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ADDENDUM 3 - 19-00727 - 96 E 2nd S - Spori Annex - Ceramic and Sculpture lab
Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Addendum #003 January 31, 2020 Project: BYU-Idaho – Spori Annex 2019 Project No: 11513 A Sculpture and Ceramics Facility for University Academics To: Contractors bidding on the Spori Annex project From: Chad Alldredge, University Architect (208) 496-2659 Architecture & Construction Management Services Fax (208) 496-2653 213 University Operations Building Rexburg, Idaho 83460-8205 Attached: 38 Drawing Sheets. Page(s): 87 including this cover page. Pages within set classified as Other include 2 Radiant Guard cut sheet pages and 2 bidder questions notes pages from Structural. This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated 27 November 2019 as noted below. Acknowledge receipt of this Addendum in the space provided in the lower part of page 2 of the Form of Proposal. Failure to do so may subject the Bidder to disqualification. I. CHANGES TO PRIOR ADDENDA: A N/A II. CHANGES TO BIDDING REQUIREMENTS: A Project Dates – clarification is given that construction at the project site cannot start until January 29, 2020. Equipment and materials submittals can proceed prior to that as it is anticipated a contract will be awarded shortly after the bid date. The project completion date is still October 31, 2020. III. CHANGES TO SPECIFICATIONS: A INDEX, 3 pages. B 03 3000 Cast-in-place Concrete, 1 page. C 03 3100 Exterior Concrete Specification, 19 pages. D 04 4860 Stone Veneer Assemblies, 8 pages. E 06 0573 Preservative Wood Treatment, 2 pages. F 06 1100 Wood Framing, 2 pages. G 06 2001 Common Finish Carpentry Requirements, 3 pages. H 06 2023 Interior Finish Carpentry, 1 page. I 06 4001 Common Architectural Woodwork Requirements, 3 pages. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu J 07 5419 Polyvinyl-Chloride Roofing PVC, 14 pages. K 07 7180 Water Repellents, 3 pages. L 07 7200 Roof Accessories, 1 page. M 12 2413 Roller Window Shades, 5 pages. N 12 3661 Simulated Stone Countertops, 1 page. IV. CHANGES TO DRAWINGS: A Civil, 4 sheets: C100, C101, C102, C103. See Bidder Questions for changes noted. B Landscape, 3 sheets: L101, L102, L103. See Bidder Questions for changes noted. C Structural, 8 sheets: SE-001, SE-002, SE-004, SE-101, SE-121, SE-521, SE-522, SS-503. See Bidder Questions for changes noted. D Architectural, 16 sheets: AE100, AE101, AE151, AE161, AE201, AE202, AE301, AE310, AE311, AE401, AE404, AE501, AE502, AE503, AE504, AE601. See Bidder Questions for changes noted. E Electrical, 7 sheets: E0.1, E2.0, E3.0, E4.0, E5.0, E5.1, E6.0. See Bidder Questions for changes noted. V. BIDDING QUESTIONS: 1. Steed Stud Framing and Delegated Design Question: 054000 Spec is calling for delegated design/stamped shop drawings. Looking through the structural drawings, it appears that they are calling out everything w/great detail and have been engineered. Please confirm if required. Answer: Steel stud framing delegated design is not required. 2. Site Concrete Specifications Question: There is not a specification for site concrete in Division 32. Section 033000 refers to Section 321313 in Division 033000. Please provide specification. Additionally, in a previous version of the specs, there was a no-numbered specification prepared by Dyer that was titled "Specifications for Civil Site Work" that was specific to this project. Please confirm that any requirements included therein have been incorporated into the project manual elsewhere. Answer: See the attached site concrete specification, nineteen (19) pages. Addendum 003. The Dyer Group has not been a part of this project in any of its phases. 3. Storm Drain Piping Size Clarification Question: On C103, there is a note just East of the island that states "Install 100' of 12" ADS..." piping and it points to piping in that is labeled as 18" SD. Please advise if this is to be 12" or 18". Answer: The note is correct it is a 12” line. 4. Storm Drain on 2nd East Question: Civil drawing C103 doesn't have any callout numbers for the Storm Line that is running up 2nd south and into the parking lot. There are notes along the storm line that says install 12" but there is also a #1 Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu bubble (retain and protect) on 2nd south at the existing manhole and then on the storm line. Please clarify if this line is all new or if some of the storm is already installed. Is all the storm highlighted in orange on sheet C103 new and needs to be installed? Answer: That entire line in 2nd will be a new storm line. There is no existing line. That #1 bubble should not be there. See the updated Civil drawings, Addendum 003. 5. 24" Storm Drain Pipe Type Clarification Question: Also just for clarification, some of the suppliers are thinking the 24" pipe at the North end of the parking lot is perforated, Please advise if this is the case or if it is solid pipe and all the water is being retained in the 24" and then being regulated back into the city storm with the storm water vault that is to be installed. Or, is this perforated pipe with rock and fabric around it? If so, please provide a detail and advise how much rock is required, what size/type of rock, how deep under the asphalt, etc. Please advise. Additionally, the 24" pipe is laid very close to each other. 