must be submitted with the bid. Failure to file a
required affidavit or documentation with the bid or after being notified apparent low bidder is grounds for rejection
of the bid.
END OF SECTION 00 42 00
00 42 00 - 6
Onslow County
SECTION 08 44 13 - GLAZED ALUMINUM CURTAIN WALLS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary General
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
1.3
This Section includes the following:
1.
Glazed aluminum curtain wall.
RELATED SECTIONS
A.
1.4
The following Sections contain requirements that relate to this Section:
1.
Division 07 Section "Thermal Insulation" for insulation materials and firesafing field installed in
conjunction with glazed aluminum curtain wall system.
2.
Division 07 Section "Joint Sealants" for joint sealants installed as part of glazed aluminum curtain
wall system.
3.
Division 08 Section "Aluminum Framed Entrances and Storefronts."
4.
Division 08 Section "Glazing."
SYSTEM DESCRIPTION
A.
B.
C.
D.
E.
F.
G.
General: Provide glazed aluminum curtain wall system that has the following capabilities based on
testing manufacturer's standard units in assemblies similar to those indicated for this Project:
Provide glazed aluminum curtain wall system that has the following capabilities based on
preconstruction testing:
1.
Withstands loads and thermal and structural movement requirements indicated without failure.
Failure includes the following:
a.
Air infiltration and water penetration exceeding specified limits.
b.
Framing members transferring stresses, including those caused by thermal and structural
movement, to glazing units.
Glazing is physically and thermally isolated from framing members.
System is pressure equalized at its interior face.
System is reglazable from the exterior.
Wind Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of
withstanding wind-load design pressures calculated according to requirements of authorities having
jurisdiction or the American Society of Civil Engineers' ASCE 7-98, "Minimum Design Loads for
Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent.
Basic Design Wind Velocity at the site is 125 mph. Height of window units above grade are indicated on
drawings. Minimum Design pressure is 40psf inward and outward.
1.
Sideways (Story Drift): Accommodate building story drift when wind loads effect maximum
overturning moment. Calculate story drift according to requirements of authorities having
jurisdiction.
2.
Deflection of framing members in a direction normal to wall plane is limited to 1/175 of clear span
or 3/4 inches, whichever is smaller, unless otherwise indicated.
GLAZED ALUMINUM CURTAIN WALLS
08 44 13 - 1
Onslow County
3.
H.
I.
J.
K.
L.
M.
N.
O.
P.
Q.
R.
1.5
Deflection of framing members in a direction normal to wall plane is limited to 1/360 of clear
span, 3/4 inches maximum, where plaster or gypsum board surfaces are subject to bending.
4.
Deflection of framing members overhanging an anchor point is limited to 2 times the length of the
cantilevered member, divided by 175.
5.
Test Performance: Provide glazed aluminum curtain wall system that does not evidence material
failures, structural distress, or permanent deformation of main framing members exceeding 0.2
percent of clear span when tested according to ASTM E 330.
a.
Test Pressure: 150 percent of inward and outward wind-load design pressures.
b.
Duration: As required by design wind velocity; fastest 1 mile of wind for relevant
exposure category.
Seismic Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of
withstanding the effects of earthquake motions calculated according to requirements of authorities having
jurisdiction or ASCE 7, "Minimum Design Loads for Buildings and Other Structures," Section 9,
"Earthquake Loads," whichever are more stringent.
Dead Loads: Provide glazed aluminum curtain wall system members that do not deflect an amount
which will reduce glazing bite below 75 percent of design dimension when carrying full dead load.
Provide a minimum 1/8-inch clearance between members and top of fixed panels, glazing, or other fixed
part immediately below. Provide a minimum 1/16-inch clearance between members and operable
windows and doors.
Live Loads: Provide glazed aluminum curtain wall system, including anchorage, that accommodates
supporting structure's deflection from uniformly distributed and concentrated live loads indicated without
failure of materials or permanent deformation.
Air Infiltration: Provide glazed aluminum curtain wall system with permanent resistance to air leakage
through system of not more than 0.06 cfm/sq. ft. of fixed wall area when tested according to
ASTM E 283 at a static-air-pressure difference of 6.24 lbf/sq. ft..
1.
Aluminum windows to be installed in storefront are included in Division 8 Section "Aluminum
Windows."
Water Penetration: Provide glazed aluminum curtain wall system that does not evidence water leakage
when tested according to ASTM E 331 at minimum differential pressure of 20 percent of inward acting
wind-load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings and Other
Structures," but not less than 10 lbf/sq. ft..
Thermal Movements: Provide glazed aluminum curtain wall system, including anchorage, that
accommodates thermal movements of system and supporting elements resulting from the following
maximum change (range) in ambient and surface temperatures without buckling, damaging stresses on
glazing, failure of joint sealants, damaging loads on fasteners, noise or vibration, and other detrimental
effects.
1.
Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.
Structural Support Movement: Provide glazed aluminum curtain wall system that accommodates
structural movements including, but not limited to, sway, twist, column shortening, long-term creep, and
deflection.
Condensation Resistance: Provide glazed aluminum curtain wall system with condensation-resistance
factor (CRF) of not less than 55 when tested according to AAMA 1503.1.
Average Thermal Conductance: Provide glazed aluminum curtain wall system with an average Uvalue of not more than 0.66 Btu/sq. ft. x h x deg F when tested according to AAMA 1503.1.
Sound Transmission: Provide glazed aluminum curtain wall system with average sound transmission
loss through system of not less than 34 decibels (dB) when tested according to ASTM E 90.
Dimensional Tolerances: Provide glazed aluminum curtain wall system, including anchorage, that
accommodates dimensional tolerances of building frame and other adjacent construction.
SUBMITTALS
A.
B.
General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Specification Sections.
Product Data for each product specified, including details of construction relative to materials,
dimensions of individual components, profiles, and finishes.
08 44 13 - 2
C.
D.
E.
F.
G.
H.
I.
J.
K.
1.6
Onslow County
Shop Drawings showing fabrication and installation of glazed aluminum curtain wall system including
plans, elevations, sections, details of components, and attachments to other units of Work.
1.
For installed products indicated to comply with certain design loadings, include structural analysis
data signed and sealed by the qualified professional engineer responsible for their preparation.
Samples for initial selection in the form of manufacturer's color charts showing the full range of colors
available for components with factory-applied color finishes.
Samples for verification of each type of exposed finish required in manufacturer's standard sizes. Where
finishes involve normal color and texture variations, include Sample sets showing the full range of
variations expected.
Cutaway Sample of each vertical-to-horizontal intersection of system, made from 12-inch lengths of
full-size components and showing details of the following:
1.
Joinery.
2.
Anchorage.
3.
Expansion provisions.
4.
Glazing.
5.
Flashing and drainage.
Welder certificates indicating that welders comply with requirements specified in "Quality Assurance"
Article.
Installer certificates signed by manufacturer certifying that installers comply with requirements in
"Quality Assurance" Article.
Preconstruction test reports from a qualified independent testing agency indicating and interpreting test
results relative to compliance with performance requirements of glazed aluminum curtain wall system.
Product test reports from a qualified independent testing agency evidencing compliance of glazed
aluminum curtain wall system with requirements based on comprehensive testing of manufacturer's
current system.
Field test reports from a qualified independent inspecting and testing agency indicating and interpreting
test results relative to compliance with performance requirements of glazed aluminum curtain wall
system.
QUALITY ASSURANCE
A.
B.
C.
D.
E.
Testing Agency Qualifications: To qualify for approval, an independent testing agency must
demonstrate to Architect's satisfaction, based on evaluation of agency-submitted criteria conforming to
ASTM E 699, that it has the experience and capability to satisfactorily conduct the testing indicated
without delaying the Work.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in
the State of North Carolina and who is experienced in providing engineering services of the kind
indicated. Engineering services are defined as those performed for installations of glazed aluminum
curtain wall systems that are similar to those indicated for this Project in material, design, and extent.
Installer Qualifications: Engage an experienced installer to assume engineering responsibility and
perform work of this Section who has specialized in installing glazed aluminum curtain wall systems
similar to those required for this Project and who is acceptable to manufacturer.
1.
Engineering Responsibility: Engage a qualified professional engineer to prepare or supervise the
preparation of data for glazed aluminum curtain wall systems, including drawings, testing program
development, test-result interpretation, and comprehensive engineering analysis that shows
systems' compliance with specified requirements.
Source Limitations: Obtain each type of glazed aluminum curtain wall system from one source and by a
single manufacturer.
Product Options: Information on Drawings and in Specifications establishes requirements for system's
aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions,
arrangements, alignment, and profiles of components and assemblies as they relate to sight lines and
relationships to one another and to adjoining construction. Performance characteristics are indicated by
criteria subject to verification by one or more methods including preconstruction testing, field testing, or
in-service performance.
08 44 13 - 3
F.
G.
H.
1.7
Onslow County
Product Options: Drawings indicate size, profiles, and dimensional requirements of glazed aluminum
curtain wall system and are based on the specific system indicated. Other manufacturers' systems with
equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions."
1.
Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's
approval and only to the extent needed to comply with performance requirements. Where
modifications are proposed, submit comprehensive explanatory data to Architect for review.
Welding Standards: Comply with applicable provisions of AWS D1.2, "Structural Welding Code-Aluminum."
1.
Engage welders who have satisfactorily passed AWS qualification tests for welding processes
involved and who are currently certified for these processes.
Preinstallation Conference: Conduct conference at Project site to comply with requirements of
Division 1 Section "Project Meetings."
PROJECT CONDITIONS
A.
B.
1.8
Field Measurements: Verify dimensions by field measurements before fabrication and show recorded
measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid
delaying the Work.
Where field measurements cannot be made without delaying the Work, guarantee dimensions and
proceed with fabrication without field measurements. Coordinate construction to ensure that actual
dimensions correspond to guaranteed dimensions.
WARRANTY
A.
B.
C.
General Warranty: The special warranty specified in this Article shall not deprive the Owner of other
rights the Owner may have under other provisions of the Contract Documents and shall be in addition to,
and run concurrent with, other warranties made by the Contractor under requirements of the Contract
Documents.
Special Warranty: Submit a written warranty executed by the manufacturer agreeing to repair or
replace components of a glazed aluminum curtain wall system that fail in materials or workmanship
within the specified warranty period. Failures include, but are not limited to, the following:
1.
Structural failures including, but not limited to, excessive deflection.
2.
Noise or vibration caused by thermal movements.
3.
Failure of system to meet performance requirements.
4.
Deterioration of metals, metal finishes, and other materials beyond normal weathering.
5.
Failure of operating components to function normally.
6.
Water leakage.
7.
Glazing breakage.
Warranty Period: Three (3) years from date of Final Acceptance.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Basis-of-Design Product: Designs indicated on the Drawings are based on YKK series products. Subject
to compliance with requirements, provide product indicated on Drawings or comparable product by one
of the following:
1.
EFCO Corporation.
2.
Kawneer North America; an Alcoa company.
3.
Vistawall Architectural Products; The Vistawall Group; a Bluescope Steel company.
4.
YKK AP America Inc.
08 44 13 - 4
5.
2.2
Onslow County
Tubelite Inc.
GLAZED CURTAIN WALL SYSTEMS
A.
2.3
Curtain Wall Frames: Basis of Design YKK YCW 750 OG
1.
Description: Framing shall be thermally improved. Horizontal and vertical framing members shall
have a nominal face dimension of 2-1/2 inches. Depth as indicated on drawings. Framing system
shall provide a flush glazed appearance on all sides with no protruding glass stops.
2.
Size: 2 ½” x 7 ½”
3.
Flush glazed from the exterior with 1” insulated glazing
4.
Provide integral entrance door frames at locations show in drawings.
5.
Finish: Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as
fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear
0.018 mm or thicker complying with AAMA 607.1.
MATERIALS
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
2.4
Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated,
complying with the requirements of standards indicated below.
1.
Sheet and Plate: ASTM B 209.
2.
Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221.
3.
Extruded Structural Pipe and Tubes: ASTM B 429.
4.
Welding Rods and Bare Electrodes: AWS A5.10.
Steel: Hot-rolled, complying with ASTM A 36 requirements and ASTM A 123, Grade 35, hot-dip
galvanized coating requirements.
Glazing as specified in Division 8 Section "Glazing."
Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black, resilient
elastomeric glazing gaskets, setting blocks, and shims or spacers; in hardness recommended by
manufacturer.
Glazing sealants and fillers as specified in Division 8 Section "Glazing."
Framing system gaskets and joint fillers as recommended by manufacturer for joint type.
Sealants and joint fillers for joints within glazed aluminum curtain wall system as specified in
Division 7 Section "Joint Sealants."
Firesafing materials as specified in Division 7 Section "Building Insulation."
Insulating materials as specified in Division 7 Section "Building Insulation."
Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements,
formulated for 30-mil thickness per coat.
COMPONENTS
A.
B.
C.
D.
Insulated Glazed Spandrel Panels: Install where indicated on drawings. And as specified under
“Glazing Section”.
Exterior Trim: Stainless steel complying with ASTM A 666, Type 302, 304, or 316 requirements; with
No. 4 finish; and in profiles indicated.
Brackets and Reinforcements: Provide manufacturer's standard high-strength aluminum brackets and
reinforcements. Provide nonstaining, nonferrous shims for aligning system components.
Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding
fasteners and accessories compatible with adjacent materials. Finish exposed portions to match glazed
aluminum curtain wall.
1.
At movement joints, use slip-joint linings, spacers, and sleeves of material and type recommended
by manufacturer.
08 44 13 - 5
Onslow County
2.
E.
F.
G.
2.5
Where fasteners anchor into aluminum less than 0.125 inch (3.2 mm) thick, provide reinforcement
to receive fastener threads.
3.
Use exposed fasteners with countersunk Phillips screw heads finished to match framing members,
unless otherwise indicated.
