Addendum #1 11-18-2024.pdf

Date Printed: Nov 18, 2024 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05

Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130

State of West Virginia Centralized Request for Quote

Construction

Proc Folder: 1535631 Reason for Modification:

Doc Description: Hawks Nest State Park Tramway Upper & Lower Terminal Addendum #1 issued to publish pre-bid sign in sheet, agency responses to vendor submitted questions,..... See Page 2 for complete infoProc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2024-11-18 2024-12-10 13:30 CRFQ 0310 DNR2500000006 2

BID RECEIVING LOCATION

BID CLERK

DEPARTMENT OF ADMINISTRATION

PURCHASING DIVISION

2019 WASHINGTON ST E

CHARLESTON WV 25305

US

VENDOR

Vendor Customer Code:

Vendor Name :

Address :

Street :

City :

State : Country : Zip :

Principal Contact :

Vendor Contact Phone: Extension:

FOR INFORMATION CONTACT THE BUYER

Joseph E Hager III

(304) 558-2306 joseph.e.hageriii@wv.gov

Vendor Signature X FEIN# DATE

All offers subject to all terms and conditions contained in this solicitation

Date Printed: Nov 18, 2024 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

Reason for Modification:

Addendum #1 issued to publish pre-bid sign in sheet, agency responses to vendor submitted questions, Revised Drawings, Geotechnical Report, and to extend the bid close date until 12/10/2024 @ 1:30 PM ET.

ADDITIONAL INFORMATION

The West Virginia Purchasing Division is soliciting bids on behalf of The West Virginia Division of Natural Resources to establish a contract for the construction of the Tramway Terminals at Hawks Nest State Park per the attached specifications and terms and conditions.

INVOICE TO SHIP TO

DIVISION OF NATURAL

RESOURCES

DIVISION OF NATURAL

RESOURCES

PARKS & RECREATION-PEM

SECTION

HAWKS NEST STATE PARK

324 4TH AVE 49 HAWKS NEST PARK RD

SOUTH CHARLESTON WV ANSTED WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Building and Facility Construction and

Maintenance Services

Comm Code Manufacturer Specification Model #

72000000

Extended Description:

Hawks Nest State Park New Tramway Upper and Lower Terminal Construction.

SCHEDULE OF EVENTS

Line Event Event Date

Revised 6/8/2012

SOLICITATION NUMBER: [Insert RFQ, RFP No.] Addendum Number: [Insert Number]

The purpose of this addendum is to modify the solicitation identified as [insert RFQ, RFP No.] (“Solicitation”) to reflect the change(s) identified and described below.

Applicable Addendum Category:

[ ] Modify bid opening date and time

[ ] Modify specifications of product or service being sought

[ ] Attachment of vendor questions and responses

[ ] Attachment of pre-bid sign-in sheet

[ ] Correction of error

[ ] Other

Description of Modification to Solicitation:

Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.

Terms and Conditions:

1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.

2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith.

Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.

Attachment A

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So ut h C ha rle st on br ad .s

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RFI: Vendor Questions for CRFQ DNR 25*06 Hawks Nest Tram Upper & Lower Terminal

Q.1. Could you please provide the Geotechnical Report for the above-referenced project?

A. Will be provided in the addendum.

Q.2. What is the load at the pile?

A. Loads on the various piles vary.

Q.3. Can a Geotech Report be provided for both the upper and lower landing?

A. Will be provided in the addendum

Q.4. Could additional contour lines of the existing elevations and proposed finished elevations be provided? (See Sheet U-C101 & Sheet L-C101)

A. Finished grade is approximately the same as the existing condition with the rip rap rock being applied as per the detail.

Q.5. For life safety, will the river access road be closed to the public during the construction of the upper platform?

A. No, contractor is required to maintain a safe work site and provide temporary measures to prohibit public access to the work.

Q.6. If the river access road will not be closed to the public during the construction of the upper platform, what extra ordinary measures will need to be provided?

A. No, contractor is required to maintain a safe work site and provide temporary measures to prohibit public access to the work.

Q.7. Sheet: S000_Confirm the (3) three Pre-Installation Cores are to be drilled at a minimum of 10 feet in depth. Sheet U-S501 indicated the depth of the rock socketed drilled shafts to be 5 feet. Also, typically, the Pre-Installation Cores are located where a permanent core is scheduled to be installed to minimize costs to the End User. Confirm the Pre-Installation Cores can be installed at the designated location.

A. As per Structural Notes - “Rock Socket Drilled Shafts” Note 9 describes the requirements for Pre-installation Cores. Sheet U-S502 refers to depth of rock sockets for the drilled shaft. The Preinstallation cores will be drilled at a Shaft location as indicated.

Q.8. Are we to provide a per LF Unit of Measure to Add and/or Deduct Rock Socketed Drilled Shafts?

A. As per Structural “Rock Socket Drilled Shafts” Note 12, provide a unit cost per foot ($/LF) for addition/deduction of Rock Socketed Drilled Shafts.

Q.9. Where can I find on the Structural Plan Sheets how many Micro Piles to be installed at each of the Footers identified on Sheet L-S101, Footer Types F1, F2, F3, F4, F5, F6 & F7?

A. No micro-piles are utilized for the project. See addendum.

Q.10. Where can I find on the Structural Plan Sheets the designed depth of each Micro Pile to be installed at each of the Footers identified on Sheet L-S101, Footer Types F1, F2, F3, F4, F5, F6 & F7?

Q.11. Are we to provide a per LF Unit of Measure to Add and/or Micro Piles?

Q.12. What is Doppelmyar’s Substantial Completion date?

A. Currently it is April 28, 2025

Q.13. Will Doppelmyar have the concrete Masts installed prior to the anticipated start date of the upper & lower platforms? The RFQ identifies 120 days for substantial completion & 150 calendar days to be complete with the installation of both the upper & lower platforms. Even with both platforms being constructed simultaneously, the construction duration is not practical, due to the submittal process, cure times required for concrete foundations and piers prior to installing the structural steel, manufacturing the structural steel, galvanizing the structural steel, and erecting the structural steel. These tasks alone will take 150 calendar days. Requesting 150 days be extended to 270 days to avoid adding $500 a day for Liquidated Damages.

A. Contractor shall develop a construction sequence that allows for construction within the allotted timeframe.

Q.14. What is the Bid Hold period, 30, 45, 60 days?

A. Please see Section 13: Pricing, under the General Terms and Conditions of Solicitation Documents.

Q.15. What is the timeline for “AOE” responses for RFI’s during the construction phase? Typically, (7) seven days is allotted to address RFI’s to minimize construction schedule busts.

A. Architect will normally provide answers to RFI in a seven-day period. In rare occasions if the answer requires additional information the seven days may extend to 14 days.

Q.16. What is the timeline for “AOE” responses for Change Order Proposals? Typically, (7) seven days is allotted to address COP’s in order to minimize construction schedule busts.

A. Architect will normally provide answers to RFI in a seven-day period. In rare occasions if the answer requires additional information the seven days may extend to 14 days.

Q.17. What is the timeline for “AOE” to provide AIA Change Orders for processing through the State of WV & Auditors Office for encumbrance?

