Central Office – Grayson County Schools Leitchfield ... · Central Office – Grayson County Schools Leitchfield, Kentucky BG #13-089 ADDENDUM NO. 3 June 7, 2013 The original specifications

Page 1 of 5

Central Office – Grayson County Schools

Leitchfield, Kentucky BG #13-089

ADDENDUM NO. 3

June 7, 2013 The original specifications and drawings dated May 9, 2013, for the above referenced project are amended as noted in this Addendum. Receipt of this Addendum shall be acknowledged by inserting its number in the space provided on the FORM of PROPOSAL, Section 00 40 00. PROJECT MANUAL 1. Products and/or materials from the following Manufacturers are approved as

equivalent to those originally specified. This approval does not relieve any bidder from meeting the standards set forth by the technical specifications. Section 04 21 13 Yankee Hill Brick and Tile. Section 04 43 12 Oldcastle Industries; Waterford. Section 07 71 00 Architectural Products Company. Coping, Roof Edge Metal. Section 08 71 00 Falcon; Exit Devices. Section 27 00 10 Mohawk

2. Section 01 33 00 – Delete paragraph 2.1.B.5 and replace with the following: “5. Submit Product Data to the Architect as a PDF file. Architect will return marked-up copy as a PDF file. Contractor shall retain electronic file and one paper copy for inclusion in record documents. Contractor shall distribute approved shop drawings to subcontractors and suppliers as needed. The filename shall reference the specification section number, name and type (i.e., 087100 Door Hardware ProductData.pdf). Do not combine multiple sections into one file.

3. Section 01 33 00 – Delete paragraph 2.1.C.3 and replace with the following: “3. Submit Shop Drawings to the Architect as a PDF file. Architect will return marked-up copy as a PDF file. Contractor shall retain electronic file and one paper copy for inclusion in record documents. Contractor shall distribute approved shop drawings to subcontractors and suppliers as needed. The filename shall reference the specification section number, name and type (i.e., 087100 Door Hardware ShopDrawings.pdf). Do not combine multiple sections into one file.

4. Section 01 33 00 – Delete paragraph 2.2.A.1 and replace with the following: “1.

Submit Informational Submittals to the Architect as a PDF file. Copies will not be returned. The filename shall reference the specification section, name and type (i.e., 087100 DoorHardware InformationalSubmittal.pdf). Do not combine multiple sections into one file.

228 E. Reynolds Road, Suite One, Lexington, Kentucky 40517, 859.273.3700 T. 859.271.6605 F.

5. Section 01 33 00 – Revise paragraph 2.3.B as follows: Remove the phrase “submit

three copies of a statement” and replace with “submit as pdf file”.

6. Section 01 50 00 – Job Site shall be 12’x4’ full color vinyl sign, mounted on ¾” plywood with 4x4 posts. Architect will provide sample artwork.

7. Section 04 43 12 – Delete paragraphs 2.2.A.1 and 2.2.A.2.

8. Section 04 43 12 – Revise paragraph 2.2.B.3 to read “Nominal depth 4 inches.”

9. Section 04 43 13 – Add the attached specification section.

10. Section 05 31 00 – 3.4. Spacing of fasteners is not accurate. Refer to Detail H/S403 “Steel Roof Deck Fastening Schedule.”

11. Section 06 20 00 – Delete paragraph IV.G and associated sub-paragraphs. 12. Section 06 20 00 – Add following sub-paragraph to paragraph IV.A: “8. ½ inch wall

panels shall be medium density fiberboard.”

13. Section 06 41 13 – Add the attached section.

14. Section 23 36 00 – Air Terminal Units – Variable Volume: ADD 1.5 Warranty, A. Provide one year labor warranty by the manufacturer’s certified technicians.

15. 23 36 00 Air Terminal Units – Variable Volume: Delete 2.3.B.2.

16. 23 73 13 Packaged Rooftop Air Conditioning Unit: 2.2.B, Change wall construction for double wall to single wall.

17. 23 73 13 Packaged Rooftop Air Conditioning Unit: Delete 2.2.T.

18. 23 73 13 Packaged Rooftop Air Conditioning Unit: 2.2.X, Add “Roof curb shall be minimum 12” and maximum 18”.”