Anchors: 3-way adjustable anchors that accommodate fabrication and installation tolerances in material
and finish compatible with adjoining materials and recommended by manufacturer.
1.
Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts
complying with ASTM A 123 or ASTM A 153 requirements.
Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding flashing,
compatible with adjacent materials, and of type recommended by manufacturer.
Steel Reinforcement: Provide steel reinforcement consisting of single or nested channels or other
reinforcing necessary to meet any and all loading conditions- show required reinforcement on shop
drawings.
FABRICATION
A.
B.
C.
D.
E.
F.
G.
H.
2.6
General: Fabricate glazed aluminum curtain wall system according to Shop Drawings. Fabricate
components that, when assembled, will have accurately fitted joints with ends coped or mitered to
produce hairline joints free of burrs and distortion. After fabrication, clearly mark components to identify
their locations in Project according to Shop Drawings.
Forming: Form shapes with sharp profiles, straight and free of defects or deformations, before finishing.
Prepare components to receive concealed fasteners and anchor and connection devices.
Fabricate components to drain water passing joints, condensation occurring in glazing channels,
condensation occurring within framing members, and moisture migrating within the system to the
exterior.
Welding: Weld components to comply with referenced standard and Shop Drawings, unless otherwise
indicated. Weld before finishing components. Weld in concealed locations to greatest extent possible to
minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed
surfaces by descaling or grinding.
Glazing Pockets: Provide minimum clearances for thickness and type of glass indicated according to
FGMA's "Glazing Manual."
Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by
painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for
this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting
contact surfaces with bituminous paint.
Frame Units: Factory assemble frame units according to Shop Drawings to greatest extent possible.
Rigidly secure nonmovement joints. Seal joints watertight, unless otherwise indicated. Assemble
components to drain water passing joints, condensation occurring in glazing channels, condensation
occurring within framing members, and moisture migrating within the system to the exterior.
1.
Install glazing according to Shop Drawings. Comply with requirements of Division 8 Section
"Glazing," unless otherwise indicated.
ALUMINUM FINISHES
A.
B.
C.
General: Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying
and designating finishes.
Finish designations prefixed by AA conform to the system established by the Aluminum Association for
designating aluminum finishes.
Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated;
Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear 0.018 mm or
thicker complying with AAMA 607.1.
08 44 13 - 6
Onslow County
PART 3 - EXECUTION
3.1
EXAMINATION
A.
3.2
Examine areas, with Installer present, for compliance with requirements for installation tolerances and
other conditions affecting performance of glazed aluminum curtain wall system. Do not proceed with
installation until unsatisfactory conditions have been corrected or accommodations acceptable to
Architect have been made.
INSTALLATION
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
General: Comply with manufacturer's written instructions for protecting, handling, and installing glazed
aluminum curtain wall system. Do not install damaged components. Fit joints to produce hairline joints
free of burrs and distortion. Rigidly secure nonmovement joints. Seal joints watertight, unless otherwise
indicated. Provide means to drain water to the exterior to produce a permanently weatherproof system.
Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action by
painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for
this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting
contact surfaces with bituminous paint.
Install components to drain water passing joints, condensation occurring in glazing channels,
condensation occurring within framing members, and moisture migrating within the system to the
exterior.
Install framing members plumb and true in alignment with established lines and grades.
Install factory-assembled frame units plumb and true in alignment with established lines and grades.
Install operable windows plumb and level, securely anchored, and without distortion. Adjust weatherstripping contact and hardware movement to provide specified performance and proper operation.
Anchorage: After system components are positioned, fix connections to building structure as indicated
on Shop Drawings.
1.
Provide separators and isolators to prevent metal corrosion and electrolytic deterioration and to
prevent impeding movement of moving joints.
Welding: Weld components to comply with referenced standard and Shop Drawings, unless otherwise
indicated. Weld in concealed locations to minimize distortion or discoloration of finish. Protect glazing
surfaces from welding.
Install glazing according to Shop Drawings. Comply with requirements of Division 8 Section "Glazing,"
unless otherwise indicated.
Install sealant according to Shop Drawings. Comply with requirements of Division 7 Section "Joint
Sealants," unless otherwise indicated.
Install insulation materials in locations indicated. Comply with requirements of Division 7 Section
"Building Insulation," unless otherwise indicated.
Install firesafing in locations indicated. Comply with requirements of Division 7 Section "Building
Insulation," unless otherwise indicated.
Erection Tolerances: Install glazed aluminum curtain wall system to comply with the following
maximum tolerances:
1.
Plumb: 1/8 inch in 10 feet; 1/4 inch in 40 feet.
2.
Level: 1/8 inch in 20 feet; 1/4 inch in 40 feet.
3.
Alignment: Where surfaces abut in line, limit offset from true alignment to 1/16 inch; where a
reveal or protruding element separates aligned surfaces by less than 2 inches, limit offset to 1/2
inch.
4.
Location: Limit variation from plane or location shown on Shop Drawings to 1/8 inch in 12 feet;
1/2 inch over total length.
08 44 13 - 7
3.3
Onslow County
FIELD QUALITY CONTROL
A.
B.
C.
D.
E.
3.4
Testing Agency: Owner will engage a qualified independent testing agency to perform testing indicated.
Air Infiltration: Test areas of installed system indicated on Drawings for compliance with system
performance requirements according to ASTM E 783.
Water Penetration: Test areas of installed system indicated on Drawings for compliance with system
performance requirements according to ASTM E 1105 at minimum differential pressure of 20 percent of
inward acting wind-load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings
and Other Structures," but not less than 6.24 lbf/sq. ft..
Water Spray Test: After completing the installation of 75-feet- by-2-story minimum area of glazed
aluminum curtain wall system, test system for water penetration according to AAMA 501.2 in a 2-bay
area directed by Architect.
Repair or remove Work that does not meet requirements or that is damaged by testing; replace to
conform to specified requirements.
PROTECTION
A.
Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer,
that ensure glazed aluminum curtain wall system is without damage or deterioration at the time of Final
Acceptance.
END OF SECTION 08 44 13
08 44 13 - 8
4' - 4"
2
1/2" TYP
MARK DESCRIPTION
B7
W4
W2
W4
FILLER
WT-4
PLAM 3
2' - 0"
1' - 8"
REF, NIC
PLAM 1
1' - 6"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
W6
W3
W1
W3
W1
W3
SERVICE COUNTER SECTION
PLAM 3
PLAM 1
PLAM 1
3/4" = 1'-0"
B9
1'-0" DEEP, OPEN SHELVING; FIVE ADJUSTABLE SHELVES. HEIGHT/WIDTH
VARIES.
B10
2'-0" DEEP SINK BASE CABINET; TWO HINGED DOORS AND BLIND PANEL
AND ONE ADJUSTABLE SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS
MORE THAN 3'0" WIDE. HEIGHT/WIDTH VARIES.
B11
2'-0" DEEP SINK BASE CABINET; ONE HINGED DOOR AND BLIND PANEL AND
ONE ADJUSTABLE SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS
MORE THAN 3'-0" WIDE. HEIGHT/WIDTH VARIES.
B7
B10
B5
1' - 6"
3' - 0"
1' - 6"
FILLER
B5
B1
B7
B1
B7
1' - 6 1/128"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
13
A4-20
2'-0" DEEP BASE CABINET; TWO 6" HIGH DRAWERS AND ONE FILE DRAWER.
HEIGHT/WIDTH VARIES.
W1
1'-0" DEEP WALL CABINET; TWO HINGED DOORS & TWO ADJUSTABLE
SHELVES. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN
3'-0" WIDE. HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO
THREE ADJUSTABLE SHELVES.
W2
1'-0" DEEP WALL CABINET; TWO HINGED DOORS & ONE ADJUSTABLE
SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN
3'-0" WIDE. HEIGHT/WIDTH VARIES.
1/4" = 1'-0"
W3
1'-0" DEEP WALL CABINET; ONE HINGED DOOR & TWO ADJUSTABLE
SHELVES. HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO
THREE ADJUSTABLE SHELVES.
BREAKROOM 145 - S
1/4" = 1'-0"
W5
W3
W5
W4
2' - 6"
2' - 6"
16
15
A4-20
A4-20
PLAM 2
SS1
21' - 9"
B1
B5
B1
T2
3' - 0"
2' - 6"
1' - 6"
2' - 6"
3' - 0"
FILLER
A4-20
A4-20
W5
W6
FINISHED EDGE
2' - 10"
FILLER
16
ADA ACCESS
COUNTER
3' - 0"
3' - 6"
2' - 10"
FILLER
T2
4' - 0"
7' - 0"
1' - 8"
FINISHED EDGE
PLAM 4
SOLID SURFACE
COUNTER
15
B5
B5
B1
B5
B1
B5
B1
B5
B1
B5
B1
B5
B1
1' - 6"
1' - 6"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
2' - 6"
1' - 6"
2' - 6"
FINISHED EDGE
25' - 9"
13' - 1 3/4"
ATTORNEY RESEARCH 125 - N
11
A4-20
1/4" = 1'-0"
SERVICE COUNTER - OFFICE SIDE
9
A4-20
1/4" = 1'-0"
SERVICE COUNTER - PUBLIC SIDE
1'-0" DEEP, OPEN, WALL SHELVING; TWO ADJUSTABLE SHELVES.
HEIGHT/WIDTH VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO THREE
ADJUSTABLE SHELVES.
1'-0" DEEP CORNER WALL CABINET; ONE HINGED DOOR & TWO ADJUSTABLE
SHELVES. HEIGHT VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO THREE
ADJUSTABLE SHELVES. FOR HEIGHTS LESS THAN 2'-0" REDUCE TO ONE
ADJUSTABLE SHELF.
2'-0" DEEP, 7'-0" TALL STORAGE CABINET; ONE HINGED DOOR WITH FIVE
ADJUSTABLE SHELVES. WIDTH VARIES.
T2
2'-0" DEEP, 7'-0" TALL STORAGE CABINET; TWO HINGED DOORS WITH FIVE
ADJUSTABLE SHELVES. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE
THAN 3-'0" WIDE. WIDTH VARIES.
2.
12
A4-20
1'-0" DEEP WALL CABINET; ONE HINGED DOOR & ONE ADJUSTABLE
SHELF. HEIGHT/WIDTH VARIES.
T1
1.
3.
ALL CASEWORK SHOWN IS MANUFACTURED PLASTIC LAMINATE CASEWORK, TYPICAL
UNLESS NOTED OTHERWISE.
PROVIDE LOCKS ON ALL CASEWORK DOORS AND DRAWERS IN ALL DETENTION AREAS,
REFER TO SHEET A4-30 & SPECIFICATIONS.
ALL INT. MELAMINE FINISHES TO BE COORDINATED WITH EXT. FINISH LAMINATE PER UNIT
OF CASEWORK.
1/4" = 1'-0"
20' - 6"
2' - 6"
1' - 6"
2' - 6"
3' - 0"
W5
W5
W5
W3
W5
T2
PLAM 1
FINISHED EDGE
7' - 0"
PLAM 4
SS1
SS1
1" REVEALS
1" REVEAL
WOOD PANELING
B1
2' - 6"
5' - 2"
B13
B12
1' - 6"
1' - 6"
B13
FILLER
1' - 6"
FINISHED EDGE
RECORDS / MAIL 106 - S
7
A4-20
1/4" = 1'-0"
B13
1' - 6"
3' - 4"
1' - 6"
WASTE, RECYCLING,
AND CONFIDENTIAL
TRASH BIN, OFOI, TYP
3' - 4"
COPIER, NIC
17
A4-20
1/4" = 1'-0"
2' - 6"
B1
1' - 6"
2' - 6"
FINISHED EDGE
PLAM 1
B10
2' - 6"
3' - 0"
[email protected]
4' - 0"
FINISHED EDGE
RECORDS / MAIL 106 - E
B5
REGISTER OF DEEDS
6
A4-20
1/4" = 1'-0"
SECURITY 105 - W
5
A4-20
1/4" = 1'-0"
SECURITY 105 - N
10
A4-20
1/4" = 1'-0"
BREAST FEEDING 110 - N
1/4" = 1'-0"
2
2
07/26/2016
ID
DATE
ADDENDUM #2
DESCRIPTION
Project
Location
9' - 3"
FILLER
W14
W13
B13
B8
B13
B8
1' - 6"
2' - 6"
1' - 6"
2' - 6"
COPIER, NIC
5' - 5"
21' - 5"
B13
B8
B13
B8
1' - 6"
2' - 6"
1' - 6"
2' - 6"
FILLER
B13
3' - 10"
FINISHED EDGE
CLERK OF COURT 104 - W
1/4" = 1'-0"
2' - 0"
3
A4-20
1' - 6"
B13
3' - 10"
1' - 6"
3' - 7"
1' - 8 81/256"
4' - 5 15/256"
2' - 0"
1/4" = 1'-0"
W14
W13
PLAM
MEDIUM BRACKET,
REFER TO (11 / A4-21)
FILLER
COPIER, NIC
104A
B1
B1
B8
3' - 0"
3' - 0"
3' - 0"
SS1
9' - 3"
FINISHED EDGE
CLERK OF COURT 104 - E
2' - 0"
FINISHED EDGE
2' - 10"
104A
2' - 6"
FINISHED EDGE
4
A4-20
W2
5' - 3"
PLAM2
4' - 0"
W2
W14
W14
SS1
7' - 0"
FINISHED EDGE
7' - 0"
W2
3' - 6"
W14
2' - 0"
3' - 0"
2' - 10"
W14
2' - 0"
3' - 0"
1' - 9"
OPEN TO
BEYOND
2' - 0"
3' - 0"
2' - 5"
OPEN TO
BEYOND
3' - 0"
7/26/2016 11:24:39 PM
3' - 4"
3"
FINISHED EDGE
FINISHED EDGE
8
A4-20
2' - 10"
2' - 6"
2' - 6"
WOOD PANELING
20"x20" SINK
PLAM 2
2' - 10"
W11
3' - 6"
W12
2' - 6"
W12
S19
PLAM 2
1' - 8"
W1
T2
2' - 6"
1' - 6"
1' - 6"
PLAM 5
T2
2' - 6"
1' - 0"
PLAM 4
3' - 0"
1' - 9"
PLAM 5
3' - 0"
N
2'-0" DEEP BASE CABINET; TWO FILE DRAWERS. HEIGHT/WIDTH VARIES.