A. This varies depending on the complexity of the change order and workload of the various Agencies involved.

Q.18. On the WV Purchasing Division documents it states no change order work is to commence without a Change Order encumbered. Will additional calendar days be granted for the delay process due to waiting on encumbered Change Orders that may fall in the Sequence of Operations?

A. Change Orders should be anticipated and processed ahead of time to avoid needless delays.

Q.19. Is Hawks Nest State Park within City Limits & do B&O Taxes apply?

A. The upper station work is in Anstead and requires the payment of B&O taxes. The lower station is not.

Q.20. Shall the Builder’s Risk Insurance be for the Contract amount or for the Contract amount and the appraisal amount for the existing structures?

A. Contract amount.

Q.21. Will a temporary office trailer be required for Progress Meetings, or will a designated room be provided at the Facility?

A. Owner will provide a conference room for Architect/Owner/Contractor progress meetings.

Contractor to determine if he needs an onsite office trailer to meet their needs.

Q.22. Will the Contractor be permitted access for usages of power & water without reimbursement?

A. The contractor will be provided access to the power and water for the park for construction without reimbursement.

Q.23. There are several bridge crossings to reach the lower platform site. Confirm all existing bridges weight limits are adequate for transporting aggregates, concrete, steel onloaded tantum trucks.

A. The two upper bridges have been bi-passed by utilizing the trail as shown at the mandatory pre-bid meeting. The lower bridge is capable of meeting standard highway loads.

Q.24. Will WVDNR clear overhead hanging branches on the river access road prior to the lower platform work commencing?

A. Contractor is responsible for removing overhead branches as necessary for their work.

Q.25. Is this project set up for weekly or bi-weekly Progress Meetings? Specification 01310 Progress Meeting, Reporting states Progress Meeting are not used.

A. On-site progress meeting will be held monthly with the additional virtual meeting held bi-weekly if necessary, during the progress of the project.

Q.26. Could Doppelmayr Drawing No. 90012064NA0005101 be provided as per Sheet U-S504?

A. Doppelmayr mast reinforcement drawing No. 90012064NAD005101 is no longer applicable for this project. Contractor shall coordinate with Doppelmayr for current tram design information: see Special Note 1A, Sheet S000.

Q.27. Would Doppelmayr provide the Platform Contractor with the coordinate sheets used for installing the concrete Masts?

A. Contractor shall coordinate with Doppelmayr for current tram design information: see Special Note 1A, Sheet S000.

Q.28. Would it be a conflict of interest for the Platform Contractor to hire as a Third-Party Consultant the Engineer/Surveying Company Alpha hired for the layout during design phase? This Surveyor would already have the information required to layout the platforms and would save some time.

A. The Surveyor for the layout was hired by Doppelmayr and this would not be considered a conflict.

Q.29. Note 2 States; Allow treated lumber sufficient time (6-8 months) before staining. (6) Six months is 180 days, (8) months is 240 days. RFQ States; Contract duration is 150 calendar days. The timeline doesn’t work, please advise.

A. We would anticipate that the contractor would purchase properly cured lumber and that this should not impact your timeline.

Q.30. Shall (4) four sides of the timber platform decking require Section 099300 Solid Color Staining or just the side exposed to the foot traffic?

A. All 4 sides.

Q.31. At the Upper Landing, will seismic monitoring be required at the existing structures near the project site, rock out cropping’s and rock high wall for safety concerns, liabilities and record keeping?

A. Contractor is responsible for maintaining the integrity of the existing structures and shall take any measures they believe appropriate including but not limited to a pre-work survey and/or monitoring during construction.

Q.32. Confirm all Structural Steel at canopies shall be delivered shop-primed and not galvanized. (Sheet U-S104 & Sheet L-S104 Note 3)

A. Confirmed. Canopy steel shall not be hot-dip galvanized.

Q.33. Confirm Pad-Mounted Transformer identified on the Plan Sheets and provided by AEP is being paid through a Work Order by WVDNR.

A. Yes

Q.34. Is this project subject to the Prompt Payment Act?

A. No.

Q.35. Please confirm the following activities would be omitted from the Scope of Work should the Alternate deduct be accepted.

A. Sheet U-S104 Upper Station-Canopy Framing Plans; would be omitted.

B. Sheet U-S502 Upper Station-Column Schedule; A-1.0, A-2.0, A-3.0, B-1.0 & B-3.0 would be resized.

C. Sheet A000 Architectural Material Notes; Specification 047300-Manufactured Stone would be omitted.

D. Sheet A000 Architectural Material Notes; Specification 047300-Manufactured Stone Column

Cap would be omitted.

E. Sheet A000 Architectural Material Notes; Specification Section 053100-Roof Deck would be omitted.

F. Sheet A000 Architectural Material Notes; Specification Section 075323 – Ethylene-Propylene-

Diene-Monomer (EPDM) Roofing would be omitted.

G. Sheet A000 Architectural Material Notes; Specification Section Miscellaneous Materials-

Sheet Metal Flashing, Gutters & Downspouts would be omitted.

H. Sheet U-A102 Upper Station-Canopy Reflected Ceiling & Roof Plan; would be omitted.

I. Sheet U-A201 Upper Station-Elevations; notes indicating Platform Canopy Beyond, Painted

Steel Column (Typ.), Manufactured Stone Column Cap (Typ.), Brick Column Wrap. Brick to match existing building in size & color. (Typ.), Aluminum Gutter & Downspout.

J. Sheet U-A202 Upper Station-Elevations; notes indicating Platform Canopy, Painted Steel

Column (Typ.), Manufactured Stone Column Cap (Typ.), Aluminum Gutter & Downspout.

K. Sheet U-A301 Upper Station-Platform Canopy Sections; would be omitted.

L. Sheet U-A501 Upper Station-Details; Detail 6/U-A501 would be omitted. Details for installing floor mounted fall protection would change.

M. Sheet U-E102 Upper Station-Tram Level Lighting Plan; Detail 2/U0E102 would be omitted along with Electrical Note 6.

N. Sheet L-S104 Lower Station-Canopy Framing Plans; would be omitted.

O. Sheet L-S301 Lower Station-Sections; references to Canopy Framing. Seeing roof framing plan would be omitted. References to HSS Columns (Typ.) would be omitted.

P. Sheet L-S302 Lower Station-Sections; references to Manufactured Stone Cap & Column Wrap.

(See Arch)

Q. Sheet L-A101 Lower Station-Tram Level Floor Plan; references to Manufactured Stone Cap &

Column Wrap drawn would be omitted, railing detail for fall protection would change.

R. Sheet L-A102 Lower Station-Canopy Roof Plan; would be omitted.

S. Sheet L-A111 Lower Station-Reflected Ceiling Plan; would be omitted.

T. Sheet L-A201 Lower Station-Elevations; notes indicating Platform Canopy Beyond, Painted

Steel Column (Typ.), Manufactured Stone Column Cap (Typ.), Brick Column Wrap (Typ.), EPDM, Aluminum Gutter & Downspout, Surface Mounted Directional Lighting (Typ.).

U. Sheet L-A202 Lower Station-Elevations; notes indicating Platform Canopy Beyond, Painted

Steel Column (Typ.), Manufactured Stone Column Cap (Typ.), Brick Column Wrap (Typ.), EPDM, Aluminum Gutter & Downspout, Surface Mounted Directional Lighting (Typ.).