19. 23 74 13 Packaged Rooftop Air Conditioning Unit: 1.9.A Delete “and labor” from last sentence. Add “Provide ten year heat exchanger warranty.”

DRAWINGS 20. Drawing C001, C101 and C201 – Add General Note 9 on Sheet C001, Note 16 on

Sheet C101 and Note 11 on Sheet C201 - Delete all work (asphalt, grading, seed and sod) from the South Property Line to Shaw Station Road. The City of Leitchfield will perform this work. Coordinate with the City of Leitchfield to ensure that work blends together smoothly.


21. Drawing C201 – Change site plan view title to “Site Improvement Plan”

22. Drawing A302 – Elevation A/A302 – Delete the following for Note “WHITE THERMOFOIL FINISH”

23. Drawing A302 – Elevation A/A302 – Change the following: “NOTE: CUSTOM

CASEWORK BY SECTION 06200” to read as follows: “NOTE; CUSTOM CASEWORK BY SECTION 06 41 13.”

24. Drawing S201: Change Plan Note No.8 to “INSTALL ¼” COMPRESSIBLE

EXPANSION JOINT BETWEEN SLAB ON GRADE AND ALL JAMBS, PIERS, AND COLUMNS”.

25. Drawing S201: Change Legend of I.C.F. wall to “I.C.F. WALL REINFORCED W/ #5 VERT @ 16” O.C.; #4 HORIZ @ 18” O.C. IF 18” TALL FORM; #4 HORIZ @ 16” O.C. IF 16” TALL FORM”.

26. Drawing S201: Delete “WF15” in Wall Footing Schedule.

27. Drawing S201: Change “S.J.” to “C.J.” on Grid 3.

28. Drawing S201: Change the thickness of the slab on grade at Room Files 211 from 4” to 6” reinforced with 6x6-W4.0xW4.0 W.W.F.

29. Drawing S201: provide 2’-0” wide x 4’-0” long 12” thickened slab below steel ladder at Room Storage 233. Provide (2) #5 x 3’-8” rebar at its bottom with 2” concrete coverage.

30. Drawing S201: provide housekeeping pads at Room Mechanical 108. See sketch Rs-1 for Typical Mechanical Housekeeping Pad Detail.

31. Drawing S201&S301: Delete section P/S301 on both foundation plan and detail sheets.

32. Drawing S202: Coordinate with Drawing A602 for number and location of roof drains at canopy area. Add roof slope “1/4:12” at the canopy roof. See sketch Rs-2.

33. Drawing S202: Change Joist 14K4 to 20K6. See sketch Rs-3.

34. Drawing S202: Change bearing plate “BP-1” to “BP-2” for Beam W16. See sketch Rs-3.

35. Drawing S202: Align joist 12K1 to Grid C, and relocate other 12K1’s. See sketch Rs-3.

36. Drawing S202: Clarification of Section K/S402 and Nsim/S402. See sketch Rs-3.


37. Drawing S202: Provide roof framing (per Framing Plan Note No.6 on Drawing

S202) for all the roof mechanical units (including exhaust fans) shown on Drawing M103. See sketch Rs-3 for example.

38. Drawing S202: Revise joist bridging for the roof penetrations of mechanical unit AHU-1. See sketch Rs-4. Ductwork penetrations shall be coordinated with structural steel framing per Sheet Note No.1 on Drawing M103.

39. Drawing S202: Provide CL-1 and L-1 lintels for (2) louvers (e.g. (2) louvers at Room Mechanical 108 on Drawing M101) and overflow scupper (shown on elevation C/A601).

40. Drawing S202: Delete the two section marks “A/S403” at the 2’-4” short walls on the south side of the building.

41. Drawing S301: Detail K/S301. Clarification: the distance from interior face of 6” concrete wall to exterior face of brick veneer is 1’-1 1/2”.

42. Drawing S301: Detail M/S301. Delete the dimensions below foundation.

43. Drawing S301: Detail S/S301. See sketch Rs-5 for changes.

44. Drawing S401: Column Schedule: Delete “EXCEPT 1/4 @ D-4”. 45. Drawing S402: Detail A/S402. Delete the vertical expansion joint.

46. Drawing S402: Detail B/S402. Lintel Type should be “2” instead of “1” for “L-3” in

Lintel Schedule.