24" ADS has an outside diameter of 28". Based on how it is drawn, the 24" pipes will be all but touching. The fittings on the end probably won't fit that close together. Also, if it is a drain field with rock, rock would not be able to be installed between the pipe. Please advise. Answer: It is solid pipe as we are only detaining the water on site and then releasing it into the city system. The 24” pipe will need to be spaced 36” O.C. this will allow room for the tees and pipe spacing. The south pipe will stay in the same location and then space off of that. This will result in moving the vault about 2.5’ north. See the updated Civil drawings, Addendum 003. 6. Cleanout Ports Question: Are the 4" cleanout ports on the end of the 24" storm lines just to be basically a 24" cap with a 4" cleanout coming out the end of it? Please clarify what is required. Answer: Plan on using a 24”x4” reducing tee and then capping the end. The 4” will come up for the cleanout. See the updated Civil drawings, Addendum 003. 7. 12x24 Tees Question: Just a note: the 12x24" tees are not possible to be made. The way it would have to be done is have a 12x24 reducer with a 12" tee. These tees are also quite large and probably won't fit in the area shown. Please advise. Answer: I forgot that the 12”x24” tee are 24” through with 12” teeing off and not 12” through with a 24” teeing off. Yes, please plan on a 12”x12” tee and then a 12”x24” reducer. The 24” pipe will need to be spaced 36” O.C. this will allow room for the tees and pipe spacing. This will result in moving the vault about 2.5’ north. See the updated Civil drawings, Addendum 003. 8. Water Line / Fire Line Clarifications Question: With respect to the water line, the civil drawings show a 2" service line connecting close to the fire hydrant and running into the new building. The mechanical drawings M1.0 actually shows a 2" service line and then a 4" fire line. Can you please clarify which one is correct? Answer: We will need both a fire line and a service line. We verified with mechanical that it is ok to come off that 8” line in the drive aisle on the south side of the building. We will do a 6” hot tap with valve then tee off the 2” service just before the building. See the updated Civil drawings, Addendum 003. 9. Soils Report References Question: Several notes on SE-501 say "see soils report". Additionally, several details on SE501 state to refer Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu to the soils report. The structural notes page also says no soils report has been done. Some of the notes on SE- 501 have a minimum. Should we follow those minimums? Please clarify what the requirements are and what is to be used in absence of a soils report. Answer: There is no soils report for the project. Meet or exceed the known minimums. The Owner will contract with a special inspector to observe the soils process. If concerns are brought up the Owner will invite Connect Engineering, the Civil Engineer on the project, to the site to determine a solution for mitigating the concerns with the soil. 10. Soils Engineer Question: Note 5 under Site Preparation on SE-001 states that "if no soils report provided, the contractor shall retain a soils engineer to observe the excavations and verify that the assumed soil bearing pressures can be safely obtained." Typically, the soils engineer any report is owner provided. Please advise if the owner will retain a soils engineer for these services. Answer: The Owner will contract with a special inspector to observe the soils process. If concerns are brought up the Owner will invite Connect Engineering, the Civil Engineer on the project, to the site to determine a solution for mitigating the concerns with the soil. 11. Curb & Gutter New vs Existing to Remain Question: Sheet C103 - In the middle of the new road between the new Spori Annex and the Clarke, there the old curb and gutter is shown (I think that's what it is) with note #11 stating to install curb and gutter. Down the page a little, there is a new valley gutter also shown right in the middle of the new road. Are all these notes incorrect and from old plans? Or are we doing something here? It isn't clear what is to be demo'd and what is new in comparing C103 and C100. Please clarify what is to be new C&G, what is existing to remain, etc. Answer: The most recent revised plans should show this better. All the existing curb in the drive aisle will be removed and replaced with new curb. The valley gutter will be removed and replaced in a new location. See the updated Civil drawings, Addendum 003. 12. SD CB # 2 Elevations Question: The grate and invert elevations are incorrect. Please provide correct elevations. Answer: Grate: 4886.67, N Inv out: 4881.00. 13. C100 -Existing Steam and Condensate Question: Note 3 shows the existing steam and condensate and it stops and does not go to a vault. Please show where this line is to be removed from (which vault). Answer: I apologize for that. We were going to have that being removed in the previous demo plan so that layer was frozen. There is a note on sheet C100 that calls out the existing steam vault and then can be seen on sheets C102-C103. That line runs from that vault up to about the east side of the new proposed Spori Annex building. It runs close to that gas line that is shown. There is approximately 280’ of line. The attached revised plans show the existing line. Addendum 003. 14. Road Base Clarifications Question: Spec 31 1123-4 - 2.1.A.3 - All road base under interior and exterior concrete is spec'd for ¾" minus state spec road base. In this paragraph it shows 1.5" road base to be used under all asphalt. This is not typical and is not cost effective unless it is specifically wanted by the owner. Is this spec correct or should we stick to Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu the civil plans which show ¾ road base under all asphalt? Answer: Yes, the 3/4” road base is correct, NOT the 1.5”. 