B13
9' - 6 1/128"
RP
CO
CH
AR
1'-0" DEEP, OPEN SHELVING; TWO ADJUSTABLE SHELVES. HEIGHT/WIDTH
VARIES. FOR HEIGHTS OVER 4'-0" INCREASE TO THREE ADJUSTABLE SHELVES.
B12
BREAKROOM 145 - E
14
A4-20
B8
WT-4
PLAM 2
2' - 10"
REF, NIC
2' - 0"
12' - 6"
1' - 6"
2'-0" DEEP BASE CABINET; FOUR DRAWERS. HEIGHT/WIDTH VARIES.
BID DOCUMENTS
1' - 6"
6' - 0"
2' - 6"
PA
RE ,
TU ORA T I O
THIS DRAWING IS FORMATTED TO
BE PRINTED ON A 24" X 36" SHEET
3' - 0"
5' - 3"
2' - 10"
3' - 6"
3' - 0"
3 5/8" MTL STUD
WALL
CASEWORK AS
SHOWN IN
ELEVATIONS
3/4" = 1'-0"
LAMINATED PARTICLE BOARD PANELS TO MATCH ADJACENT CASEWORK. ATTACH
WITH FINISH SCREWS TO 2X2 BLOCKING. ATTACHED TO SIDE OF CASEWORK.
CLEAR WIDTH NO LESS THAN 30 INCHES FOR ADA SINK ACCESS. SEE SECTION
THROUGH ADA LAVATORY, DETAIL 6/A-410.
This drawing and the design shown is the
property of Smith Sinnett Architecture,
P.A. the reproduction or use of this
property without the written consent of the
Architect is prohibited. Any infringement
of the ownership rights will be subject to
legal action. All copies of this drawing
must be returned to the Architect at the
completion of the contract.
1' - 6"
PLAM 2
15
A4-20
B6
ONSLOW COUNTY
BID DOCUMENTS
1" SOLID SURFACE
COUNTER
SERVICE COUNTER SECTION 2
2'-0" DEEP BASE CABINET; ONE HINGED DOOR WITH ONE ADJUSTABLE SHELF,
ONE 6" HIGH DRAWER. HEIGHT/WIDTH VARIES.
7' - 0"
FINISHED EDGE
PLAM 1
16
A4-20
B5
11' - 6"
1' - 0"
PLAM 1
2' - 0"
2'-0" DEEP BASE CABINET; ONE HINGED DOOR AND ONE ADJUSTABLE SHELF.
2' - 6"
PLAM 1
3/4" = 1'-0"
1' - 8"
2' - 1"
1" SOLID SURFACE COUNTER
B4
2' - 10"
1"
3/4" = 1'-0"
3/4" = 1'-0"
2'-6" DEEP 6-DRAWER PAPER STORAGE CABINET; RETAINING HOOD AT THE
REAR OF EACH DRAWER. HEIGHT/WIDTH VARIES.
CLERK DESK S ELEVATION
7' - 0"
1' - 0"
19
A4-20
2' - 6"
CLERK DESK SECTION
20
A4-20
CLERK DESK E ELEVATION
1' - 9"
2' - 1"
18
A4-20
B3
RA L E I G H
1" PLAM REVEAL
2'-0" DEEP BASE CABINET; TWO HINGED DOORS AND ONE ADJUSTABLE
SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN 3'-0" WIDE.
CA R
WOOD VENEER PANELING
B2
2' - 7 5/8"
3' - 6"
3' - 6"
2' - 7 5/8"
2' - 7 5/8"
3' - 6"
OPEN SHELVING
ENCLOSED FRAMING AS REQUIRED
Suite 205
Raleigh, NC 27607
1" PLAM REVEAL
2'-0" DEEP BASE CABINET; TWO HINGED DOORS AND TWO 6" HIGH DRAWERS AND
ONE ADJUSTABLE SHELF. PROVIDE FIXED VERTICAL DIVIDER IN UNITS MORE THAN
3'-0" WIDE. HEIGHT/WIDTH VARIES.
NA
OL I
B1
RT H
1" SOLID SURFACE
COUNTER
NO
1" PLAM REVEAL
CASEWORK NOTES AND LEGEND:
CERT. NO.
50172
1" SOLID SURFACE
COUNTER
2' - 1"
T 919 781 8582
F 919 781 3979
OPEN SHELVING
1/2"
AL
2"
10 3/8"
2' - 0"
SMITH
S
10 3/8"
1" SOLID SURFACE
COUNTER
2' - 0"
AR
ETT CHITE
INN I T ECT UR C
2"
10 3/8"
1/2" TYP
ST ERE
D
2' - 1"
REG I
1/2"
2
A4-20
CLERK OF COURT 104 - N
1/4" = 1'-0"
1
A4-20
CASHIER QUEUE 103 - W
1/4" = 1'-0"
LK
BEA
DRAWN BY:
CHECKED BY:
CASEWORK
ELEVATIONS AND
DETAILS
2015014
##
of
##
05 JULY 2016
A4-20
11 1/2"
K
H
F
B
A
MASONRY VENEER REF ARCH
PLAZA SLAB - REF
CIVIL DWGS
SF
( -3'-4" )
SF
(TYP)
HS
S6
x6
x1
/2
N2
5'-6"
4'-6"
2
S1-07
( -4'-0" )
P-1M
6'-3"
P-1M
#6 AT 16" OC
12" CMU
4'-0 1/4"
7'-3"
11
TOP OF FIRST
FLOOR SLAB SUMMERSILL
-5'-8"
( -2'-0" )
2
ID
WF5
P-3M
( -2'-0" )
GB-1
GB-1
( -2'-0" )
GB-1
SEAL
027813
CONSTRUCTION DOCUMENTS
I NE E R I N
CAR0L
I
FILL ALL CELLS
AND COLLAR JOINTS
SOLID W/ GROUT
11
3
_________
2
_________
S1-01
S1-01
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
FOOTING REF PLAN
GB-1
P-2M
( -2'-0" )
P-2M
#6 AT 16" OC
CONT 8" DEEP CMU
BOND BEAM W/
2- #5
5'-11 9/16"
6"
PLAZA SLAB - REF
ARCH AND CIVIL DWGS
GROUND FLOOR
0'-0"
P-6MT
P-1M
P-1M
10
7'-0 5/16"
GB-2
8" CMU
11'-7 3/4"
GB-3
( -4'-0" )
P-1M
5'-6"
( -4'-0" )
P-3M
8" DEEP CMU BOND
BEAM W/ 2- #4 CONT
13'-7 1/4"
S1-09
GB-3
( -2'-0" )
P-4MT
TOW - REF CIVIL DWGS
1
_________
P-6MT
10
3/4" = 1'-0"
(TYP AT 4 LOC)
P-2MT
SECTION
ANNE STREET, JACKSONVILLE, NC
S1-09
3
S1-01
(TYP)
NOTE:
REF SHEET S1-21 FOR DIMENSIONS
TO FOUNDATION ELEMENTS
SUPPORTING PHASE II
CONSTRUCTION.
2
_________
GB-3
N2
( -2'-0" )
9
DRILL AND EPOXY
#5 AT 16" OC W/
8" EMBED
2'-0"
ONSLOW COUNTY
9
13'-7 1/4"
5'-6"
( -4'-0" )
S1-09
3- #4 CONT
5'-6"
4
_________
P-4M
F
P-6MT
WF3
( -2'-0" )
4'-6"
JEF
EXIST WALL
FOOTING
HS
S6
x6
x1
/2
2
6"
15'-2 3/8"
GB-3
( -5'-4" )
NA L
A
ROUGHEN CONC AND
PAINT W/ BONDING
AGENT PRIOR TO
PLACING NEW CONC
5'-0 11/16"
7'-0"
TOP OF FIRST
FLOOR SLAB SUMMERSILL
-5'-8"
UD
7/26/16
S T RO
ES I ON
OF
7
EXIST SLAB-ONGRADE
H CAR0L I
RT SS
7'-5 3/8"
( -6'-8" )
1'-2"
C:\SPA_Projects_Local Revit\R15144_Onslow County Courthouse\R15144_S_Onslow CC_Local_MBG_2016.rvt
7/26/2016 2:10:55 PM
G
12" CMU
8
P-2M
X
59'-0"
U
PHASE I - FOUNDATION PLAN - SUMMERSILL
1/8" = 1'-0"
H
RT
2'-0 9/16"
#6 AT 16" OC - DRILL
AND EPOXY 8" INTO
EXIST FOOTING
8
1
S1-01
NA ORPORA
TI
GC
N0
7
10 7/8"
10'-11"
#6 AT 16" OC
GB-2
GB-2
SGB
EXIST MASONRY
WALL
PR
P-2M
4" MIN
1
S1-07
SGB
( -6'-8" )
FILL ALL CELLS
SOLID W/ GROUT
ON
( -2'-0" )
2'-2 5/8"
8'-1"
GB-2
P-2M
P-2M
GB-2
P-2M
CONT 8" DEEP CMU
BOND BEAM W/ 2- #5
PR
P-2MT
( -2'-0" )
6
N0
GB-2
GB-2
4904-200 PROFESSIONAL CT
RALEIGH, NORTH CAROLINA 27609
ph. 919-782-1833
fx. 919-782-7630
[email protected]
STRUCTURAL ENGINEERS
16
6
STROUD PENCE
E NC E , A N D
5
GROUND FLOOR
0'-0"
,P
5
6"/4" METAL STUDS
Suite 205
Raleigh, NC 27607
6'-2 13/16"
ER
RE G I N E R
Y R . M OR
6'-1 3/16"
C-1166
CENTERLINE PILE CAPS
EN
M
T 919 781 8582
F 919 781 3979
8'-10 3/16"
3'-9 15/16"
( -2'-0" )
Q
ENG
6'-2"
S
ON
2'-4 1/4"
5'-10 1/2"
T
IS
4'-1 9/16"
U
SS I ONA L
OF E
1'-11 1/16"
6'-6"
A
S
SOC
X
GG.2
1/2"
T
S
Q
M
19'-4"
K
H
F
SUMMERSILL
NORTH
B
EQ
A
2
S1-01
1'-4"
DRAWN BY:
CHECKED BY:
EQ
SECTION
3/4" = 1'-0"
EXPANSION
SUMMERSILL
SOUTH
PHASE I FOUNDATION PLAN
- SUMMERSILL,
SECTIONS
2015014
KEY PLAN NO SCALE
MBG
JRM
##
of
##
05 JULY 2016
S1-01
11
1/4
EXIST COL - FLANGE
CUT AWAY FOR
CLARITY
HSS BEAM REF PLAN
TOS = +27'-2"
STROUD PENCE
1/4
TOP AND BOT
PL3/8x4
,P
E NC E , A N D
ER
RE G I N E R
Y R . M OR
7/26/16
C-1166
SEAL
027813
ES I ON
OF
H
1/8" = 1'-0"
SECTION
3/4" = 1'-0"
11
4"
STEEL ROOF DECK REF PLAN
1/4
CONT L4x4x1/4
(TYP)
STEEL ROOF
DECK - REF PLAN
2
S1-04
1/2"
PHASE 1 - PENTHOUSE ROOF FRAMING PLAN - SUMMERSILL
STIFF CLIP AT
EACH STUD
EN
I NE E R I N
CAR0L
I
EXIST BEAM
11 1/2"
11 1/2" 4"
F
M
+33'-8"
ENG
HSS6x6x5/16
HSS6x6x5/16
HSS6x6x5/16
HSS6x6x5/16
HSS6x6x5/16
HSS6x6x5/16
HSS6x6x5/16
H
RT
H CAR0L I
RT SS
N0
S
2
PR
UD
JEF
S1-04
S1-04
T
NA L
A
ROOF SUMMERSILL
21'-0 3/4"
3
_________
5
EXIST ROOF SLAB
ON