47. Drawing S402: Detail C/S402. Change note “SEE FOUNDATION SECTIONS FOR REINFORCING” TO “SEE FOUNDATION PLAN & LEGEND FOR REINFORCING”.

48. Drawing S402: Detail D/S402. Clarification: the stud anchors of bearing plate are 1/2” diameter x 5” long @ 5” O.C.

49. Drawing S402: Detail N/S402. Connect steel tube to bottom plate 3/8x20 with 1/4” Flare-bevel weld, 2” @ 12” each side.

50. Drawing S403: Detail A/S403. Change “CONT BENT PL 1/4x6x4 LLV W/ 5/8”øx4” EMBED EXP (WEDGE) ANCHORS @ 24” O.C.” to “CONT BENT PL 1/4x5x4 LLV W/ 5/8”øx4” EMBED EXP (WEDGE) ANCHORS @ 12” O.C.” Connect joist top chord to the bent plate with 3/16” fillet field weld, 2” @ 12”.

51. Drawing S403: Detail B/S403. Clarification: the weld between angle and beam should be field weld.


52. Drawing S403: Detail C/S403: See sketch Rs-6 for changes.

53. Drawing S403: Detail D/S403. Change the spacing of expansion bolts from 32” to 24”. Delete “CONT L4x4x1/4” from lower roof edge and extend roof deck to 1/2” clear from the face of brick.

54. Drawing S403: Detail E/S403. Add note “LEAVE 1” CLEAR AROUND STEEL BEAM” at brick pocket where steel beam penetrates brick wall. Coat the steel beam connection to embed plate with asphaltic coating in cavity.

55. Drawing M301 – Mechanical Schedules: Air Handling Unit Schedule, Change gas

heat turndown from “X:1” to “modulating”. Add Remark 10 to AHU Schedule and remarks column, “Refer to Sheet M401 for requirements for Demand Control Ventilation and Controls Schematic.” Add Remark 11 to AHU Schedule and remarks column, “Provide unit mounted human interface panel, phase monitors, louvers/enclosure on condenser section, stainless steel flue stacks, 2” spring isolators on fans, low ambient dampers for operation down to 0 degrees F, and filter differential switch.”

56. Drawing M401 – Mechanical Facility Management System: Air Handling Unit AHU-1 Control Diagram and I/O Summary Table, Delete Air flow monitoring symbol at supply fan. Supply airflow in summary table shall be the sum of all VAV boxes. Delete hot gas reheat from controls diagram and I/O summary table.

57. Drawing EU101 – See revision sheet Re-1 issued with this addendum for revisions to this sheet.

58. Drawing E401 – Reference Panel Schedule “C” – Change circuit 46 Description

column to read, “Meter Pit Sump Pump”. Change Feeder column to read, “SEE SITE PLAN”.

59. Drawing E401 – Reference Panel Schedule “MDP” – Delete “GFCI” requirement

from 800A/3 Pole main circuit breaker for panel.

END OF ADDENDUM

Central Office - Grayson County Schools C-S 1230 Leitchfield, KY

SECTION 06 41 13 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Architectural wood cabinets. 2. Shop finishing of architectural wood cabinets.

1.2 ACTION SUBMITTALS

A. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.

1. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections.

2. Show locations and sizes of cutouts and holes for electrical switches and outlets installed in architectural wood cabinets.

3. Apply AWI Quality Certification Program label to Shop Drawings.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For fabricator.

B. Woodwork Quality Standard Compliance Certificates: AWI Quality Certification Program certificates.

1.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. Shop is a certified participant in AWI's Quality Certification Program.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver cabinets until painting and similar operations that could damage woodwork have been completed in installation areas. If cabinets must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Field Conditions" Article.

WOOD-VENEER-FACED ARCHITECTURAL CABINETS 06 41 13 - 1


1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period.

B. Field Measurements: Where cabinets are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

1. Locate concealed framing, blocking, and reinforcements that support cabinets by field measurements before being enclosed, and indicate measurements on Shop Drawings.

C. Established Dimensions: Where cabinets are indicated to fit to other construction, establish dimensions for areas where cabinets are to fit. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions.

1.7 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that wood-veneer-faced architectural cabinets can be supported and installed as indicated.