V. Sheet L-A301 Lower Station-Sections; notes indicating Platform Canopy Beyond, Painted Steel

Column (Typ.), Manufactured Stone Column Cap (Typ.), Brick Column Wrap (Typ.), EPDM, Aluminum Gutter & Downspout, Surface Mounted Directional Lighting (Typ.).

W. Sheet L-A302 Lower Station-Stair Section & Column Wrap Detail; detail 2/L-A302 would be omitted.

X. Sheet L-E103 Lower Station-Tram Level Lighting Plan; detail 2/L-E103 and Note 4 would be omitted.

A. The items on the alternate are identified on the reissued plans dated 10/23/24.

Q. 36. Referring to Sheet U-A101; Is the concrete identified in the screenshot below between Column Line E-F the exposed foundation for the Mast?

A. This is the foundation for the mast.

Q.37. Referring to the Lower Landing Tram; there appears to be several large sycamore trees with low branches that could be encroaching the canopy. Should these trees be trimmed and removed to avoid possible future damage to the new structure?

A. The contractor is responsible for trimming any trees that may affect construction.

Q.38. Referring to Column Line 1.0, E & C; 25 feet high and 14 feet wide clearances will be required for the equipment to maneuver. There will not be enough room to install the rock socketed drilled shafts if the bull wheel canopy is installed by Doppelmayer. Could the canopy on the bull wheel be installed after the rocket socketed drilled shafts are installed?

A. Column lines 1 at E and C do not appear to conflict with the bull wheel or the canopy.

Given your dimensions and the location of the bull wheel you have 14 feet from the edge of the building to the bull wheel projection. These are fixed dimensions, and you should plan accordingly. It is likely the bull wheel will be installed at the time you are drilling the shafts.

Q.39. Referring to the existing access road at the upper landing for a crane; a few trees will need to be removed, and the road widened in a few areas. It is my understanding permission would be required from the Town of Anstead. Could confirmation be provided within subsequent addendum for the removal of the trees and widening of the access road?

A. The contractor is responsible for accessing the site as deemed appropriate and is responsible for the methods and means of construction. The upper station road is on DNR property and requires no approval from the Town of Anstead.

Q.40. Confirm no existing and/or new site utilities and/or existing foundations from building previously demolished are within the new footprint of the new lower platform, steps and ramps.

A. The main platform, EVAC and the ramps to the south and west of the platform are totally outside of the old building and foundations and should not encounter any buried foundations. The water line as shown on the site plan will be under the station and shall be protected. Foundations for the Generator and a portion of the ramps may encounter old debris from the existing building (Column line 6.0 and 6.2 from K2 to G)

Q.41. Referring to Sheet L-C101; the plans indicate cutting a section of the hillside for the relocation of gravel road. There appears to be a yard hydrant within the cut. Shall this yard hydrant be removed and/or shall the underground piping and hydrant be relocated?

A. Access road is not cut into the hillside. Minimal grading will be required to add stone to the existing grade per the detail on the L-C101.

Q.42. Confirm generators are by Others.

A. Yes, Generator is by others.

Q.43. I just want to clarify that there is no micropile element in the lower terminal. One of the

GCs inquired about drawing L-S501 - Section 3 - Pier with regard to the "pile cap" section listed. Can you please confirm there are no micropiles in the lower terminal and these are in fact part of the footers.

A. No micro piles are included in this project. See addendum.

Q.44. Safety Netting – How do you propose to attach the safety netting to the structure?

A. Specifications for Fall Protections are included on Sheet S000 “Fall Protection Netting.”

Q.45. Safety Netting – What is the fall height that the netting needs to be designed for?

A. Netting is installed at elevation equal to work surface, so design fall height is zero.

Specifications for Fall Protections are included on Sheet S000 “Fall Protection Netting.”

Q.46. Wood Decking – Does the wood decking need to be a “true” 4x6 or will nominal dimensions be acceptable?

A. As stated in Section 061533 No. 4B – Dimensions are nominal dimensions.

Q.47. Geotechnical Report – Is there a geotechnical report available, and can you provide it?

A. Will be provided in the Addendum.

Q.48. On Page L-S503, detail 11 shows “2x12 Center Stringer” listed in two locations on the right side of the detail. It also shows 2x12 stringers on the left side of that same detail, but they are not drawn the same. Also, the right side would indicate wood stringers. Would that not be steel on the right side since it’s receiving metal grating?

A. The stairs are also wood. Sheets L-S105 and L-S503 were revised and reissued in the addendum set.

Q.49. On Page L-S503, detail 4 shows the double 2x12 stringers being through-bolted into the 6x6 wood post. On Page L-S105, detail 4 would appear to show the two (2) 2x12 stringers resting on part of the 6x6 posts, which would suggest that we would be notching the top of the 6x6 post to receive the 2x12 stringers, then through-bolting them to the remaining portion of the 6x6 post. Which is correct?

A. Splices shall not occur at post locations. Sheets L-S105 and L-S503 were revised and reissued in the addendum set.

Q.50. On Page L-S105, detail 1 shows the beginning of the ramp and labels it as a “Landing”. It also shows wood framing for that landing, just like the other landings on the ramp. However, on Page L- S501, detail 2 shows the “Section At End Of Ramp” and shows a footing, plus a slab in that same area.

Which is correct?

A. The landing at the bottom of the ramp is concrete. Sheet L-S105 and L-S501 were revised and reissued in the addendum set.

Q.51. On Page L-S105, detail 1 shows the stairs on the far left side with steel grating on the stairs. This would suggest that these are steel framed stairs. However, on Page L-S504, detail 4 shows a “Stair Connection Detail” and calls out 2x12 stringers and 4x6 wood decking. Detail 1 on Page L-A302 would also suggest wood framing and decking for that same set of stairs. Which is correct?

A. The stairs are also wood. Sheets L-S105 and L-S503 were revised and reissued in the addendum set.

Q.52. Can we get a detail for the railing for the wood stairs? Need to know what the material needs to be, how it’s connected to the wood framing, etc.

A. It is the same as detail on 1/UA501

Q.53. The upper platform appears to be within the Town of Anstead Limits where the 2% Business & Occupancy Taxes would be applicable. The lower platform appears to be outside of the Town of Anstead Limits where the 2% Business & Occupancy Taxes would not be appliable.

Possible savings is estimated to be $60-80K for not including B&O by General Contractor’s & Subcontractor’s on the lower landing. To save the State of West Virginia revenue, should the upper & lower landing costs be separated on the bid form?

A. We will request the platforms of the upper and lower sections to be separated in the schedule of values for invoicing purposes. The B & O Taxes can be identified in this schedule of values for the successful contractor.

Q.54. Confirm the loading dock at the upper platform may be utilized for concrete pumping and crane activities through coordination efforts with on-site Owner’s representative.

A. Yes, subject to the coordination with the DNR.

Q.55. Sheet S000, Special Note 5. Where underpinning and/or shoring is required, the method and sequence shall be submitted to the Engineer for review prior to starting field operations.

A. Yes

Q.56. Where on the upper and/or lower platforms is it anticipated underpinning and/or shoring may be required?

A. Contractor shall determine if and where shoring is required to facilitate the construction.

Q.57. Will engineered drawings be required for underpinning and/or shoring?