6" AND 4"
METAL STUDS
S T RO
IS
HSS6x6x5/16
EXIST MASONRY
WALL
S1-04
N0
HSS6x6x5/16
4
_________
SS I ONA L
OF E
S1-04
11
G
PR
4
_________
W14x22 - EX
ON
W14x22 - EX
NA ORPORA
TI
GC
A
S
SOC
R1
2
1
S1-04
2-12
2-12
ph. 919-782-1833
fx. 919-782-7630
[email protected]
3/16
3/16
TYP
Suite 205
Raleigh, NC 27607
CONT 68 MIL TRACK
TOP AND BOT
T 919 781 8582
F 919 781 3979
1/4
1/4
TOS = +31'-10" (FV)
EXIST STEEL
BEAM - REF PLAN
HSS BEAM REF PLAN
2-12
2-12
C6x8.2 VERT AT EACH
END OF WALL PANEL
HSS BEAM REF PLAN
CONT 68 MIL TRACK
TOP AND BOT
END PL3/8
6" AND 4" METAL
STUDS
FINISH - REF
ARCH
1/4
1/4
PL3/8x5 CENTERED
ON HSS BEAM
TOS = +27'-2"
VENEER - REF
ARCH
7/26/2016 2:10:58 PM
3
S1-04
HSS BEAM REF PLAN
SECTION
4
S1-04
3/4" = 1'-0"
T
ONSLOW COUNTY
3/16
3/16
S
SLOPE TO MATCH EXIST
PENTHOUSE ROOF
FRAMING BEYOND
SECTION
3/4" = 1'-0"
M
H
HSS BEAM REF PLAN
BEAM FAR SIDE REF PLAN (TYP)
2
ID
HSS6x6x5/16
HSS6x6x5/16
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
6" AND 4" METAL STUDS
TOS = +27'-2"
HSS14x6x3/8 - (LSV)
SUMMERSILL
NORTH
6" AND 4" METAL STUDS
ROOF SUMMERSILL
21'-0 3/4"
DRAWN BY:
CHECKED BY:
STUD FRAMING ELEVATION
PHASE I PENTHOUSE ROOF
FRAMING PLAN SUMMERSILL
1/4" = 1'-0"
2015014
6'-10 1/8"
24'-0"
24'-0"
5'-10 3/8"
EXPANSION
5
S1-04
Author
Checker
SUMMERSILL
SOUTH
KEY PLAN NO SCALE
##
of
##
05 JULY 2016
S1-04
6'-11"
2'-4 1/4"
8'-9 5/8"
ENLARGED FOUNDATION PLAN
WF4
P-4MT
( -5'-4" )
14'-8 3/8"
( -6'-8" )
1'-6" 1'-6"
P-2MT
M3
( -2'-0" )
2
S1-07
P-2MT
5
_________
S1-08
M3
( -7'-8" )
11
S1-09
( -7'-8" )
SGB
GB-3
P-2M
( -2'-0" )
2
ID
EXPANSION
SUMMERSILL
SOUTH
KEY PLAN NO SCALE
NA L
A
2015014
SEAL
027813
JEF
07/26/16
##
of
ER
RE G I N E R
Y R . M OR
S T RO
DATE
##
C-1166
,P
UD
F
E NC E , A N D
7/26/16
I NE E R I N
CAR0L
I
ENG
H
RT
6'-0"
NA ORPORA
TI
GC
G
EN
( -6'-4" )
/2
x1
6
x
S6
S
H
ES I ON
OF
S1-08
4'-6"
5'-8 3/4"
P-2MT
( -7'-8" )
H CAR0L I
RT SS
SGB
5'-0" (FV)
6"
P-2MT
SGB
12'-0"
3
_________
6'-0" (FV)
[email protected]
Suite 205
Raleigh, NC 27607
T 919 781 8582
F 919 781 3979
GB-2
SGB
8
8"
P-4MT
2
P-2MT
GB-4
6
_________
1'-0"
GB-3
GB-3
P-2M
GB-1
( -6'-8" )
3'-11 1/2"
(FV)
8'-4 5/8"
P-2M
GB-3
7
GB-3
1'-0 1/2"
6'-6 1/2"
4
_________
( -7'-8" )
P-1M
P-8SPMT
1'-1"
1
_________
F5
/2
x1
6
x
S6
S
H
3'-11 1/2"
(FV)
S1-08
( -6'-8" )
2
_________
F6
GB-1
GB-1
P-2M
M1
GB-3
1/4" = 1'-0"
S1-08
( -4'-0" )
F6
WF4
WF4
P-2M
M1
P-2MT
ONSLOW COUNTY
1
S1-07
SGB
( -7'-8" )
ph. 919-782-1833
fx. 919-782-7630
PR
P-1M
P-2M
S1-08
4'-5 1/4"
ON
( -6'-8" )
GB-1
( -6'-8" )
/2
x1
x6
S6
HS
7/26/2016 2:11:00 PM
M3
5'-1"
N0
( -6'-8" )
6'-0"
PR
S1-08
9'-5 3/16"
ON
P-2M
2'-0" ±
IS
( -2'-0" )
ALIGN W/ OUTSIDE FACE
OF EXIST CONC BLDG
COLUMNS
N0
3
_________
6'-0"
T
SS I ONA L
OF E
3'-4 13/16"
S
A
S
SOC
T
S
5'-0"
STROUD PENCE
F6
M3
2'-0"
9 5/8"
ENLARGED FOUNDATION PLAN
1/4" = 1'-0"
ADDENDUM 2
DESCRIPTION
Project
Location
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
MBG
JRM
ENLARGED
FOUNDATION
PLANS
05 JULY 2016
S1-07
GG
4'-3 11/16"
W
P-18T
0
10
x
10
M2
6'-11"
CLR
8
x6
0
1
W
(TYP AT
ELEV)
P-1
5
x4
0
1
W
9
x3
0
1
W
N4
8'-8"
CLR
9
x3
0
1
W
0
x6
0
1
W
SL
5'-9"
CLR
[email protected]
Suite 205
Raleigh, NC 27607
,P
E NC E , A N D
7/26/16
C-1166
S1-09
P-1
9
+0"
1
_________
7
x7
0
1
W
F
21
EQ
9'-9 7/8"
AHU-1
4900#
JEF
0
x6
0
1
W
S1-09
8
x6
0
1
W
9
x4
0
1
W
F2
EQ
GB-1
P-2
P-1
TS (TYP UON)
( -4'-0" )
P-10T
EQ
9
x4
0
1
W
+0"
N1
ELEV
IP
P-1
BRACED FRAME
BRACED FRAME
GB-1
EQ
5'-9"
CLR
8'-0"
19'-2 1/2"
ELEV
3
x3
10
W
100'-8"
21.3
P-5
I NE E R I N
M6
4
_________
N1
NA L
A
8
UD
ER
RE G I N E R
Y R . M OR
1'-5 3/4"
8'-8"
CLR
8
x8
0
1
W
P-14
ELEV
M2
S T RO
7
1'-5"
20
G
4
x5
0
1
W
N1
( -4'-0" )
P-8T
BEJ
S1-08
-2'-6"
(TYP AT
ELEV)
19
M3
P-22T
P-1
P-4
T 919 781 8582
F 919 781 3979
20'-2"
S1-08
P-12
2
_________
NA ORPORA
TI
GC
ENG
F2
21
1
_________
1'-1 1/2"
9
x3
0
1
W
P-8
2
S1-08
EN
P-14T
1'-1 1/2"
GB-1
EQ
9
x3
0
1
W
M4
/2
x1
6
x
S6
S
H
4
_________
9
x4
0
1
W
SEAL
027813
8
x6
10 P-14T
W
P-2
5
x4
0
1
W
4
x5
0
1
W
IP
P-2
2
P-3
GB-1
EQ
28'-6 7/8"
0
10
x
10
SGB
P-2
P-18T
-5'-8"
3
_________
S1-08
PR
P-2
N3
GB-1
P-2
ph. 919-782-1833
fx. 919-782-7630
M7
ES I ON
OF
GB-1
W
EQ
M4
CAR0L
I
UP
EQ
/16
5
x
x8
8
S
HS
6
14'-4 1/2"
GB-1
2'-0"
GB-1
5
15'-2 3/8"
S3-01
9
x4
0
1
W
BEJ
8'-8" CLR
GB-1
5
x4
0
1
W
14'-5 7/16"
ON
IP
1
_________
3
x3
0
1
W
7'-7 1/8"
/8
x3
5
x
S5
S
H
EQ
3
x3
0
1
W
/16
5
x
x8
8
S
HS
GB-1
EQ
P-2
GB-1
EQ
Q
STROUD PENCE
BRACED FRAME
18
20
EQ
S
F2
EQ
WF4
WF4
EQ
BRACED FRAME
4'-0"
14'-3 3/4"
S3-01
T
33'-8"
16
17
2
_________
II
H
RT
GB-1
U
H CAR0L I
RT SS
15
X
HH
H
6
5/1
x
8
8x
S
S
GG.5
19'-2 5/8"
1'-0"
H
P-2
6
5/1
x
8
8x
S
S
1'-10"
7'-8 3/4"
WF4
GG.2
N0
WF4
FF.1 FF.2
/2
x1
x6
S6
HS
7'-2"
FF
PR
EE.6
ON
EE
IS
DD
N0
CC
SS I ONA L
OF E
BB
A
S
SOC
AA
P-12
M3
22
8
x6
10
W
P-10
P-4
P-10T
S3-01
15'-11 5/8" CLR
3 3/8"
M2
7'-11 3/4"
9'-8 1/4"
10
4
_________
S1-10
(TYP AT
ELEV)
22.4
22.4
S8x18.4
ELEV
N1
N1
GB-2
6
_________
3
x3
0
1
W
P-8
4
x5
0
1
W
4
x5
0
1
W
M4
8
x6
0
1
W
22'-4 3/4"
P-2
GB-2
2'-0"
10'-0"
3
x3
0
1
W
29'-2 7/8"
M7
S1-08
23'-4 3/8"
S3-01
3
x3
10
W
4
x5
0
1
W
M5
23
11
3
_________
N3
S1-09
-5'-8"
M7
P-2
24
GB-2
P-3
P-2
GB-1
GB-1
P-2
S3-01
GB-1
/4
x1
4
x
S4
S
H
GB-1
13'-4"
1
_________
14'-0 3/8"
P-3
P-3
GB-1
x
x4
4
S
HS
P-2
1/4
GB-1
P-8
/4
x1
4
x
S4
S
H
5
x4
0
1
W
P-8
/4
x1
4
4x
S
HS
P-2
24.1
IP
/4
x1
4
4x
S
HS
GB-1
P-2
IP
/4
x1
4
4x
S
HS
/4
x1
4
4x
S
HS
P-10
/4
x1
4
4x
S
HS
BEJ
5
_________
/4
x1
4
x
S4
S
H
/4
x1
4
4x
S
HS
2
S1-08
ID
24.3
ADDENDUM 2
DATE
DESCRIPTION
24.3
2'-0"
GB-1
P-2
GB-1
P-2
GB-1
P-2
EQ
EQ
2'-0"
17'-10 5/8"
EQ
10'-0"
36'-1 1/2"
10'-11 7/8"
GB-1
P-2
EQ
10'-8"
GB-1
14'-9 3/8"
13'-0"
GB-1
P-2
P-2
GB-1
P-2
GB-1
17'-11 3/8"
T
64'-8"
33'-8"
12'-8 5/8"
5'-3 3/8"
27'-5 3/8"
24.4
/4
x1
x4
S4
HS
24.4
07/26/16
Project
Location
/4
x1
x4
S4
HS
7/26/2016 2:11:01 PM
ELEV
S1-02
4
_________
P-2
24.1
P-12
P-14
4
x5
0
1
W
GB-2
GB-2
M4
7
x7
0
1
W
(TYP UON)
P-2
23
24
P-4
3
x3
0
1
W
GB-2
P-2
3
_________
S3-01
P-4
9'-6 1/2"
CLR
GB-1
N3
S1
9
x3
10
W
19'-2 7/8"
2
_________
P-2
GB-1
1
_________
9
x3
10
W
P-4
1'-1 5/8"
9
x3
10
W
P-8T
8
x6
10
W
11'-7 3/4"
( -4'-0" )
ONSLOW COUNTY
22
S
Q
33'-8"
1'-2 5/8"
18'-0"
23'-1"
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
10'-7"
2'-0"
AA
1
S1-21
BB
FIRST FLOOR FOUNDATION PLAN - EXPANSION
CC
DD
EE
FF
FF.2
GG GG.1
HH
X
HH.8
U
II
EXPANSION
SUMMERSILL
SOUTH
MBG
JRM
FIRST FLOOR
FOUNDATION PLAN
- EXPANSION
1/8" = 1'-0"
2015014
NOTE: REFER TO SHEET S0-03 FOR PLAN NOTES AND PLAN KEY NOTES.