PART 2 - PRODUCTS

2.1 ARCHITECTURAL WOOD CABINETS, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural wood cabinets indicated for construction, finishes, installation, and other requirements.

2.2 WOOD CABINETS FOR OPAQUE FINISH

A. Grade: Custom.

B. Type of Construction: Face frame.

C. Cabinet and Door and Drawer Front Interface Style: Reveal overlay.

D. Reveal Dimension: 1/2 inch.

E. Door Raised Panel Style:

1. Raised-Panel Thickness: 3/4 inch.



2. Molding Profile (Sticking) and Raised Panel Profile: As selected by Architect from fabricator’s full range

F. Species for Exposed Lumber Surfaces: Any closed-grain hardwood.

G. Panel Product for Exposed Surfaces: Medium-density fiberboard.

H. Semiexposed Surfaces: Provide surface materials indicated below:

1. Thermoset decorative panels. 2. Edges of Thermoset Decorative Panel Shelves: PVC or polyester edge banding.

I. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers unless located directly under tops.

J. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body.

1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by mechanical fasteners.

2.3 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated.

1. Do not use plain-sawn softwood lumber with exposed, flat surfaces more than 3 inches wide.

2. Wood Moisture Content: 5 to 10 percent.

B. Composite Wood and Agrifiber Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated.

1. Particleboard: ANSI A208.1, Grade M-2. 2. Softwood Plywood: DOC PS 1, medium-density overlay. 3. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1. 4. Thermoset Decorative Panels: Particleboard or medium-density fiberboard

finished with thermally fused, melamine-impregnated decorative paper and complying with requirements of NEMA LD 3, Grade VGL, for test methods 3.3, 3.4, 3.6, 3.8, and 3.10.

2.4 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets except for items specified in Section 08 71 11 "Door Hardware (Descriptive Specification)."



B. Butt Hinges: 2-3/4-inch, five-knuckle steel hinges made from 0.095-inch- thick metal, and as follows:

1. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, B01521.

C. Pulls: As indicated on drawings.

D. Catches: Roller catches, BHMA A156.9, B03071.

E. Shelf Rests: BHMA A156.9, B04013; metal.

F. Drawer Slides: BHMA A156.9.

1. Grade 1: Side mounted; partial-extension type; epoxy-coated steel with polymer rollers.

2. For drawers not more than 3 inches high and not more than 24 inches wide, provide Grade 1.

G. Door and Drawer Silencers: BHMA A156.16, L03011.

H. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9.

2.5 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.

2.6 FABRICATION

A. Fabricate woodwork to dimensions, profiles, and details indicated.

B. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

1. Notify Architect seven days in advance of the dates and times woodwork fabrication will be complete.

2. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts fit as intended and check measurements of assemblies against field measurements before disassembling for shipment.



C. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

2.7 SHOP FINISHING

A. General: Finish architectural wood cabinets at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation.

B. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural wood cabinets, as applicable to each unit of work.

1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of cabinets.

C. Opaque Finish:

1. Grade: Custom. 2. Finish: System - 5, conversion varnish. 3. Color: As selected by Architect from manufacturer's full range. 4. Sheen: Satin, 31-45 gloss units measured on 60-degree gloss meter per

ASTM D 523.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas.

B. Before installing cabinets, examine shop-fabricated work for completion and complete work as required, including removal of packing and backpriming.

3.2 INSTALLATION

A. Grade: Install cabinets to comply with same grade as item to be installed.

B. Assemble cabinets and complete fabrication at Project site to the extent that it was not completed in the shop.

C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.




E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork.

1. For shop finished items use filler matching finish of items being installed.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.

1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight line.

2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inch penetration into wood framing, blocking, or hanging strips.

G. Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes with matching filler where exposed.

1. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only sealer/prime coats are applied in shop.

3.3 ADJUSTING AND CLEANING

A. Repair damaged and defective cabinets, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.

B. Clean, lubricate, and adjust hardware.

C. Clean cabinets on exposed and semiexposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas.

END OF SECTION 06 41 13

FOR EXISTING CONSTRUCTIONFOR NEW CONSTRUCTION

1"CL

EAR

4"

3" MIN

IN NON-SHRINK GROUT

T

CONCRETE SLAB

CLEA

R1

1/2"

#3 DWL

CHAMFER

AROUND PERIMETER& MAX 3'-0" O.C.6" FROM CORNERS

NOTES:

TO BASE SLAB.