A. If underpinning and shoring are required, drawings will be required.

Q.58. Referring to Sheets; U-S101, U-S501, Details 4/U-S501 & 5/U-S501. Due to the proposed grade elevations underneath the platform, confirm footings & cheek walls are not required for the concrete steps.

A. Cheek walls are neither required nor desired.

Q.59. Referring to Sheets; U-S101, U-S501, Details 4/U-S501, 5/U-S501, U-A101, U-A201, U- A202 & U-A501. Where can I find the mounting details for the railings at the concrete steps between the existing building and proposed platform?

A. See addenda drawings U-A101 and U-A101 Drawing for Detail.

Q.60. Referring to Sheet U-S101; could an existing elevation be provided for the top of manhole cover?

A. Existing manhole is to remain in place and protected during construction.

Q.61. Referring to Sheet U-S502; for clarity and bidding purposes, could the existing contours and proposed finish contour lines of the rip rap be drawn on the column schedule?

A. Contours at both stations are shown on U-C101 and L-C101. Finish grade and existing grade are the same.

Q.62. Confirm the existing pedestrian tail leading to the lower platform is being widened by Dopplemayer for their crane access and this widened access road will be available to the Platform Contractor’s gravel, concrete, steel deliveries and heavy equipment access.

A. Both Doppelmayr and this contractor are responsible for maintaining and/or upgrading the trail as per their respective needs.

Q.63. Can we have the column schedule for the lower station, L-S502 was missing from the drawings?

A. This is included in Addendum.

Q.64. There are notes in the specifications about moment connections and designing them.

However, there are no symbols on the drawings calling out moment connections. There is a detail (2/L-S501) that is a splice connection, but that has full pen welds.

A. Contractor is directed to canopy framing sheets U-S104 and L-S104. Design moments for HSS-HSS CJP welds are shown on plan and per notes.

Q.65. On the foundation caisson’s, what are the required loads for the following: Lateral DL , Tension DL, Compression D

A. Maximum factored (LRFD) reactions at top of caisson are as follows: Compression = 50 kip, Tension = 5 kip, Lateral = 8 kip.

Q.66. I just noticed that drawing L-S502 is missing from the plan set for Hawks Nest

A. This is included in Addendum.

Clarifications:

1. Upper station (B-3, B-5).

Drilled shaft caissons with an end bearing value of 20 ksf would be appropriate. The borings do not provide enough information to establish top of rock, and that will have to be determined in the field by a geotechnical engineer.

2. Lower station (B-1, B-2).

Spread footings would be appropriate in the wet sand or (preferably) the clay layer using a bearing value of 3000 psf.

@ AT

A.B. ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

A/C AIR CONDITIONING

AC AMORED CABLE

ACS ACCESS

ACST ACOUSTIC, ACOUSTICAL

A.C.T. ACOUSTIC CEILING TILE

ACP ASPALTIC CONCRETE PAVING

AD ACCESS DOOR

ADD. ADDITIONAL

ADJ ADJACENT

AED AUTOMATIC EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANCH. ANCHOR

ANG BM ANGLE BEAM

ANOD ANODIZED

AP ACCESS PANEL

APP ATACTIC PROPYLENE

APPR APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

AUTO. AUTOMATIC

AVG AVERAGE

(B) BOTTOM

B/ BOTTOM OF

B PL BASE PLATE

BAF BAFFLE

BB BASEBOARD

BD BOARD

BD FT BOARD FEET

BDG BRIDGING

BDNG BEDDING

BET BETWEEN

BF BACK FACE

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

B OR BL BUILDING LINE, BASE LINE

BKBD BACKBOARD

BKG BACKING

B/L BEARING LINE

B/L BOUNDARY LINE

B/L BRACING LINE

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BLW FL BELOW FLOOR

BM BEAM, BENCH MARK

B.N. BOUNDARY NAILING

BOT BOTTOM

BR BARE ROOT

BRG BEARING

BRK BRICK

BRLP BURLAP

BRZ BRONZE

BSMT BASEMENT

BSP BLACK STEEL PIPE

C/C, C TO C CENTER TO CENTER

C CONC CAST CONCRETE

CAB CABINET

CANT., CANTIL CANTILEVER

CANV CANVAS

CB CEMENT BASE

CBF CONCENTRICALLY BRACED FRAME

C.E. CONTINUOUS END

CEM CEMENT

CEM FIN CEMENT FINISH

CEM PLAS CEMENT PLASTER

CF CEMENT FLOOR

CG CORNER GUARD

CHKR CHECKER, CHECKERED

CH BD CHALKBOARD

CHR PL CHROME PLATED

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONTROL JOINT

C/L, ~C CENTER LINE

CLDG CLADDING

CLG CEILING

CLO CLOSET

CLR CLEAR

CLWG CLEAR WIRED GLASS

CMP CORRUGATED METAL PIPE

CMPSN COMPOSITION

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMP COMPRESSED, COMPOSITE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACT, CONTRACTOR

CORR CORRUGATED, CORRIDOR

CP CEMENT PIPE

CPT CARPET

CRS COLD-ROLLED STEEL

CS CAST STONE

CSC CURED SEALED CONCRETE

CSN. JT. CONSTRUCTION JOINT

CSP CEMENT SEWER PIPE

CSTL CAST STEEL

CT CERAMIC TILE

CT STN CUT STONE

CTB CERAMIC TILE BASE

CTR CENTER

CU. FT. CUBIC FOOT

CU YD CUBIC YARD

CULV CULVERT

DAT DATUM

DBL DOUBLE

D.E. DECK EDGE; DISCONTINUOUS END

DEC DECIDUOUS

DEM DEMOUNTABLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DFT DRY FILM THICKNESS

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIR DIRECTION

DISP DISPENSER

DL DEAD LOAD

DMH DROP MANHOLE

DN DOWN

D.O.S. DIAMETER OF SHAFT

DOUG FIR DOUGLAS FIR

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWV DRAIN, WASTE, VENT

(E) EXISTING (CONSTRUCTION)

(E) EPOXY-COATED (REBAR)

EA EACH

EBF ECCENTRICALLY BRACED FRAME

EC EDGE OF CURB

E.E. EACH END

E.F. EACH FACE

EFC EXPOSED FINISHED CONCRETE

EIFS EXTERIOR INSULATION & FINISHING SYSTEM

EL ELEVATION

ELEC. ELECTRIC

ELEV ELEVATOR

E.T.B. ELEVATION TOP OF BEAM

E.T.F. ELEVATION TOP OF FOOTING

E.T.S. ELEVATION TOP OF SHAFT

E.T.W. ELEVATION TOP OF WALL

E.N. EDGE NAILING

ENGR ENGINEER

EOS EDGE OF SLAB

EPX EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EV EVERGREEN

E.W. EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE, EXCAVATION

EXH EXHAUST

EXP EXPOSED

EXP JT EXPANSION JOINT

EXPS EXPOSED PAINTED STRUCTURE

EXIST EXISTING

EXT EXTERIOR

F TO F FACE TO FACE

FAS FASCIA

FC BRK FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FRONT FACE

FGL FIBERGLASS

FHYD FIRE HYDRANT

FIN FINISH

FL FLOOR

FL FIN CONC FLOAT FINISH CONCRETE

FLEX FLEXIBLE

FLG FLANGE

FLSH FLASHING

FMBD FORM BOARD

F.O., F/O FACE OF

FRT FIRE RESISTANT TREATED

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FUR FURRED (ING)