KEY PLAN NO SCALE
##
of
##
05 JULY 2016
S1-21
AA
BB
CC
DD
EE
EE.6
FF FF.1 FF.2
GG
GG.2
GG.5
X
HH
U
II
T
S
Q
4'-3 11/16"
5
BEJ
W8x15
STROUD PENCE
F2
6
17
W24x103
W12x26 (15)
,P
E NC E , A N D
ER
RE G I N E R
Y R . M OR
7/26/16
C-1166
EN
I NE E R I N
CAR0L
I
H
RT
ES I ON
OF
SEAL
027813
JEF
F
W8x15 (8)
W12x26
6
_________
S4-01
25k
25k
25k
W18x40 (18)
25k
25k
W18x40 (18)
25k
9
W18x40 (18)
W24x55 (28)
25k
30k
40k
9'-6"
21
W18x40 (18)
25k
W24x55 (28)
W12x19 (12)
UD
SL
9'-6 3/8"
5
_________
S4-01
W8x15 (8)
W8x15 (8)
11 3/4"
5 7/8"
5 7/8"
W8x15 (8)
6"
NA L
A
8
H CAR0L I
RT SS
W8x15 (8)
W8x15 (8)
W8x15 (8)
40k
40k
35k
10 1/8"
R1
24.3
W8x15
W8x15
W18x35 (10)
6'-4 1/2"
W8x15 (8)
STAIR
6 1/8"
23
11
8
_________
30k
50k
30k
W8x15
W21x44 (20)
30k
24
5'-8 3/8"
6"
W24x55 (18)
25k
30k
W8x15 (8)
S8x18.4
W12x19 (8)
6"
11'-9 3/4"
6"
W24x76 (40)
W8x15 (8)
22.4
S3-11
24.1
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W12x19
W8x15
W8x15
10
35k
W16x31 (14)
W12x19 (12)
W12x30 (12) [BF]
W8x15
W12x30
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W12x19
6"
17'-4 5/8"
W8x15
W8x15
22
ONSLOW COUNTY
W8x15
W12x19
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
W8x15
S3-11
30k
W8x15
W24x62 (30)
10 1/4"
W12x19 (12)
7
_________
S3-11
W24x55 (28)
W8x15 (6)
30k
6
_________
30k
ELEV
W8x15
W12x19 (10)
45k
ELEV
6"
70k
S3-11
W24x68 (24) [BF]
25k
W21x50 (20)
9
x3
0
1
W
W12x19
W8x15
W24x76 (34)
5
_________
TOS = +13'-8"
35k
25k
W8x15
W30x124 (30)
45k
25k
W18x40 (18)
25k
W18x40 (18)
W24x55 (20)
65k
2
W12x30
S3-11
W12x19 (10)
W18x35 (10)
W12x19 (12)
55k
25k
W18x40 (18)
25k
W8x15
4
_________
30k
40k
W12x19 (12)
30k
35k
30k
W24x62 (36)
45k
W18x40 (20)
30k
W12x19 (10)
30k
W8x15
S3-11
W12x19 (12)
W18x35 (10)
W24x55 (34)
45k
W12x19
2
_________
S3-12
+13'-6"
S T RO
7
F2
35k
1'-0"
30k
W18x35 (10)
W18x35 (10)
55k
55k
W18x40 (20)
30k
W8x15 (10)
2
_________
ELEV
25k
W18x40 (18)
24.1
5'-4 1/4"
25k
BEJ
25k
W14x22 (12)
6"
W12x19 (12)
W24x55 (28)
W18x40 (18)
25k
6"
W12x19 (12)
W8x15 (10)
35k
W24x68 (40)
W8x15 (8)
W30x90 (62)
40k
W8x15 (8)
30k
W12x19 (12)
25k
W18x40 (18)
W18x40 (20)
W27x84 (34)
W18x35 (10)
35k
9'-7 1/2"
9'-7 3/8"
W21x48 (22)
2'-11"
6"
W8x15 (6)
W30x90 (62)
40k
W8x15 (10)
30k
W12x19 (12)
W24x55 (32)
35k
35k
STAIR
ELEV
20
F1
W8x15 (10)
W8x15 (10)
25k
2
W12x26 (15)
25k
W18x40 (18)
25k
W8x15 (8)
55k
/8
x3
6
x
2
S6 _________
S
S3-14
H
9 3/8"
W18x40 (18)
25k
W24x55 (28) [BF]
30k
W16x26 (14)
25k
W18x40 (20)
30k
W24x68 (34) [BF]
W24x55 (32)
W8x15 (6)
5 7/8"
W24x55 (28) [BF]
25k
75k
W8x15 (4)
W18x40 (20)
25k
1
AT DROPPED
FLOOR FRAMING S4-01
11 3/8"
35k
5 7/8"
W8x15 (8)
ELEV
55k W24x55 (24)
25k
W18x40 (18)
25k
30k
35k
35k
W24x55 (32)
35k
W8x15 (8)
35k
W24x55 (28)
W30x124 (42)
W18x40 (18)
25k
55k
10'-0"
W8x15 (4)
45k
W18x40 (18)
11'-2 5/8"
4'-1 1/4"
6"
9
x3
10
W
W8x15 (4)
24
30k
W8x15 (8)
6"
W8x15 (10)
W8x15 (10)
30k
8'-7 5/8"
W8x15 (10)
25k
W21x48 (22)
35k
W8x15 (4)
23
W24x55 (32)
W8x15 (4)
W8x15 (4)
2'-3"
6"
40k
W12x19 (6)
W12x19 (10)
30k
7/26/2016 2:11:01 PM
W21x48 (22)
25k
W18x40 (20)
30k
W8x15 (8)
30k
35k
9'-7 1/2"
W21x48 (22)
W12x19 (10)
22.4
35k
8'-0"
9'-7"
W24x55 (28)
40k
W18x35 (10)
W18x35 (10)
W12x19 (10)
30k
W21x48 (22)
25k
W8x15 (10)
30k
W21x48 (22)
30k
W12x19 (10)
22
W21x48 (22)
30k
W12x19 (10)
30k
5'-9 3/4"
80k
W24x55 (28) [BF]
W12x19 (10)
80k
21.3
W21x48 (22)
30k
40k
W12x19 (10)
21
W8x15 (10)
2'-3 5/8"
W18x40 (20)
6"
W24x55 (32)
40k
S3-11
2
30k
W12x30 (10) [BF]
W24x55 (28)
9'-5 1/2"
1
_________
30k
W24x55 (32)
9'-6"
W21x48 (22)
30k
W18x55 (24) [BF]
W8x15 (10)
30k
5'-10"
W12x19 (10)
35k
9'-7 3/8"
40k
W21x48 (22)
30k
W24x55 (32)
W24x55 (32)
W12x19 (10)
W8x15 (10) [BF]
N0
W21x48 (22)
N0
W12x19 (10)
G
PR
20
19
ON
W8x15
NA ORPORA
TI
GC
ENG
W8x15
20'-2"
M4
PR
S3-11
18
W8x15
TOS = +16'-0"
ON
2
_________
W8x15
A
S
SOC
S3-12
T 919 781 8582
F 919 781 3979
3
_________
Suite 205
Raleigh, NC 27607
ph. 919-782-1833
fx. 919-782-7630
W8x15
IS
16
[email protected]
BOD = +16'-0"
SS I ONA L
OF E
15
BEJ
2
2
_________
S3-12
ID
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
W8x15
24.3
W8x15
24.4
24.4
BOD = +14'-2 3/4"
1
_________
S3-12
AA
1
S1-22
BB
CC
DD
EE
FF
FF.2
SUMMERSILL
NORTH
GG GG.1
HH
X
HH.8
U
II
T
S
DRAWN BY:
CHECKED BY:
Q
SECOND FLOOR FRAMING PLAN - EXPANSION
1/8" = 1'-0"
EXPANSION
SUMMERSILL
SOUTH
MBG
JRM
SECOND FLOOR
FRAMING PLAN EXPANSION
2015014
KEY PLAN NO SCALE
##
of
##
05 JULY 2016
S1-22
AA
BB
CC
DD
EE
EE.6
FF
FF.1 FF.2
GG
X
HH
U
II
T
S
Q
5
BEJ
STROUD PENCE
F2
T 919 781 8582
F 919 781 3979
1
_________
S1-10
10K1
10K1
10K1-SP4000#
W8x15
24
W16x26
W10x26 - HI
S3-12
W12x26
30k
30k
35k
W18x40 (24)
30k
2
_________
S3-12
S3-13
W18x40 (24)
25k
25k
W18x40 (24)
25k
W18x40 (20)
25k
W18x40 (20)
W12x19 (12)
W12x30 (12) [BF]
35k
W18x35 (10)
45k
W8x15 (8)
,P
E NC E , A N D
C-1166
ENG
I NE E R I N
CAR0L
I
H
RT
22.4
6'-4 1/2"
30k
W8x15 (6)
W24x62 (30)
30k
W18x40 (18)
STAIR
23
11
3
_________
S1-10
W18x40 (18)
24
24.1
40k
40k
BEJ
2
_________
W12x19
2
S3-11
ID
W12x19
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
S3-11
BB
CC
DD
EE
FF
FF.2
7/26/16
ER
RE G I N E R
Y R . M OR
EN
SEAL
027813
ES I ON
OF
10
W8x15 (8)
ELEV
22
2
25k
W12x19 (12)
W24x76 (30) [BF]
ELEV
S1-10
6"
25k
TOS = +29'-8"
25k
65k
W12x19 (8)
W24x55 (20)
60k
65k
25k
W18x40 (24)
S8x18.4
W12x19 (12)
W12x19 (12)
W18x40 (20)
W18x35 (10)
W18x35 (10)
25k
W18x40 (24)
25k
W8x15 (8)
W12x19 (12)
2
_________
AA
25k
9
25k
W18x40 (24)
2
_________
2
_________
S3-11
H CAR0L I
RT SS
30k
30k
W12x19 (12)
8
_________
F
21
W24x68 (32)
W24x68 (32)
W24x68 (32)
W12x19 (12)
25k
2
24.1
JEF
35k
W8x15 (8)
8'-0"
6'-5"
6'-4 1/2"
W12x19 (12)
40k
25k
W8x15 (6)
55k
W8x15 (6)
W8x15 (6)
W8x15 (6)
W18x40 (24)
W30x90 (30)
W24x55 (32)
W24x55 (32)
9'-5 1/2"
30k
6'-5"
25k
W12x19 (12)
W12x19 (12)
5'-0"
F2
W12x19 (12)
2
W18x40 (20)
W8x15 (6)
9'-7 3/8"
9'-6"
W24x55 (32)
55k
W12x19 (12)
W12x19 (12)
25k
5'-9 3/4"
35k
50k
W18x40 (20)
5'-0"
UD
24K6
7
_________
30k
5'-0"
NA L
A
8
ONSLOW COUNTY
24K6
BOD = +32'-0"
10K1-SP4000#
S3-12
5'-0"
W24x55 (20)
10K1
2
4
_________
10K1-SP4000#
W24x55 (46)
9
x4
0
1
W
30k
9'-6 3/8"
7
30k
6"
S T RO
BEJ
30k
10K1
W18x40 (20)
30k
30k
10 1/8"
30k W18x35 (18)
R4
24K6
10K1-SP4000#
30k
5'-10 3/4" 5'-11"
10K1
W18x35
10K1
W18x35
24K6
W8x24
HOIST
60k
10K1
W18x40 (20)
50k
125k
W12x19 (12)
W24x55 (40)
10K1-SP4000#
/4
x1
4
4x
S
HS
W8x15 (8)
W12x19 (12)
30k
9'-7 1/2"
24K6
W18x40 (20)
W12x19 (12)
W18x40 (20)
105k
W40x235 (64)
65k
W18x40 (20)
3
x3
10
W
20
11'-2 5/8"
9'-7 3/8"
12K1
10K1-SP4000#
25k
F2
W18x40 (24)
10'-0"
24K6
10K1-SP4000#
1/4
x
4
4x
S
HS
W18x40 (20)
2
W40x149 (64)
55k
W8x15 (8)
25k
25k
40k
W8x15
10K1-SP4000#
24K6
12K1
22.4
24K6
W18x40 (20)
W8x15 (8)
W24x55 (30)
12K1
W12x26
25k
30k
W18x40 (20)
30k
50k
W10x17
W10x17
12K1
W16x36
75k
22
R7
W36x135 (34) [BF] - LO
(TYP)
12K1
10K1-SP4000#
W10x17
30k
24K6
W18x40 (20)
/4
x1
x4
S4
HS
12K1
W18x40 (20)
9
x4
10
W
BOD = +30'-7 1/4"
W8x15 (8)
25k
W24x76 (32) [BF]
10K1-SP4000#
S3-12
55k
R1
24K6
5
_________
50k
24K6
W10x26 - HI
10K1-SP4000#
F1
W18x35 (10)
10K1-SP4000#
W8x15 (8)
W8x24
HOIST
75k
12K1
10K1-SP4000#
S3-14
W18x40 (20)
30k
155k
ELEV
2
25k
W18x40 (20)
25k
2
55k
W18x35
12K1
24K6
24K6
W36x210 (48)
W8x15 (8) - LO
W16x26 [BF]
21.3
75k
W18x35 (20) - LO
12K1
W12x26
W10x26 - HI
12K1
W16x36
W10x26 - HI
30k
21
R7
W18x35
(TYP)
12K1
W8x15 (8)
2
_________
5'-10"
35k
10K1-SP4000#
8'-7 5/8"
S3-13
7/26/2016 2:11:02 PM
30k
W21x44 (20)
W14x22 (12)
25k
W18x40 (20)
25k
9
x4
0
1
W
1
_________
23
W18x40 (20)
W24x68 (32)
24K6
/4
x1
4
x
S4
S
H
30k
W8x15 (8)
30k
W24x94 (36)
12K1
10K1-SP4000#
W24x76 (32)
25k
W18x35 (10)
24K6
W18x40 (20)
30k
55k
12K1
10K1-SP4000#
W8x15 (8)
2
W24x68 (34)
24K6
W10x26 - HI
12K1
10K1-SP4000#
W18x35
24K6
W18x35
W14x22
12K1
W27x84 (36) - LO
10K1-SP4000#
30k
N0
24K6
1/4
x
4
4x
S
HS
PR
12K1
W24x68 (22) [BF]
30k
ON
W12x26
G
IS
W16x26
19
PR
W12x19
NA ORPORA
TI
GC
N0
S3-11