1. BASE SLAB PREPARATION:

A. COVER W/ BURLAP & KEEP CONTINUOUSLY WET.

BUT NOT LESS THAN, 3000 PSI (MAX 4" SLUMP)

BONDING AGENT ACCORDING TO SUPPLIER'S DIRECTIONS.

T = 5" OR 6" (#3@9" O.C. EW)T = 4" (#3@12" O.C. EW)

REINFORCING: (@ MID DEPTH OF SLAB)

B. COVER W/ 6 MIL VISQUEEN. TAPE ALL JOINTS & TAPE VISQUEEN

3. CURING:- CURE FOR 7 DAYS BY EITHER OF THE FOLLOWING METHODS:

2. CONCRETE MIX:- USE SAME CONCRETE AS USED ELSE WHERE ON JOB

EXIST CONSTRUCTION: SWEEP CONCRETE CLEAN, ROUGHEN SLAB & APPLYNEW CONSTRUCTION: CLEAN SLAB & WET DOWN PRIOR TO POURING PAD.

DRILL 1" Ø HOLE IN EXIST SLABSET 1/2" Ø DEFORMED ROD

JOB #

SHEET

DRAWN: CHECKED:

DATE:

FOR THERs-1ZJW06/05/13 DK

TYPICAL MECHANICAL HOUSEKEEPING PAD DETAIL

12233.01

CENTRAL OFFICEGRAYSON COUNTY SCHOOLS

GRAYSON COUNTY BOARD OF EDUCATION

D

4

3.7

3.3

3

L4x3

x5/1

6

24K7

24K7

W14x22 (15k) (+16'-8 5/8")

W12x14 (15k)

W10x12 (8k)

W12

x14

(15k

) (+1

1'-8"

)

W10x12 (8k)

W10x12 (8k)

W10x12 (8k)

W10x12 (8k)

W10x12 (8k)

W10x12 (8k)

W10x12 (8k)

12K1

12K1

W14x22 (15k) (+16'-8 5/8")

L4x3

x5/1

6

15'-4

"15

'-4"

10'-9

1/8

"60'-4

"

1.5W

R20

4"

EP-1

3 EQ

SPA

3 EQ

SPA

CL-3

L-3

CL-2

L-2

CL-2 L-2

L-2

GS402

2.9

W10x12 (8k)

W10x12 (8k)3

EQ S

PA

W10x12 (8k)

W10x12 (8k)

EP-4

MC1

+11'-

11"

(2) EP-3

+11'-

8"

ES403

JS402

LOW

HIGH

EP-1TYP

FB-1

4'-6

7/8"W

12x1

4 (1

5k) (

+11'-

8")

W12

x14

(15k

) (+1

1'-8"

)W

12x1

4 (1

5k) (

+11'-

8") 1'-

0"

ANGLE FRAMESEE DET H/S401TYP

SEE ARCH DWGSFOR ROOF DRAINTYP

3 EQ

SPA

EP-1

15'-4

"15

'-4"

1.5WR20

121/4

JOB #

SHEET

DRAWN: CHECKED:

DATE:


ROOF FRAMING FOR ROOF DRAINS AT CANOPY

12233.01



C C.2 D

2

1.5

1

B.9

2.5W10x12 (8k)

W16x26 (15k) W16x26 (15k)

W14x22 (15k) (+16'-8 5/8")

14K4

10K1

10K1

18KC

S3

20KC

S4

20KC

S4

14K4

20K6

20K6

20K6

20K4

20K4

20K4

HSS1

2x6x

5/16

+ P

L(+

9'-8

3/8"

)

HSS12x6x5/16 + PL(+9'- 8 3/8")

12K1

12K1

W12x14 (15k) (+13'-6")

O"

NS402

L4x3

x5/1

6L4

x3x5

/16

L4x4x3/8

20K6

CONT PL 5/16x4SEE DET F/S401

6"

CL-1

L-1

CL-1

L-1

(+13'-1 1/8") (+13'-1 1/8")