FURN FURNISH

G GIRDER

GA GAGE, GAUGE

GALV GALVANIZE, GALVANIZED

GC GENERAL CONTRACTOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFECI GOVERNMENT FURNISHED EQUIPMENT,

CONTRACTOR INSTALLED

GFM GOVERNMENT FURNISHED MATERIAL

GFRC GLASS-FIBER REINFORCED CONCRETE

GFRG GLASS-FIBER REINFORCED GYPSUM

GFRP GLASS-FIBER REINFORCED PLASTER

GL GLASS

GL BLK GLASS BLK

GLZ GLAZING

GOVT GOVERNMENT

GR GRADE

GRND GROUND

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GUT GUTTER

GVL GRAVEL

GYP GYPSUM

GYP PLAS GYPSUM PLASTER

GWB GYPSUM WALLBOARD

HC HOLLOW CORE

HC HOLLOW CORE MASONARY UNIT

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HYD HYDRANT

IB I BEAM

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

I.F.H. INSIDE FACE HORIZONTAL

I.F.V. INSIDE FACE VERTICAL

INFL INFLUENT

INN INNER

INSUL INSULATION

INV INVERT, INVERSE

IP IRON PIPE, IRON PIN

ISO. JT. ISOLATION JOINT

JBE JOIST BEARING ELEVATION

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K THOUSAND

KIP KILO-POUND (1000 POUNDS)

LA LAMINATE

LAM GL LAMINATED GLASS

LAT LATTICE

LAV LAVATORY

LAY LAYER

LBR LUMBER

LD BEARING LOAD BEARING

LKR LOCKER

LIVE LOAD LIVE LOAD

LL GB LEAD LINED GYPSUM BOARD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LPS LIQUID PENETRATING SEALER

LSL LONG SLOT

LT LEFT

LWC LIGHTWEIGHT CONCRETE

MAHOG MAHOGONY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

M.F. MOMENT FRAME

MTL METAL

MFR, MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MK MARK

MO MASONRY OPENING

MON MONUMENT

MR RECEPTOR MOP

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MWFRS MAIN WIND FORCE RESISTING SYSTEM

MWP MEMBRANE WATERPROOFING

(N) NEW (CONSTRUCTION)

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NKL NICKEL

NLB NON LOAD BEARING

NO.,NOS NUMBER, NUMBERS

NS NEAR SIDE

NS/FS NEAR SIDE AND FAR SIDE

NTS NOT TO SCALE

O TO O OUT TO OUT

OA OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OGL OBSCURE GLASS

O.H. OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

OPQ OPAQUE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

OVS OVERSIZE(D)

OWGL OBSCURE WIRED GLASS

PAGB PAINTED ABUSE RESISTANT GYPSUM BOARD

PAR PARAPET

PBD PARTICLE BOARD

PC, P.C. PORTLAND CEMENT, PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PCS PAINTED CONCRETE SURFACE

PCT PORCELAIN CERAMIC TILE

PED PEDESTAL

PEG PEG BOARD

PH PHASE

PI POINT OF INTERSECTION

PIB POLYISOBUTYLENE

PIGB PAINTED IMPACT RESISTANT GYPSUM BOARD

PL PLATE

PLBG PLUMBING

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLF POUNDS PER LINEAL FOOT

~P PLATE

± PLUS/MINUS

PLYWD PLYWOOD

PMBC PLANT MIX BITUMINOUS CONCRETE

PMGB PAINTED MOISTURE RESISTANT GYPSUM BOARD

PNL PANEL

PNT PAINT

POL POLISH, POINT OF LINE

POLY POLYETHYLENE

PORC PORCELAIN

POTW POTABLE WATER

PP POLYPROPYLENE

PPGL POLISHED PLATE GLASS

PS POLYSTYRENE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PT PRETENSIONED

PTN PARTITION

P. T. PRESSURE TREATED

PUR PURLINS

PVA POLYVINYL ACETATE

PVC POLYVINYL CHLORIDE

PVF POLYVINYL FLOURIDE

PVMT PAVEMENT

QT QUARRY TILE

Ø ROUND (DIAMETER)

R RISER

R/W RIGHT OF WAY

RAD. RADIUS

RB RUBBER BASE

RBR. RUBBER

RC REINFORCED CONCRETE

RD ROOF DRAIN, ROAD

REBAR REINFORCING STEEL BAR

RECVG. RECEIVING

REC. RECESS

REF. REFERENCE

REFL. REFLECTED

REINF. REINFORCED, REINFORCEMENT

REQD. REQUIRED

RESIL. RESILIENT

REV. REVISION

RF. ROOF

RFS RUBBER FLOORING SYSTEM

RFG. ROOFING

RFH ROOF HATCH

RL ROOF LEADER

RM. ROOM

RO ROUGH OPENING

RR ROLL ROOFING

RRB RESILIENT RUBBER BASE

RST REINFORCING STEEL

RT RIGHT

RUB RUBBER FLOORING

RVB RESILIENT VINYL BASE

RW REDWOOD

SAF SYNTHETIC ATHLETIC FLOORING

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE, SLIP-CRITICAL

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SEC SECRETARY

SECT SECTION

SF SQUARE FOOT

SFP SPRAYED FIRE PROTECTION

SFTWD SOFTWOOD

SG SILTY GRAVEL

SH SHINGLES

SHT SHEET

SHTHG SHEATHING

SHT MTL SHEET METAL (FLASHING)

SHV SHELVING

SIM SIMILAR

SM SHEET METAL

SMP SOLID MASONRY PIER

SMB SMART BOARD

SP SPACE, SPACES

SPEC SPECIFICATION

SPF SPRUCE-PINE-FIR

SPR SPRINKLER

SQ SQUARE

SQ BR SQUARE BAR

SS SANITARY SEWER, STAINLESS STEEL

SSD SURFACE DRAIN

SSL SHORT SLOT

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET, SNUG-TIGHTENED

STA STATION

STD STANDARD

STL STEEL

ST GL STAINED GLASS

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STS STEEL TROWELED SURFACE

STRUCT STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

STSTL STAINLESS STEEL

SUBSTA SUBSTATION

SUP SUPPLY

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK, SHEARWALL

SYM SYMMETRIC

SYNTH SYNTHETIC

(T) TOP

T/ TOP OF

T TREAD

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TBE TRUSS BEARING ELEVATION

TC TERRA COTTA

TD TRENCH DUCT

TEL TELEPHONE

TEJ TRANSVERSE EXPANSION JOINT

TEMP TEMPERATURE

T/F, T/FTG. TOP OF FOOTING

THK THICK

THRES THRESHOLD

TKBD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TMPD HDBD TEMPERED HARDBOARD

TN TRUE NORTH

T O C TOP OF CONCRETE

T.O.S. TOP OF SLAB

TRTD TREATED

TS TUBE STEEL

T/S TOP OF STEEL

T/W TOP OF WALL

TYP TYPICAL

U.L. UNDERWRITERS LABORATORY

U.O.N. UNLESS OTHERWISE NOTED

UNPV RD UNPAVED ROAD

UR URINAL

U.S. URINAL SCREEN

UTIL UTILITY

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VT VINYL TILE

VW VINYL WOOD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WATER MAIN

W/, w/ WITH W/O, w/o WITHOUT

WA WAINSCOT

WB WOOD BASE

WBL WOOD BLOCKING

WBS WROUGHT BRASS

WDC WOOD CLAD

WC WATER CLOSET

WD WOOD

WDPT WOOD (PRESSURE TREATED)