SS I ONA L
OF E
S3-13
ON
20
3
_________
A
S
SOC
18
2
_________
Suite 205
Raleigh, NC 27607
ph. 919-782-1833
fx. 919-782-7630
[email protected]
6
17
GG GG.1
HH
X
HH.8
U
II
T
S
Q
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
1
S1-23
THIRD FLOOR / LOW ROOF FRAMING PLAN - EXPANSION
1/8" = 1'-0"
EXPANSION
SUMMERSILL
SOUTH
THIRD FLOOR / LOW
ROOF FRAMING
PLAN - EXPANSION
2015014
KEY PLAN NO SCALE
MBG
JRM
##
of
##
05 JULY 2016
S1-23
FF.6
1'-2 5/8"
STROUD PENCE
7'-0 5/8"
6'-0 5/8"
T 919 781 8582
F 919 781 3979
2
_________
R7
W12x19
20K6-SP2800#
S8x18.4
45k
6
_________
R7
(TYP)
22.4
W8x15
HSS4x4x1/4
W16x40 [BF]
12K1
W8x24
10K1
S3-13
10K1
HSS4x4x1/4
16K3-SP2800#
R4
10K1
7
_________
10K1
S3-12
R4
16K3-SP2800#
(TYP)
10K1
23
25k
2
W12x19 (12)
W21x50 (12) [BF]
45k
W18x40 (20)
10K1
W14x22
24
24.1
70k
W21x50
W21x50
S3-13
ES I ON
OF
22
20K6-SP2800#
W8x24
70k
2
_________
(TYP)
ONSLOW COUNTY
35k
W16x36
W18x35 (10)
25k
25k
W24x55 (12)
50k
W16x31
20K6-SP2800#
2
W12x19 (12)
C-1166
I NE E R I N
CAR0L
I
35k
W24x76 (32)
20K6-SP2800#
W24x55 (20)
W12x19 (12)
S3-13
W21x50 (20)
24.1
H CAR0L I
RT SS
W16x31
W24x76 (42)
35k
50k
70k
W24x94 (32)
70k
W16x67 (10)
W12x19 (12)
65k
60k
W12x19 (12)
W21x50 (12)
21
20K6-SP2800#
16K3-SP2800#
W14x22
H
RT
4"
3'-1"
35k
HSS12x4x1/4
W12x30 (8)
50k
W24x76 (42)
W16x31 (10)
55k
40k
9'-6"
9'-0 1/2"
5'-9 3/4"
W18x40 (20)
60k
W14x22
F9
25k
45k
7/26/2016 2:11:03 PM
W12x19 (12)
30k
W18x40 (20)
R1
20K6-SP2800#
24
(TYP)
20K6-SP2800#
S3-12
100k
F
20K6-SP2800#
W30x90 (24)
W12x19 (12)
30k
R7
6
_________
35k
JEF
BOD = +44'-0"
W16x36
W12x19 (12)
W24x76 (36)
20K6-SP2800#
W12x19 (12)
W24x103 (44)
9'-7 3/8"
W30x90 (24)
20K6-SP2800#
BOD = +44'-7 1/2"
BOD = +44'-0"
9'-1"
60k
2
W24x76 (36)
40k
100k
45k
20K6-SP2800#
20K6-SP2800#
23
W8x15 (10)
W24x84 (44)
UD
20K6-SP2800#
AHU-2
7000#
30k
/8
x3
x8
S8
HS
W16x40 [BF]
20K6-SP2800#
35k
5'-10"
20K6-SP2800#
S3-13
W8x15 (10)
S3-12
W12x19 (12)
F9
W18x40 (24)
30k
NA L
A
W16x36
W12x19 (12)
60k
35k
F1
9'-7 1/2"
20K6-SP2800#
W8x15 (10)
50k
W16x36
W18x35 (10)
40k
30k
R7
22
1
_________
S3-12
16K3-SP4800#
R8
9
_________
S T RO
16K3-SP4800#
1
_________
W18x40 (24)
35k
9
_________
S3-12
W12x19 (12)
65k
W24x84 (44)
6
_________
20K6-SP2800#
(TYP)
W8x15 (10)
(SIM)
2
20
W14x22
20K6-SP2800#
75k
R1
20K6-SP2800#
60k
W16x31
20K6-SP2800#
60k
2
BOD = +44'-0"
9'-0 1/2"
2
W24x76 (32)
W8x15 (10)
F9
W16x36 (34)
W12x19 (12)
35k
/8
x3
x8
S8
HS
20K6-SP2800#
21.3
22.4
AHU-3
4800#
W24x76 (32) [BF]
20K6-SP2800#
W24x84 (44)
65k
W24x55 (12)
W16x31
21
W8x15 (10)
30k
W16x36
45k
30k
R7
35k
W18x40 (24)
35k
20K6-SP2800#
(TYP)
HSS12x4x1/4
9'-7 3/8"
W18x40 (24)
W16x67 (10)
W8x15 (10)
3
x3
10
W
2
W16x31 (10)
20K6-SP2800#
40k
W27x94 (56)
9'-6"
20K6-SP2800#
W8x15 (10)
35k
W12x30 (8)
W24x76 (42)
2
W24x76 (42)
3
x3
10
W
20K6-SP2800#
W16x31
40k
45k
20K6-SP2800#
30k
2
W8x15 (10)
N0
45k
W16x57 [BF]
N0
45k
PR
20
G
ON
HSS12x4x1/4
NA ORPORA
TI
GC
EN
S3-13
18
SEAL
027813
S3-13
HSS12x4x1/4
ENG
HSS12x4x1/4
2'-3"
F7
HSS12x4x1/4
PR
S3-13
ON
S3-13
SS I ONA L
OF E
7
_________
A
S
SOC
2
_________
8
_________
Suite 205
Raleigh, NC 27607
ph. 919-782-1833
fx. 919-782-7630
3
_________
2
_________
8
_________
S3-13
S3-12
2
ID
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
S3-11
DD
1
S1-24
EE
FF
FF.2
FF.6
17
16'-4 3/8"
[email protected]
13'-1 3/8"
16'-4 3/8"
II
7/26/16
14'-4"
HH
E NC E , A N D
5'-3 3/8"
GG GG.1
,P
12'-8 5/8"
FF.1
FF.2
FF
EE.6
ER
RE G I N E R
Y R . M OR
EE
IS
DD
GG GG.1
HH
II
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
PENTHOUSE FLOOR / ROOF FRAMING PLAN - EXPANSION
1/8" = 1'-0"
EXPANSION
SUMMERSILL
SOUTH
PENTHOUSE FLOOR
/ ROOF FRAMING
PLAN - EXPANSION
2015014
KEY PLAN NO SCALE
MBG
JRM
##
of
##
05 JULY 2016
S1-24
FF.8
GG.1
24'-7 3/4"
HH
8
_________
24'-7 3/4"
4'-6"
STROUD PENCE
BOD = +60'-10 1/2"
10K1
7
_________
R1
10K1
S3-12
4
_________
x
S8
S3-14
/2
x1
6
x
S6
S
H
5
_________
S3-13
2
S1-25
22.1
4'-6"
4
_________
S3-13
FF.6
ROOF FRAMING PLAN - EXPANSION
1/8" = 1'-0"
GG.1
W8x15
E NC E , A N D
,P
7/26/16
ES I ON
OF
H CAR0L I
RT SS
W8x15
W8x15
W8x15
W8x15
2
W8x15
21.8
W8x15
22.1
FF.2
S3-14
W8x15
W8x15
S3-13
EE
W8x15
4'-6"
6'-4 1/2"
24.1
W8x15
3
_________
R2
W12x30 [BF] 35k
4'-6"
11 1/4"
35k
1
_________
W8x15
15
8x
W
BOD = +56'-11 5/16"
W16x26
(TYP)
0"
(T
YP
)
W16x26
F7
15
x
8
W
W8x15
R6
W12x19
21.6
(TYP)
W8x15
W
W8x15
15
x
8
2
W8x15
R5
4'-6"
11 1/4"
W21x50 - BF
10K1
10K1
12K1
10K1
W12x19
W
12
x1
9
10K1
12K1
12K1
12K1
12K1
12K1
12K1
10K1
21
x6
8
W
10K1
W21x50 - BF
10K1
12K1
11 1/4"
W8x15
W8x15
21.4
4'-6"
4'-6"
BOD = +56'-11 5/16"
FF.8
15
8x
W
12K1
9
x1
12
5'-0"
8
x6
21
W
14'-3 1/2"
W
10K1
24.1
14K1
W18x40
6'-4 1/2"
11 1/4"
16K3
FF.7
FF.5
ONSLOW COUNTY
FF.4
R3
12K1
1/4" = 1'-0"
W8x15
50k
R1
24K6
4
_________
14K1
3'-0"
CUPOLA BASE FRAMING PLAN
20K4
16K3
W10x33
W8x15
21.8
24K6
20K4
1
S1-25
W
33
x
10
W10x33
22.4
S3-13
1'-8 1/4"
10
x3
3
W
W10x33
6'-0"
W8x15
22.1
W16x67
W16x67
W8x15
21.6
22.4
7/26/2016 2:11:03 PM
2 1/4"
W21x50
25k
21.4
W16x67
F
W8x24
W
HSS8x6x1/4
W24x76
HS
1
_________
JEF
1
_________
1'-8 1/4"
HS
S8
x
1/4
W8x15
21.8
W16x67
UD
S3-14
2 1/4"
6x
1/4
25k
HSS8x6x1/4
W27x102
4'-6"
6'-4 1/2"
4'-6"
10'-4 7/8"
24K6
/2
x1
6
x
S6
S
H
6x
W8x15
21.3
/2
x1
6
x
S6
S
H
1/4
6x
W8x15
3
x3
10
W16x67
1/2
x
6
6x
S
S
24K6 H
HS
S8
x
1/4
6x
/2
x1
6
x
W16x67
S6
S
H
10"
21
24K6
/2
x1
6
x
S6
S
H
F8
W8x15
21.6
W27x102
50k
/2
x1
6
x
S6
S
H
x
S8
HS
W16x67
R3
S3-13
8"
3'-0"
W10x33
21.4
4
_________
NA L
A
FF.8
W
5
_________
22.1
14K1
FF.7
2 1/4"
6'-0"
2 1/4"
3
_________
S3-14
24K6
/2
x1
6
x
S6
S
H
FF.5
S T RO
25k
25k
13'-0 7/8"
24K6
21.8
10K1
21
x6
8
10K1
12K1
16K3
W16x67
S3-13
FF.4
20K4
24K6
21.4
W8x24
10K1
20K4
21
W8x24
HOIST
W8x15
10K1
12K1
12K1
12
x1
9
12K1
12K1
12K1
16K3
21.6
W
W12x19
10K1
BOD = +56'-11 5/16"
20
3
x3
10
W
8
x6
21
10K1
W21x50
W
W18x40
3
_________
S3-14
2
12K1
14K1
21.3
W12x26
12K1
W 12K1
12
x1
9
12K1
12K1
10K1
5'-0"
14'-3 1/2"
10K1
W16x26
N0
W16x26
25k
N0
25k W12x26 [BF]
PR
20
H
RT
2
G
ENG
I NE E R I N
R4
NA ORPORA
TI
GC
ON
CAR0L
I
10K1
BOD = +56'-9 1/8"
R2
(SIM)
A
S
SOC
S3-13
T 919 781 8582
F 919 781 3979
10K1
Suite 205
Raleigh, NC 27607
ph. 919-782-1833
fx. 919-782-7630
[email protected]
BOD = +60'-10 1/2"
ER
RE G I N E R
Y R . M OR
3'-2 1/4"
C-1166
3'-2 1/4"
EN
4'-6"
(SIM)
S3-12
SEAL
027813
FF.5 FF.6 FF.7
PR
FF.4
ON
FF.1 FF.2
IS
EE.6
SS I ONA L
OF E
EE
ID
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
W8x15
HH
3
S1-25
CATWALK FRAMING PLAN
1/4" = 1'-0"
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
EXPANSION
SUMMERSILL
SOUTH
ROOF FRAMING
PLAN - EXPANSION
2015014
KEY PLAN NO SCALE
MBG
JRM
##
of
##
05 JULY 2016
S1-25
25'-0 1/8"
7
_________
S3-01
WF3
PLAZA FOUNDATION PLAN - WEST
HH
HH.8
")
-' 0
6
(-
")
-0
'
6
(-
S3-01
WF4
6
(-
S3-01
6
(-
34'-7 5/8"
")
0
'-
7
_________
S3-01
NA L
A
24.1
24.3
24.4
42'-2 7/8"
WF3
2
ID
2
EXPANSION
SUMMERSILL
SOUTH
PLAZA FOUNDATION PLAN - EAST
1/8" = 1'-0"
2015014
KEY PLAN NO SCALE
07/26/16
##
JEF
of
ER
RE G I N E R
Y R . M OR
EN
SEAL
027813
ES I ON
OF
WF3
H CAR0L I
RT SS
")
-' 0
S T RO
24
DATE
##
C-1166
,P
UD
F
E NC E , A N D
7/26/16
I NE E R I N
CAR0L
I
ENG
H
RT
25'-0 1/8"
40'-4 1/2"
G
S3-01
18'-11 7/8"
7
_________
NA ORPORA
TI
GC
6
_________
WF3
WF3
WF4
8'-4 5/8"
[email protected]
Suite 205
Raleigh, NC 27607
T 919 781 8582
F 919 781 3979
ph. 919-782-1833
fx. 919-782-7630
GG.5
5
_________
ONSLOW COUNTY
GG.2
18'-11 7/8"
GG
WF5
N0
2
S1-26
A
S
SOC
7/26/2016 2:11:04 PM
24.4
PR
24.3
ON
24.1
IS
6
(")
0
'-
6'-9"
N0
6
(")
-' 0
GG
PR
1
S1-26
71'-2"
FF
ON
17'-9 9/16"
EE
SS I ONA L
OF E
DD
GG.2
24
STROUD PENCE
WF3
1/8" = 1'-0"
II
7
_________
S3-01
ADDENDUM 2
DESCRIPTION
Project
Location
REF CIVIL / ARCH DWGS
SUMMERSILL
NORTH
DRAWN BY:
CHECKED BY:
MBG
JRM
PLAZA
FOUNDATION PLAN
05 JULY 2016
S1-26
HH
5'-0"
COL BASE
PLATE
6" N
I
M
5/16
2
BM - REF PLAN
COL - REF PLAN
DETAIL
6
S2-02
3/4" = 1'-0"
REF BF ELEV
EQ
13" MIN