+13'-4 5/8"S.D.= 3 1/2"

BP-2

+13'-8 1/2"

HSS1

2x6x

5/16

+ P

L(+

9'-8

3/8"

)HS

S12x

6x5/

16 +

PL

(+9'-

8 3/

8")

12K1

12K1

12K1

12K1

3 EQ SPA

BP-1

BP-3

HSS12x6x5/16 + PL(+9'-8 3/8")

SEE ARCH DWGSFOR TOP/WALL ELEV

5 EQ SPA

KS402

NS402

SIM

E.F. UNITSEE DET H/S401TYP


JOB #

SHEET

DRAWN: CHECKED:

DATE:


REVISED ROOF FRAMING PLAN

12233.01



B.5

3

2.3

B.9

2.5

W16x26 (15k) (+13'-11 1/4")

W16x26 (15k) (+16'-8 5/8")

18KC

S3

12K1

W12

x14

(8k)

(+16

'-11

1/8"

)

10K1

2 EQ SPA

20KC

S4 20KC

S4

20KC

S4

20KC

S4

18KC

S3

20KC

S4

20KC

S4

4 EQ SPA

12K1

W12

x14

(8k)

O"

O"

MS402

4 EQ SPA

CL-1

L-1

+13'-6 7/8"

W16x26 (15k) (+16'-8 5/8")

W16x26 (15k) (+13'-11 1/4")

+14'-1 3/4"

6,720 LBS

CL-1

BS403


JOB #

SHEET

DRAWN: CHECKED:

DATE:


REVISED ROOF FRAMING PLAN AT UNIT AHU-1

12233.01



ROOF DRAINMAY OCCUR

TUBE COLUMNMAY OCCUR

R = 12

"

(4)#5 VERT W/ (2) #3 TIES @ P1(4)#5 VERT W/ (3) #3 TIES @ P1AUSING TENSION LAP FOR TIES

TOP/PIER ELEV (0'-0")

1" CHAMFER 45°ALONG PERIMETER

NOTE:PIER TO BE CAST AROUNDSTEEL COLUMN AFTER STEELIS FULLY ERECTED AND BASEPLATES ARE GROUTED.

FOAM EXPANSION JOINT

JOB #

SHEET

DRAWN: CHECKED:

DATE:


REVISED DETAIL S/S301

12233.01



2.5

3"

1 1/2" STEEL ROOF DECKTYP

STEEL BEAMSEE PLAN

TOP/TUBE ELEV (+20'-0")

CONT HSS5x2x1/4 (LSH)

C4x4.5 @ 4'-6" O.C. MAX

SEE ARCH DWGS FORWALL CONSTRUCTION

BOT/BENT PL ELEV (+16'-0")

3/8" PL

WT4x5 @ 32" O.C. ALONG BEAM

CONT GALV BENT PL3/8x6 1/2x6 1/2

FLANGE BRACE FB-1 L2x2x1/4@ EACH JOIST

1/43 SIDES

3/16

3/16TYP ATEACH END

3/16

3/163 SIDESTYP

3/16EACH JOIST

121/4

MIN2"

3/163 SIDESTYPICAL

L5x3x1/4 (LLV)x 2 1/2" W/ (2) 1/2"øA307 BOLTSIN VERTICALSLOTTED HOLE

11 1/2"

1/4 4

1/4 4 TYP ATEACH WT

STEEL JOISTSEE PLAN

TYPICAL

TO COLUMNSTEEL COLUMN

3/163 SIDES

L5x3x1/4 (LLV)x 4" W/ (2) 1/2"øA307 BOLTSIN VERTICALSLOTTED HOLE

CONT L3x3x3/16

3/16EACH JOIST

CONT L3x3x3/16

3/16TYP

TO I.C.F. WALL

L5x3x1/4 (LLV)x 4" W/ (1)

5/8"ø x 4" EMBEDEXP (WEDGE)

BOLTS

3/16

JOB #

SHEET

DRAWN: CHECKED:

DATE:


REVISED DETAIL C/S403

12233.01



Documents

Central Office – Grayson County Schools Leitchfield ... · Central Office – Grayson County Schools Leitchfield, Kentucky BG #13-089 ADDENDUM NO. 3 June 7, 2013 The original specifications