WDW WINDOW

WF WIDE FLANGE

WFR WOOD FRAME

WGL WIRED GLASS

WI WROUGHT IRON

WM WIRE MESH

WMP WIRE MESH PARTITION SYSTEM

WP WORKING POINT, WEATHERPROOF

WPF WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER STRIP

WR WIRE ROPE

WSL WEATHER SEAL

WST WASTE

WT WINDOW TYPE

WTR WATER

WVC WOOD VENEER WALL COVERING

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

A101

SIM

CONCRETE

CLAY UNIT MASONRY

CONCRETE UNIT MASONRY

WOOD FRAMING

PLYWOOD

FINISHED WOOD

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

SOIL

CRUSHED STONE

CENTER LINE

HIDDEN LINE

VIEW TITLE

SYMBOL DESCRIPTION

A101

SIM

A101

4 2 ELEVATION MARKER

SECTION MARKER

DETAIL CALLOUT

ROOM TAG

GRID LINE MARKER

ELEVATION DATUM

SPOT ELEVATION MARK

WALL TAG

WALL REINFORCING TAG

DOOR TAG

WINDOW TAG

ROOM

NAME

View Name

SCALE: 1/8" = 1'-0"

A101

SHEET NUMBER

SHEET DETAIL NUMBER

C4

LEVEL

ELEVATION

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING,

ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

INSTALL: UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS AT PROJECT

SITE.

EXISTING TO REMAIN (OR EXISTING) (OR EX.): LEAVE EXISTING ITEMS THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE (OR DEMOLISH) (OR DEMO): DETACH ITEMS FROM EXISTING CONSTRUCTION AND

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO

PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE.

REMOVE AND REINSTALL (OR REMOVE AND REUSE): DETACH ITEMS FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND REINSTALL

WHERE INDICATED.

DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING

GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM AND SURFACES;

DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

DISPOSE: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT

SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO

AUTHORITIES HAVING JURISDICTION AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.

"U" PREFIX IN SHEET NUMBER: PERTAINS TO UPPER STATION

"L" PREFIX IN SHEET NUMBER: PERTAINS TO LOWER STATION

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

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\R ev it\ H aw k's

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ABBREV & SYMBOLS

2112149.00

HA

W

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T U

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A N

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10/23/2024

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IA

ABBREVIATIONS SYMBOL LEGEND

DEFINITIONS

1. THIS PROJECT HAS BEEN DESIGNED IN

ACCORDANCE WITH THE 2018 INTERNATIONAL

BUILDING CODE, THE LIFE SAFETY CODE (NFPA

101-2021) AND THE STATE FIRE CODE.

2. WRITTEN SPECIFICATIONS FOR THE PROJECT ARE

PROVIDED TO ESTABLISH AND MAINTAIN A LEVEL OF

MANUFACTURE AND QUALITY. ALL SUBSTITUTION

REQUESTS MUST BE MADE IN WRITING NO LESS

THAN (10) BUSINESS DAYS PRIOR TO THE DATE OF

THE BID. ANY ACCEPTED SUBSTITUTION SHALL BE

MADE BY WRITTEN ADDENDUM FROM THE OFFICE OF

THE ARCHITECT PRIOR TO THE BID DATE.

3. CONSTRUCTION METHODS, PROCEDURES AND

SEQUENCES ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL

NECESSARY MEANS TO MAINTAIN AND PROTECT THE

STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT

ALL STAGES. THE DESIGN FIRM(S) SHALL NOT BE

RESPONSIBLE FOR THE NEGLIGENCE OF THE

CONTRACTOR(S), SUB-CONTRACTOR(S) OR ANY

OTHER PERSON(S) INVOLVED IN THE WORK, OR IN

THE FAILURE OF SAID PERSON(S) TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4. WRITTEN SPECIFICATIONS SHALL SUPERSEDE

DRAWINGS.

5. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO

NOT SCALE DRAWINGS. WHERE A MISSING OR

CONFLICTING DIMENSION OCCURS, THE ARCHITECT

SHALL BE CONTACTED IMMEDIATELY TO OBTAIN THE

NECESSARY CLARIFICATION.

6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

OF ANY AND ALL DISCREPANCIES BETWEEN THE

DRAWINGS AND ACTUAL FIELD CONDITIONS

IMMEDIATELY UPON DISCOVERY.

7. COMMENCEMENT OF THE WORK SHALL SIGNIFY THE

CONTRACTOR IS FAMILIAR WITH AND AGREES TO

THE SCOPE OF WORK AS OUTLINED IN THE

CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY

RULES AND REGULATIONS IMPOSED BY OSHA AND

THE OWNER AT ALL TIMES. IF THERE IS A CONFLICT

BETWEEN THE TWO, THE STRICTER REGULATION

SHALL APPLY.

9. THE CONTRACTOR SHALL TAKE ALL NECESSARY

MEANS TO MAINTAIN AND PROTECT ADJACENT

PROPERTY FROM DAMAGE DURING THE PROCESS

OF THE WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPER DISPOSAL OF ALL MATERIALS RESULTING

FROM THE WORK OF THIS PROJECT. THE PROJECT

SITE SHALL AT ALL TIMES BE MAINTAINED IN AN

ORDERLY MANNER SO AS TO MINIMIZE

ACCUMULATION OF WASTE AND/OR SURPLUS

MATERIALS. PROPER DISPOSAL RECEIPTS SHALL BE

OBTAINED AND RETAINED FOR OWNER'S REVIEW.

AT THE COMPLETION OF THE WORK THE

CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS

MATERIAL AND CONSTRUCTION EQUIPMENT FROM

THE PREMISES.

11. SHOP DRAWINGS ARE REQUIRED AS LISTED IN THE

PROJECT MANUAL.

GENERAL NOTES

PROJECT IS TO PROVIDE TWO OUTDOOR DECKS PARTIALLY

COVERED BY CANOPIES ADJACENT TO TRAM DOCKING

AREAS AT BOTH UPPER AND LOWER STATIONS OF TRAMWAY.

PROJECT SUMMARY

No. ITEM DATE

047300 MANUAFACTERED STONE

1. PORTLAND CEMENT BASED MANUFACTURED STONE.

2. BASIS OF DESIGN: ELDORADO STONE, LLC-COUNTRY RUBBLE MILLSTREAM EASTERN -2.5" THICKNESS

3. VENEER UNIT PROPERTIES: PRECAST VENEER UNITS CONSISTING OF PORTLAND CEMENT,

LIGHTWEIGHT AGGREGATES, AND MINERAL OXIDE PIGMENTS.PROVIDE CORNER STONES FOR

COLUMN BASES.

4. WEATHER BARRIER: ICC AC-38, SYNTHETIC HOUSE WRAP

5. REINFORCING: ASTM C 847, 2.5LB/YD2 (1.4KG/M2) GALVANIZED EXPANDED METAL LATH COMPLYING

WITH CODE AGENCY REQUIREMENTS FOR THE TYPE OF SUBSTRATE OVER WHICH STONE VENEER IS

INSTALLED.