BM - REF PLAN
13" MIN
13" MIN
DETAIL
3/4" = 1'-0"
CL OF COL
2" N
I
M
2" N
I
M
2
5/16
5/16
6" N
I
M
COL BASE
PLATE
5/16
5/16
2
3/4"Ø
ERECTION
BOLT
8
S2-02
DETAIL
3/4" = 1'-0"
HSS - REF BRACED
FRAME ELEV - SLOT
END TO RECEIVE
GUSSET PLATE
TOP OF FDN EL REF PLAN
3/4" = 1'-0"
2
ID
[email protected]
Suite 205
Raleigh, NC 27607
,P
E NC E , A N D
7/26/16
C-1166
EN
SEAL
027813
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
5/16
3/4"Ø
ERECTION
BOLT
COL - REF PLAN
(COL FLANGE
NOT SHOWN FOR
CLARITY)
2
WP
DETAIL
2
2" N
I
M
5/16
WP
GUSSET PL
ANCHOR
RODS
9
S2-02
5/16
5/16
6" N
I
M
6"
IN
M
HSS - REF BRACED
FRAME ELEV - SLOT
END TO RECEIVE
GUSSET PLATE
6" N
I
M
GUSSET PL
3/4"Ø ERECTION
BOLT
GUSSET PL
5/16
5/16
HSS - REF BRACED FRAME
ELEV - SLOT END TO
RECEIVE GUSSET PLATE
COL - REF PLAN (COL
FLANGE NOT SHOWN
FOR CLARITY)
STIFF PL1/4 EA
SIDE OF BM WEB
3/4" = 1'-0"
2
CL OF COL
WP
5/16
5/16
REF BF ELEV
WP
STIFF PL1/4 EA
SIDE OF BM WEB
5/16
6" N
I
M
5
S2-02
EQ
13" MIN
COL - REF PLAN
ELEV - SLOT END TO RECEIVE
GUSSET PLATE
NON-SHRINK
GROUT
3/4" = 1'-0"
DETAIL
T 919 781 8582
F 919 781 3979
GUSSET PL
2" N
I
M
2
BM - REF PLAN
7
S2-02
I NE E R I N
WP
3/4"Ø
ERECTION
BOLT
DBL ANGLE
CONNECTION
3/4"Ø
ERECTION
BOLT
DETAIL
3/4"Ø ERECTION BOLT
BM - REF PLAN
1/8" = 1'-0"
GUSSET PL
WP
GUSSET PL
DBL ANGLE
CONNECTION
GUSSET PL
WP
5/16
ANCHOR
RODS
7/26/2016 2:11:05 PM
5/16
5/16
2" N
I
M
TOP OF FDN EL REF PLAN
2" N
I
M
3/4"Ø
ERECTION
BOLT
CL OF COL
ELEV - SLOT END TO
BRACED FRAME AT GRID "24.1"
ONSLOW COUNTY
COL - REF PLAN
3
S2-02
1/8" = 1'-0"
6" N
I
M
ELEV - SLOT END TO
CL OF COL
BRACED FRAME AT GRID "22.4"
2
S2-02
1/8" = 1'-0"
5/16
ES I ON
OF
FND - REF PLAN
(TYP)
BRACED FRAME AT GRID "20"
2
CAR0L
I
FND - REF PLAN
(TYP)
CL OF COL
4
S2-02
H
RT
GROUND FLOOR
0'-0"
k
4
S2-02
-8
0
4
S2-02
1
S2-02
H CAR0L I
RT SS
16 6
10
S2-02
GROUND FLOOR
0'-0"
FND - REF PLAN
(TYP)
F
12
0k
GROUND FLOOR
0'-0"
JEF
k
1'0"
1'
-2
"
65
7
S2-02
12
x6
x3
/8
ER
RE G I N E R
Y R . M OR
0"
HS
S
1'-
12
x6
x1
/2
-
15
0k
-1
0"
'
1
k
HS
S1
2x
6x
1/2
-
1/
2
HS
S
60
14
S
HS
x6
x
-1
1'0"
HS
S1
4
k
"
-2
1'
9
S2-02
2
1/
x
x6
-
5
16
2
1/
6x
2x
S1
HS
10
S2-02
SECOND FLOOR
14'-8"
UD
5k
SECOND FLOOR
14'-8"
S T RO
NA L
A
-4
SECOND FLOOR
14'-8"
k
5
S2-02
6"
/16
x5
-8
5
7
S2-02
4
6x
k
"
05
-2
1'0
2"
1'-
6
S2-02
2
1/
6x
2'-0"
HS
S1
2x
6x
3/
8
S
HS
4x
S1
HS
COLUMN - REF
PLAN (TYP)
THIRD FLOOR
30'-8"
5k
THIRD FLOOR
30'-8"
0k
-9
k
THIRD FLOOR
30'-8"
6x4
x1/
4-
50
10
"
0k
G
PR
-3
NA ORPORA
TI
GC
ON
6x
3/8
COLUMN - REF
PLAN (TYP)
5k
COLUMN - REF
PLAN (TYP)
10
x
6"
/16
x5
x4
S6
HS
HS
S
- 80
8"
PENTHOUSE
FLOOR
45'-4"
HS
S
BEAM - REF
PLAN (TYP)
k
ph. 919-782-1833
fx. 919-782-7630
6"
-5
-5
5
x1/4
8x6
HSS
k
8"
/4
x1
6
8x
S
HS
0
-6
/4
x1
x4
S6
HS
BEAM - REF
PLAN (TYP)
STROUD PENCE
19'-10"
k
13'-10"
7
S2-02
9'-0"
BEAM - REF
PLAN (TYP)
33'-8"
HS
S6
x6
x1
/4
4'-0"
ENG
II
15'-0"
HSS
6x4
x5/1
6-1
05 k
3'-0"
HS S
6x4x
5/
5'-4"
18'-0"
5'-3 3/8"
N0
10'-10"
GG.1
PR
17'-6"
12'-8 5/8"
HH
ON
33'-8"
FF.2
IS
10'-11 7/8"
FF
N0
EE
SS I ONA L
OF E
DD
A
S
SOC
CC
DBL ANGLE
CONNECTION
BM - REF PLAN
ELEV - SLOT END TO
DRAWN BY:
CHECKED BY:
MBG
JRM
BRACED FRAME
ELEVATIONS
NON-SHRINK GROUT
10
S2-02
DETAIL
3/4" = 1'-0"
2015014
##
of
##
05 JULY 2016
S2-02
GRID
GRID
1'-4 3/8"
1'-4 3/8"
7 5/8"
7 5/8"
GRID
3'-8"
ROOF DECK REF PLAN
ph. 919-782-1833
fx. 919-782-7630
CONT L4x4x1/4
SECTION
2
S3-13
3/4" = 1'-0"
SECTION
3
S3-13
3/4" = 1'-0"
1'-4 3/8"
7 5/8"
7 5/8"
6"
6"
COPE END OF BEAM FOR
EXTENSION
8" CFMF AT 16" OC
6"
6"
TOS - PENTHOUSE
EAVE
56'-11 5/16"
CONT L8x4x7/16 (LLH)
CONC SLAB REF PLAN
CONT L7x4x3/8
FULL DEPTH PL3/8
AT EA BEAM CONN
L2x2x1/4 AT EA JOIST
CONT BENT PL1/4x6x4
(LLV)
FLAG PL1/4 (TYP)
CONT BENT PL1/4x6x4
(LLV)
STEEL BEAM - REF PLAN
VERT SLIDE CLIP
AT EA STUD
8" CFMF AT 16" OC
REF TYP DETAIL
8" CFMF AT 16" OC
MASONRY VENEER - REF ARCH
SECTION
5
S3-13
3/4" = 1'-0"
7/26/2016 2:11:06 PM
3'-1"
1" MIN
COMPRESSIBLE
MAT
CONT 8" DEEP CMU
BOND BEAM W/
2- #4
MASONRY WALL
REINF - REF PLAN
SECTION
6
S3-13
3/4" = 1'-0"
20
3 1/2"
E NC E , A N D
7/26/16
STEEL BEAM REF PLAN
L2x2x1/4 AT EA BEAM
VERT SLIDE CLIP
AT EA STUD
4
S3-13
,P
ROOF DECK REF PLAN
STEEL JOIST REF PLAN
MASONRY VENEER - REF ARCH
1'-4 3/8"
1'-1 1/2"
HH
12"
12"
R2 JOIST EXTENDED END
TOS - PENTHOUSE
EAVE
56'-11 5/16"
C-1166
GRID
7 5/8"
3/4" = 1'-0"
2'-4"
SECTION
3/4" = 1'-0"
HSS BEAM BEYOND REF PLAN
REMOVEABLE HOIST BEAM REF PLAN, DO NOT ATTACH
WALL SUPPORT ANGLES OR
METAL DECK TO HOIST BEAM
CONT PL3/8x8 W/ 1/2"Ø
x5" EMBED SCREW ANCHORS
AT 24" OC IN 9/16"x2" VERT
SLOTTED HOLES - LOCATE
ANCHORS AT BOT OF HOLE
1'-4 3/8"
F
SECTION
ONSLOW COUNTY
1'-1 1/2"
JEF
GRID
ER
RE G I N E R
Y R . M OR
N0
1
S3-13
SEAL
027813
ES I ON
OF
H CAR0L I
RT SS
8" CFMF AT 16" OC
PR
8" CFMF AT 16" OC
UD
EN
I NE E R I N
ENG
H
RT
NA L
A
8" CFMF AT 16" OC
ON
STEEL BEAM REF PLAN
STEEL BEAM REF PLAN
S T RO
IS
STEEL JOIST -REF PLAN
N0
SS I ONA L
OF E
PR
VERT SLIDE CLIP
AT EACH STUD
G
ON
CAR0L
I
NA ORPORA
TI
GC
A
S
SOC
VERT SLIDE CLIP
AT EACH STUD
[email protected]
Suite 205
Raleigh, NC 27607
ROOF DECK REF PLAN
STROUD PENCE
T 919 781 8582
F 919 781 3979
CONT L4x4x1/4
CONT L7x4x3/8 (LLH)
HSS OUTRIGGER REF PLAN
2
RAILING - REF
ARCH
CONC SLAB REF PLAN
BAR GRATING - REF
PLAN
STAIR STRINGER REF PLAN
MOMENT CONN REF TYP DETAIL
HSS BEAM - REF
PLAN
TYP
SECTION
3/4" = 1'-0"
CAP PL1/2
2- 3/4"Ø THREADED
STUDS WELDED
TO COLUMN
END PL5/16 (TYP
ALL EXPOSED
HSS ENDS)
7
S3-13
2
1/4
POCKET BRICK AT
HSS BEAMS
BAR GRATING REF PLAN
ID
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
HSS BEAM REF PLAN
1/4
1/4
PL3/8x8x8 W/ 29/16"x2" HORIZ
SLOTTED HOLES
8
S3-13
HSS COL REF PLAN
DRAWN BY:
CHECKED BY:
MBG
JRM
FRAMING SECTIONS
SECTION
3/4" = 1'-0"
2015014
##
of
##
05 JULY 2016
S3-13
GRID
STROUD PENCE
CUPOLA FRAMING
BY OTHERS
REF ARCH DWGS FOR
CUPOLA BASE WALL FRAMING
,P
E NC E , A N D
ER
RE G I N E R
Y R . M OR
7/26/16
C-1166
SEAL
027813
ES I ON
OF
EN
ENG
I NE E R I N
CAR0L
I
H
RT
2
UD
JEF
F
HSS COL REF PLAN
4"
END PL3/8
H CAR0L I
RT SS
3/4"
3/4"
TYP
PL5/16 EA SIDE W/
3/4"Ø BOLT IN BOT
OF 13/16"x2" VERT
SLOTTED HOLE
N0
1/4
1/4
NA L
A
PR
1/4
TYP
STEEL BEAM REF PLAN
S T RO
ON
TYP
1/4
1/4
N0
HSS POST SAME SIZE
AS HANGING POST
BELOW
PR
STEEL BEAM REF PLAN
THIRD FLOOR
30'-8"
G
ON
BEAM - REF PLAN
(TOP FLANGE NOT
SHOWN FOR CLARITY)
HSS POST ABOVE AND
BELOW BEAM
NA ORPORA
TI
GC
IS
20
A
S
SOC
+74'-2 3/4"
SS I ONA L
OF E
+74'-8"
T 919 781 8582
F 919 781 3979
CONC SLAB REF PLAN
Suite 205
Raleigh, NC 27607
ph. 919-782-1833
fx. 919-782-7630
[email protected]
CONT 8" DEEP CMU
BOND BEAM W/ 2- #4
ROOF DECK - REF PLAN
PL3/4x14x11 1/2 W/
4- 3/4"Ø BOLTS (TYP)
BEAM BEARING REF TYP DETAIL
CONT L6x4x1/4
TYP
SECOND FLOOR
14'-8"
BAR GRATING REF PLAN
+63'-4"
CONT PL3/8x13 W/
1/2"Ø x5" HEADED
STUDS AT 16" OC
SLOPED BEAM - FRAME
INTO HIP BEAM
STEEL BEAM BEYOND FRAME INTO RAFTER BEAM
7/26/2016 2:11:07 PM
1
S3-14
SECTION
3/4" = 1'-0"
JOIST REF PLAN
SLOPED HIP BEAM REF PLAN
2
S3-14
SECTION
3/4" = 1'-0"
3
S3-14
SECTION
3/4" = 1'-0"
2
ID
07/26/16
1/4
1/4
ONSLOW COUNTY
HSS HANGING POST REF PLAN
ROOF DECK REF PLAN
NOTE:
FLOORS AND WALLS
NOT SHOWN FOR
CLARITY
STIFFENER PL3/8
EACH SIDE
#5 AT 24" OC
STEEL RAFTER BEAM - REF PLAN
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
DRAWN BY:
CHECKED BY:
MBG
JRM
FRAMING SECTIONS
2015014
##
of
##
05 JULY 2016
S3-14
EQ
5'-5" TO 6'-8"
16"
6'-9" TO 8'-0"
16"
12" WIDE
1-#4
BOTTOM
1-#5
BOTTOM
1-#5
BOTTOM
1-#5
TOP&BOT
2-#4
BOTTOM
2-#5
BOTTOM
2-#5
BOTTOM
2-#5
TOP&BOT
2-#5
BOTTOM
2-#5
BOTTOM
2-#5
BOTTOM
2-#5
TOP&BOT
REFER TO ARCHITECTURAL DRAWINGS FOR WIDTH OF
LINTEL.
3.
SCHEDULE APPLIES ONLY TO LINTELS NOT OTHERWISE
SHOWN ON THE DRAWINGS.
)
STRAP ANCHORS AT
VERTICAL SPACING
OF 32" OC
EXTERIOR
WALL
SEALANT
REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND
LOCATION OF OPENINGS; FOR DUCT OPENINGS REFER TO
MECHANICAL DRAWINGS.
2.