6. WATER REPELLENT: WATER BASED SILANE OR SILOXANE MASONRY WATER REPELLENT

7. MORTAR MIXES. STANDARD INSTALLATION (GROUTED JOINTS):MIX MORTAR IN ACCORDANCE WITH

ASTM C 270, POLYMER MODIFIED MORTAR COMPLYING WITH ANSI A118.4

8. STANDARD SAMPLE BOARD CONSISTING OF SMALL-SCALE PIECES OF VENEER UNITS SHOWING FULL

RANGE OF TEXTURES AND COLORS.FULL RANGE OF MORTAR COLORS.

9. INSTALLER QUALIFICATIONS: EXPERIENCED MASON FAMILIAR WITH INSTALLATION PROCEDURES AND

RELATED LOCAL, STATE AND FEDERAL CODES MASONRY.

10. FIELD SAMPLE:PREPARE ONE COLUMN WRAP SAMPLE AT A LOCATION ON THE STRUCTURE AS

SELECTED BY THE ARCHITECT. USE APPROVED SELECTION SAMPLE MATERIALS AND COLORS.OBTAIN

ARCHITECT’S APPROVAL. APPROVED SAMPLE MAY BE INCORPORATED INTO COMPLETED WORK.

11. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR DELIVERY, STORAGE AND HANDLING.

12. MANUFACTURER’S STANDARD WARRANTY COVERAGE AGAINST DEFECTS IN MATERIALS WHEN

INSTALLED IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.

13. INSTALL AND CLEAN STONE IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS

FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION AS SPECIFIED ABOVE.

047300 MANUAFACTERED STONE COLUMN CAP

1. BASIS OF DESIGN: ELDORADO STONE, LLC-CHISELED EDGE PEAKED COLUMN CAP-18"X18"X2.5". CAP

PEAK AT 5.5".

2. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE OF COLORS.

3. FOLLOW MANUFACTURER’S INSTRUCTIONS FOR DELIVERY, STORAGE AND HANDLING.

4. MANUFACTURER’S STANDARD WARRANTY COVERAGE AGAINST DEFECTS IN MATERIALS WHEN

INSTALLED IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.

5. INSTALL AND CLEAN STONE CAP IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION

INSTRUCTIONS FOR STANDARD INSTALLATION GROUTED JOINT INSTALLATION AS SPECIFIED ABOVE.

6. CUT COLUMN CAP IN FIELD TO ALLOW FOR STRUCTURAL SUPPORT

MISCELLANEOUS MATERIALS-SHEET METAL FLASHING, GUTTER AND DOWNSPOUTS

1. ALL MISCELLANEOUS MATERIALS-SHEET METAL FLASHING, BOX GUTTER AND SQUARE

DOWNSPOUTS SHAPE, PROFILE, COLOR AND THICKNESS TO BE SELECTED BY ARCHITECT

FROM FULL RANGE.

2. BASIS OF DESIGN: METAL-ERA SEAL-TITE LT. GUTTERS TO BE 22 GA. STEEL 6" BOX GUTTERS.

GUTTER TO HAVE A 30 YEAR PVDF KYNAR 500 FINISH. COLOR TO BE SELECTED FROM

ARCHITECTS FULL RANGE OF MANUFACTURERS COLORS.

3. CUSTOM SIZED GUTTER AS SHOWN ON THE DRAWING(S). GUTTER SECTIONS: LENGTH OF

10'-0”

4. ALL GUTTER, REGARDLESS OF METAL SUBSTRATE OR THICKNESS IS TO BE PRE-

MANUFACTURED.

5. ALL GUTTER TO BE SUPPORTED BY GUTTER SUPPORT BRACKETS ON 24” CENTERS THAT ARE

1.0” WIDE X .1875” STAINLESS/ GALVANIZED THICK BAR STOCK AND THEN WRAPPED ON ALL

VISIBLE SIDES AFTER INSTALLATION WITH THE SAME METAL AS THE GUTTER MATERIAL.

6. THERE SHALL BE NO HOLES PUT IN THE GUTTER DURING THE FABRICATION OF OR

INSTALLATION OF THE GUTTER.

7. ALL GUTTER SECTIONS TO BE CONNECTED USING INTERNAL SPLICE PLATES MADE FROM

SAME MATERIAL AND FINISH AS THE GUTTER.

8. BASIS OF DESIGN: METAL-ERA SEAL-TITE LT. DOWNSPOUT TO BE 22 GA. STEEL 6" SQUARE

DOWNSPOUT. DOWNSPOUT TO HAVE A 30 YEAR PVDF KYNAR 500 FINISH. COLOR TO BE

SELECTED FROM ARCHITECTS FULL RANGE OF MANUFACTURERS COLORS.

9. CUSTOM SIZED DOWNSPOUT AND ELBOWS AS SHOWN ON THE DRAWINGS. DOWNSPOUT

SECTIONS: LENGTH AS SHOWN ON DRAWINGS.

10. ALL DOWNSPOUTS SHALL BE CONNECTED TO GUTTER USING A FACTORY FABRICATED

OUTLET TUBE CONSTRUCTED FROM THE SAME MATERIAL AS THE DOWNSPOUT.

11. ALL DOWNSPOUT AND ELBOW IS TO BE ROLL-FORMED (NOT TO BE FABRICATED ON A METAL

FOLDER OR BREAK PRESS).

12. ALL DOWNSPOUT, ELBOWS & OFFSETS MUST HAVE INTERLOCKING, ACME LOCK SEAMS.

13. ALL DOWNSPOUTS AND ELBOWS TO HAVE ONE END CRIMPED FOR SECURE ASSEMBLY.

14. PROVIDE TWO (2) FACTORY FABRICATED DOWNSPOUT ANCHOR STRAPS PER 10’ SECTION.

15. PROVIDE FACTORY FABRICATED ELBOWS AND OFFSETS (ONE PIECE SECTIONS PREFERRED).

16. ALL GUTTER CORNERS, END CAPS, EXPANSION JOINTS, OUTLET TUBES, ETC. SHALL BE

FABRICATED BY THE GUTTER AND DOWNSPOUT MANUFACTURER.

17. ALL ACCESSORIES TO BE FABRICATED FROM SAME METAL STOCK AND FINISH AS GUTTER

AND DOWNSPOUT. NO POST PAINTING OF PRODUCT.

18. FLASHING,TRIM, GRAVEL STOP: PROVIDE FLASHING AND TRIM FORMED AS REQUIRED TO

SEAL AGAINST WEATHER AND TO PROVIDE FINISHED APPEARANCE. LOCATIONS INCLUDE,

BUT ARE NOT LIMITED TO, EAVES, RAKES, CORNERS, RIDGES, AND FASCIA. FINISH FLASHING

AND TRIM WITH SAME FINISH SYSTEM AS ADJACENT GUTTERS AND DOWNSPOUTS.

19. JOINT SEALANT: ASTM C 920; AS RECOMMENDED IN WRITING BY DOWNSPOUT AND GUTTER

MANUFACTURER

20. BUTYL-RUBBER-BASED, SOLVENT-RELEASE SEALANT: ASTM C 1311.

075323 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING

1. PROVIDE PRODUCT DATA FOR EACH TYPE OF PRODUCT. PROVIDE SHOP DRAWINGS: FOR

ROOFING SYSTEM:INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS

TO OTHER WORK. PROVIDE SAMPLES FOR VERIFICATION FOR THE FOLLOWING PRODUCTS:

SHEET ROOFING, OF COLOR REQUIRED.

2. MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF ROOFING SYSTEM

THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD.

3. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

4. TYPE: TOTAL ROOFING SYSTEM, NO DOLLAR LIMIT ON LABOR AND MATERIAL. OBTAIN

COMPONENTS INCLUDING ROOF INSULATION AND FASTENERS FOR ROOFING SYSTEM FROM

SAME MANUFACTURER AS MEMBRANE ROOFING OR MANUFACTURER APPROVED BY

MEMBRANE ROOFING MANUFACTURER.

5. EPDM: ASTM D 4637, TYPE II, SCRIM OR FABRIC INTERNALLY REINFORCED, UNIFORM,

FLEXIBLE EPDM SHEET. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,

PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: CARLISLE SYNTEC INCORPORATED,

FIRESTONE BUILDING PRODUCTS. OR JOHNS MANVILLE.

6. THICKNESS: 90 MILS (1.5 MM), NOMINAL.

7. EXPOSED FACE COLOR: BLACK.

8. AUXILIARY MATERIALS RECOMMENDED BY ROOFING SYSTEM MANUFACTURER FOR

INTENDED USE AND COMPATIBLE WITH ROOFING.

9. LIQUID-TYPE AUXILIARY MATERIALS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES

HAVING JURISDICTION.

10. SHEET FLASHING: 90-MIL- (1.5-MM-) THICK EPDM, PARTIALLY CURED OR CURED, ACCORDING

TO APPLICATION.

11. PROTECTION SHEET: EPICHLOROHYDRIN OR NEOPRENE NONREINFORCED FLEXIBLE SHEET,

55- TO 60-MIL- (1.4- TO 1.5-MM-) THICK, RECOMMENDED BY EPDM MANUFACTURER FOR

RESISTANCE TO HYDROCARBONS, NON-AROMATIC SOLVENTS, GREASE, AND OIL.

12. BONDING ADHESIVE: MANUFACTURER'S STANDARD.

13. SEAMING MATERIAL: MANUFACTURER'S STANDARD, SYNTHETIC-RUBBER POLYMER PRIMER

AND 3-INCH- (75-MM-) WIDE MINIMUM, BUTYL SPLICE TAPE WITH RELEASE FILM.

14. FASTENERS: FACTORY-COATED STEEL FASTENERS AND METAL OR PLASTIC PLATES

COMPLYING WITH CORROSION-RESISTANCE PROVISIONS IN FM GLOBAL 4470, DESIGNED FOR

FASTENING MEMBRANE TO SUBSTRATE, AND ACCEPTABLE TO ROOFING SYSTEM

MANUFACTURER.

15. MISCELLANEOUS ACCESSORIES: PROVIDE LAP SEALANT, WATER CUTOFF MASTIC, METAL

TERMINATION BARS, METAL BATTENS, POURABLE SEALERS, PREFORMED CONE AND VENT

SHEET FLASHINGS, MOLDED PIPE BOOT FLASHINGS, PREFORMED INSIDE AND OUTSIDE

CORNER SHEET FLASHINGS, REINFORCED EPDM SECUREMENT STRIPS, T-JOINT COVERS, IN-

SEAM SEALANTS, TERMINATION REGLETS, COVER STRIPS, AND OTHER ACCESSORIES.

16. ROOFING ASPHALT: ASTM D 312, TYPE III OR TYPE IV.INSTALL ROOFING SYSTEM ACCORDING

TO ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.COMPLETE TERMINATIONS

AND BASE FLASHINGS AND PROVIDE TEMPORARY SEALS TO PREVENT WATER FROM

ENTERING COMPLETED SECTIONS OF ROOFING SYSTEM AT THE END OF THE WORKDAY OR

WHEN RAIN IS FORECAST. REMOVE AND DISCARD TEMPORARY SEALS BEFORE BEGINNING

WORK ON ADJOINING ROOFING.ADHERE ROOFING OVER AREA TO RECEIVE ROOFING

ACCORDING TO MEMBRANE ROOFING SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS.

UNROLL MEMBRANE ROOFING AND ALLOW TO RELAX BEFORE INSTALLING.ACCURATELY

ALIGN ROOFING, AND MAINTAIN UNIFORM SIDE AND END LAPS OF MINIMUM DIMENSIONS

REQUIRED BY MANUFACTURER. STAGGER END LAPS. BONDING ADHESIVE: APPLY TO

SUBSTRATE AND UNDERSIDE OF ROOFING AT RATE REQUIRED BY MANUFACTURER, AND

ALLOW TO PARTIALLY DRY BEFORE INSTALLING ROOFING. DO NOT APPLY TO SPLICE AREA

OF ROOFING.IN ADDITION TO ADHERING, MECHANICALLY FASTEN ROOFING SECURELY AT

TERMINATIONS, PENETRATIONS, AND PERIMETERS.

17. ADHESIVE SEAM INSTALLATION: CLEAN BOTH FACES OF SPLICE AREAS, APPLY SPLICING

CEMENT, AND FIRMLY ROLL SIDE AND END LAPS OF OVERLAPPING ROOFING ACCORDING TO

MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE A WATERTIGHT SEAM

INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED EDGES OF ROOFING TERMINATION.

APPLY A CONTINUOUS BEAD OF IN-SEAM SEALANT BEFORE CLOSING SPLICE IF REQUIRED BY

ROOFING SYSTEM MANUFACTURER. TAPE SEAM INSTALLATION: CLEAN AND PRIME BOTH

FACES OF SPLICE AREAS, APPLY SPLICE TAPE, AND FIRMLY ROLL SIDE AND END LAPS OF

OVERLAPPING ROOFING ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO

ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED

EDGES OF ROOFING TERMINATIONS. REPAIR TEARS, VOIDS, AND LAPPED SEAMS IN ROOFING

THAT DO NOT COMPLY WITH REQUIREMENTS.

18. INSTALL SHEET FLASHINGS AND PREFORMED FLASHING ACCESSORIES, AND ADHERE TO

SUBSTRATES ACCORDING TO ROOFING SYSTEM MANUFACTURER'S WRITTEN

INSTRUCTIONS.APPLY BONDING ADHESIVE TO SUBSTRATE AND UNDERSIDE OF SHEET

FLASHING AT REQUIRED RATE, AND ALLOW TO PARTIALLY DRY. DO NOT APPLY TO SEAM

AREA OF FLASHING. FLASH PENETRATIONS AND FIELD-FORMED INSIDE AND OUTSIDE

CORNERS WITH CURED OR UNCURED SHEET FLASHING. CLEAN SPLICE AREAS, APPLY

SPLICING CEMENT, AND FIRMLY ROLL SIDE AND END LAPS OF OVERLAPPING SHEETS TO

ENSURE A WATERTIGHT SEAM INSTALLATION. APPLY LAP SEALANT AND SEAL EXPOSED

EDGES OF SHEET FLASHING TERMINATIONS. TERMINATE AND SEAL TOP OF SHEET

FLASHINGS AND…