3"
JAMB VERT REINF - REF
TYP CONC MAS DETAILS
BOT REINF
PROVIDE MULTIPLE BOND
BM LINTELS AT MULTIPLE
WYTHE WALLS
8"
BRG
TYPICAL SECTION
BOND BEAM LINTEL DETAILS
1/2" CLR (TYP
3-SIDES)
50 DUROMETER
NEOPRENE PAD
8"
BRG
MAS OPNG
TYPICAL JAMB
VERT WALL REINF - OFFSET
AND LAP VERT REINF 48 x
BAR DIA AT CONTROL JOINT
RAKE OUT AND
CAULK TO FORM
CONTROL JOINT
INTERIOR WALL
BRICK SHELF ANGLE SCHEDULE
CLEAR SPAN
SIZE
0 TO 4'-8"
L3 1/2x3 1/2x5/16 (LLV)
4'-9" TO 8'-0"
VENEER
CONTROL JOINT- REF
ARCH DWG
REF BRICK
SHELF ANGLE
SCHED
1/4
L5x3 1/2x5/16 (LLV)
6"
NOTES:
1.
7/26/2016 2:11:07 PM
2.
3.
REFER TO ARCHITECTURAL DRAWINGS FOR SIZE
AND LOCATION OF ALL OPENINGS.
3/4" MAX
SHELF ANGLE SCHEDULE APPLIES ONLY TO SHELF
ANGLES NOT OTHERWISE DETAILED.
ALL SHELF ANGLES SHALL BE HOT DIP GALVANIZED.
11 1/2"
BRICK SHELF
ANGLE - REF SCHED
(LLV WHERE LEGS
ARE UNEQUAL)
* WHERE JAMBS
BTWN ADJACENT
OPNGS IS 16" OR
LESS, PROVIDE
CONT ANGLES.
PL5/16
(TYP)
NOTE:
REF ARCH DRAWINGS FOR DEEP
RECESSED CONDITIONS REQUIRING
"WT" IN LIEU OF ANGLE.
BOND BM
REINF
MAS WALL
2
8"(*)
BRG
1/2" (TYP)
MAS OPNG
BOND BM
ONSLOW COUNTY
NTS
WALL TYPE
BACKUP - REF
ARCH DWGS
40" LAP
8"
BRG
2
ID
TYPICAL SECTION
BUILT-UP "WT" SECTION
TYPICAL JAMB
E NC E , A N D
TYPICAL DETAIL AT INTERSECTION OF
EXTERIOR AND INTERIOR CMU WALLS
JAMB AT CONTROL JOINT
NTS
WALL TYPE
BACKUP - REF
ARCH DWGS
,P
EMBED BENT ENDS
IN CORES FILLED
WITH MORTAR OR
CONCRETE
3/8"
TOP REINF
NOTES:
1.
BRG PAD
REF BOND
BM LINTEL
SCHED
EL - REF ARCH
OR MECH DWGS
(
F
8"
8"&10" WIDE
'D'
3'-5" TO 5'-4"
6" WIDE
CONTROL JOINT- REF
ARCH DWGS
3/16"x1 1/4"
3"
24"
JEF
8"
REINFORCING
INTERLOCKING BLOCK OR
OTHER DEVICE FOR
OUT-OF-PLAN SHEAR
TRANSFER AT CJ ABOVE
LINTEL
D
0 TO 3'-4"
DEPTH
'D'
FORM 16" LINTEL BY
CASTING UNIT ABOVE BOND
BM MONOLITHICALLY WITH
BOND BM
N0
CLEAR SPAN
VENEER MAS NOT
SHOWN - REF MAS
SHELF ANGLE
DETAILS
VERTICAL
REINFORCING - REF
PLAN
BOND BEAM LINTEL SCHEDULE
C-1166
I NE E R I N
CAR0L
I
NA L
A
OPENING > 48"
7/26/16
NTS
OPENING < 48"
UD
NTS
AT VERT CONTROL JOINT
S T RO
ER
RE G I N E R
Y R . M OR
TYPICAL CONCRETE MASONRY REINFORCING DETAILS
TYPICAL BOND BEAM REINFORCING
DETAILS
TYPICAL
ENG
INTERSECTION
G
ES I ON
OF
CORNER
CLOSED
OPEN
BOTTOM BOTTOM
H
RT
2 - VERT BARS
H CAR0L I
RT SS
EQ
EQ
EQ
EQ
CONTROL JT REF ARCH DWG
1 - VERT BAR
NA ORPORA
TI
GC
PR
VERT BAR SAME
AS TYP WALL
REINF (TYP)
WALL THICKNESS (TYP)
ON
WALL
THICKNESS
EN
OPNG ABOVE
[email protected]
CONT REINF
OPNG ABOVE
EQ
EQ
1 - VERT BAR EA
SIDE OF
CONTROL JOINT
BEAM BEARING AT END
ph. 919-782-1833
fx. 919-782-7630
SEAL
027813
BEAM BEARING PERPENDICULAR
N0
EQ
INTERSECTION
STROUD PENCE
A
S
SOC
CORNER
1'-6"
LAP
3"
EQ
0" (TYP)
Suite 205
Raleigh, NC 27607
GROUT
SOLID
T 919 781 8582
F 919 781 3979
1'-0"
LAP
2 1/2"
1'-0"
LAP
1 1/2"
1'-0"
LAP
CL STEEL BM
ABOVE - REF
FRAMING PLAN
FOR LOCATION
EQ
EQ
CL STEEL BEAM
ABOVE - REF
FRAMING PLAN
FOR LOCATION
EQ
EQ
EQ
EQ
EQ
2 - VERT BARS
PR
WALL
THICKNESS
2 - BARS IN 2 - CELLS
NEAREST TO CENTER
OF BM BRG
ON
1 - VERT BAR
IS
3 - VERT BARS
EQ
SS I ONA L
OF E
EQ
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
JAMB AT CONTROL JOINT
BRICK SHELF ANGLE DETAILS
STEPPED BOND BEAM DETAIL
NTS
NTS
Project
Location
DRAWN BY:
CHECKED BY:
MBG
JRM
TYPICAL DETAILS
2015014
##
of
##
05 JULY 2016
S5-05
DECK RIB ON BEAM
BEAM PERPENDICULAR TO DECK RIBS
FOR BEAM WITH A
FLANGE THICKNESS
OF 1/4" OR LESS,
CUT DECK RIB AS
REQD AND WELD
STUDS DIRECTLY
ON BEAM CL
L3x3x1/4x16"
W/ 2- 1/2"Ø x4"
EMBED EXP
ANCHORS
NOTE: CL OF STUDS
TO BE LOCATED 1"
MIN FROM ALL
CLOSURE STRIPS
A
SECTION
STD FRAMED
BM CONNECTION
(TYP UON)
AT BEAM BOTTOM FLANGE BRACE
NTS
POINT
LOAD
JOIST
CHORD
CL OF ADDED
ANGLES
NOTE 'B'
C
A
JOIST
B
A
DETAIL
B
DETAIL
JOIST
CHORD
B.
HANGER
ROD NOTE 'A'
POSITION HANGER RODS ON JOIST
CENTERLINES BETWEEN CHORD JOIST
MEMBERS. DO NOT USE C-CLAMPS TO
CHORD ANGLE LEGS.
WHERE CONCENTRATED LOADS
EXCEEDING 300 LBS ARE APPLIED TO
TOP CHORDS OR HUNG FROM
BOTTOM CHORDS BETWEEN PANEL
POINTS, ADD 2-L1x1x1/8 TO PANEL
POINT AS SHOWN FOR K SERIES
JOISTS.
MECH UNIT AND
CURB - REF
MECH DWGS
F
E
D
REF "TYP DETAIL
AT
CONCENTRATED
LOADS ON JOIST"
PC OF
L6x4x5/16x0'-6" AT
EA END OF L4x4
BTWN JOISTS
MECH UNIT AND
CURB - REF MECH
DWGS
STEEL DECK
STEEL DECK
2x4 BLOCKING
BETWEEN EA
STEEL DECK RIB
JOIST
JOIST
JOISTS
JOIST
CHORD
POINT
LOADS
ELEVATION
CL OF
HANGER
ROD
7/26/2016 2:11:08 PM
C
L4x4x1/4 SUPPORT
FRAME (TYP)
HANGER
ROD NOTE 'A'
CL OF
PANEL
POINT
DETAIL
D
DETAIL
STEEL DECK
PART PLAN
L4x4x1/4 SUPPORT
FRAME
E
SECTION
TYPICAL DETAIL AT CONCENTRATED LOADS ON JOISTS
TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAILS
NTS
NTS
L4x4x1/4
SUPPORT FRAME
F
SECTION
2
CL OF COL
TYP
CL OF COL
FULL
PEN
TYP
1/4
2
FULL
PEN
TYP
1/4
1/4
1/4
STD SHEAR CONN
BM
WEB STIFF PLATES
EQUAL IN SIZE TO
LARGEST BM FLANGE
THICKNESS
COL
BM
COL
TYPICAL MOMENT CONNECTION DETAILS
NTS
CAP AND WEB STIFF
PLATES EQUAL IN
SIZE TO LARGEST BM
FLANGE THICKNESS
TOP
ID
,P
E NC E , A N D
ER
RE G I N E R
Y R . M OR
EN
7/26/16
C-1166
07/26/16
ADDENDUM 2
DATE
DESCRIPTION
Project
Location
BEAM REF PLAN
HSS BEAM REF PLAN
STD SHEAR CONN
INTERMEDIATE
F
NOTES :
A.
CL OF
HANGER
ROD
JEF
BEAMS - REF PLAN
NTS
1/8
ENG
I NE E R I N
L2x2x1/4
AT 4'-0" OC
TYPICAL COMPOSITE SLAB FRAMING DETAILS
ADDED
ANGLES
ES I ON
OF
LOCATE STUDS
AT DECK RIBS
NOTE: CHANGE IN
DIRECTION AT
SKEWED DECK IS
SIM TO.
BEAM PARALLEL TO DECK RIBS
JOIST
CHORD
H CAR0L I
RT SS
FF EL REF PLAN
TYPICAL INTERIOR BEAM
CONNECTION DETAIL
TYP
EA
END,
EA
ANGLE
NA L
A
UD
NOTE: SPACE NUMBER OF STUDS SHOWN
ON PLAN EQUALLY ALONG BEAM FLANGE
IN DECK RIBS. WHERE SPACING EXCEEDS
MAX SPACING INCREASE NUMBER OF
STUDS AS REQUIRED.
CONC SLAB
- REF PLAN
EDGE CONDITIONS GREATER THAN 12"
S T RO
BEAM REF PLAN
EDGE CONDITIONS LESS THAN 12"
3/4"Øx4 1/4"
LONG SHEAR
STUDS - REF
PLAN
G
3/4"Ø SHEAR
STUDS - REF PLAN
ALTERNATE
SHEAR STUDS
DOWN CL OF
BEAM WHERE
REQD BY DECK
CONFIGURATION
3" MIN
NA ORPORA
TI
GC
1" MIN
NOTE: BEND DECK
OR PROVIDE
CLOSURE PL AS
SHOWN ON 'BEAM
PARALLEL TO
DECK' AS REQD
1/2" MIN
CHANGE IN DECK DIRECTION
AREA OF DECK
RIB TO BE
COVERED BY
PARTIAL
CLOSURE STRIP
TYP
ONSLOW COUNTY
4 1/2" MIN
SPACE
WWR
2
2
CAR0L
I
3/16
3/16
[email protected]
L2x2x3/16 BRACE
AT EA
OUTLOOKER
FLAG PL1/4
(TYP)
Suite 205
Raleigh, NC 27607
1
MAX SPACE = 32"
STEEL DECK REF PLAN
T 919 781 8582
F 919 781 3979
3" (TYP)
SEAL
027813
1
H
RT
BEAM AND
SHEAR
STUDS CL
3/16
PR
DECK RIB NOT ON BEAM
FOR BEAM FLANGE
6" OR MORE
NOTE: BEND DECK
OR PROVIDE
CLOSURE PL AS
SHOWN ON 'BEAM
PARALLEL TO
DECK' AS REQD
TYP
ON
FOR BEAM FLANGE
LESS THAN 6"
CONT BENT
PL1/4 OR 1/4"
ANGLE (TYP
UON)
ph. 919-782-1833
fx. 919-782-7630
N0
A
2" MIN
PR
BEAM AND
SHEAR
STUDS CL
1/2" MIN
LAP
CLOSURE STRIP REF 'CHANGE IN
DECK DIRECTION
DETAILS' (TYP)
STROUD PENCE
L3x3x1/4 HORIZ
OUTLOOKER AT
4'-0"OC (TYP UON
1" (TYP) IN SECTION)
ON
OR
CONT BENT
PL1/4x5 1/4x HORIZ
LEG LENGTH
BEAM AND
SHEAR
STUDS CL
SHEAR
STUD
BEYOND
1/2" MIN
LAP
2
IS
1/2" MIN
LAP
1"
2-12
N0
CLOSURE PL
AS REQD
CONT
CLOSURE
STRIP
3/16
TYP AT
EA
OUTLOOKER 3/16
SS I ONA L
OF E
PARTIAL
CLOSURE
STRIP
TYP
1" MIN
REF PLANS
AND SECTIONS
(TYP)
A
S
SOC
CUT DECK AS
REQD, BEND TO
BEAM FLANGE
AND WELD
2" MIN
2" MIN
LAP
REF PLANS
AND SECTIONS
(TYP)
TYP
SIDES
1/4
1/4
FULL
PEN
TYP
DRAWN BY:
CHECKED BY:
MBG
JRM
TYPICAL DETAILS
TYPICAL HSS BEAM MOMENT CONNECTION
AT REAR EXTERIOR WALKWAY
2015014
##
of
##
05 JULY 2016
S5-08

Onslow County Courthouse Expansion

Transcription

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