15. Rigid Insulation under snowmelt Question: Typically, rigid insulation is installed under concrete stairs/sidewalks that receive snowmelt. There are not any details showing insulation at these locations. Please advise. Answer: Install RadiantGUARD, Reflex-Air, White Poly/Double Bubble/Reflective insulation beneath all exterior concrete stair and sidewalk areas to receive a hydronic heat snowmelt system. See the two (2) attached cut sheets. Addendum 003. 16. Existing Steam and Condensate Line Demo Question: C100 does not show the existing steam and condensate line (Note 3) going to the vault. Please show the line running all the way to the vault so the earthwork bidders will estimate the correct quantity of demo. Answer: I apologize for that. We were going to have that being removed in the previous demo plan so that layer was frozen. There is a note on sheet C100 that calls out the existing steam vault and then can be seen on sheets C102-C103. That line runs from that vault up to about the east side of the new proposed Spori Annex building. It runs close to that gas line that is shown. There is approximately 280’ of line. The attached revised plans show the existing line, Addendum 003. 17. Change to Sub Base Course in C102 Question: Addendum 01 reissued Sheet C102 and the paving section was changed for the sub base course from 10" to 24". However, in the language on the cover sheet, this change was not mentioned. Please confirm we are to bid using the new 24" section. Answer: The sub-base course beneath asphalt has been changed from 10” to 24”. Bid using the new 24” section. See the updated Civil drawings, Addendum 003. 18. Roller Shade Clarifications Question: Note 65 on sheets AE402, 403, 404 state that the roller shades are to be powered by an electric motor - the spec calls for manually operated. The electrical drawings do not appear to call for power for roller shades. Please advise. Answer: Roller shades will be electronically controlled. Electric roller shade locations can be seen on sheet AE151. Please install the shades as close to windows as possible without interference with the window and per manufacturer’s recommendation. Install recessed within acoustic ceilings and recessed within gypsum board window head at ribbon windows. Match color to ceiling, soffit, or window system as appropriate per location. See details 3 & 4, Sheet AE151, Addendum 003. 19. Whiteboards Question: Note #70 on sheets AE141, 402, 403, 404 state that the Whiteboards are Owner provided and Owner installed - the spec calls for the Contractor. Please advise if these are to be owner provided/installed or contractor provided/installed. Answer: Whiteboards will be Owner provided and installed. 20. Roofing Questions / Clarifications Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Question: 1. Is a 3-Coat Painting System on the metal roofing, flashing, trim, wall panels, etc.. desired by the Owner? A 2-coat is standard and does cover the 20 yr warranties - also a 2 coat system does include primer, paint and clear coat - a 3-coat would double up on ether the paint or clear coat - the 3-coat system is available but at a much higher cost and a longer lead time on the schedule. 2. The spec calls for Roof Panels, Wall Panels, and Soffit Panels all with different manufacturers but with matching colors. Can this be changed to all the manufactures to do all items that way the color would match and a possible cost savings? Otherwise, we can't guarantee the colors will be an exact match. 3. The standing seam roof panels are called out to be 0.040 in thick, which equates to be 20 ga. 24ga is standard with a possibility of 22ga but 20ga is not available. Please advise. 4. Please show any walkway mats to be installed on the membrane roof on the roof plan. 5. The PVC Roofing spec shows the Dens Deck at ½" and the drawings show it as 5/8". The 1/2" is what is typically used and 5/8" is considerably more expensive with minimal benefit. Answer: 1. A 2-coat painting system for the metal roofing, flashing, trim, wall panels is acceptable. 2. The roof, wall, and soffit panels can be from the same manufacturer. A primary concern is to have the color (XL 9967 Pewter (Valspar# 439ZZ203 is the current choice) match throughout the facility along with the quality of the material and finish. The desire is to have the curtainwall or and/or curtainwall and storefront system, spandrel color, paint on hollow metal door frames, the mechanical enclosure wall cap, parapet wall cap, chimney cap, standing seam metal roofing, fascia, soffit, wall metal, the metal above the entry’s and Office, Foundry, and Clay Storage areas ribbon windows, as well as the metal ceiling in the Entry Vestibules and the broken system in the foyer to all match in color. Manufacturer is less of a concern. 3. The standing seam metal roof thickness can be 22 gauge. 4. The area for the walkway mats to be installed on the roof membrane are shown on sheet AE161 and called out with keyed note 112. The walkway mats come out a minimum of 3’-0” from the east and west clearstory walls and fill the entire area bounded by the dashed lines between the clearstories. In addition, install a minimum size 3’-0” by 3’-0” pad at each roof mounted exhaust fan. The pad should be located at the side of the fan curb nearest the north/south center line of the building, a minimum of three feet deep and as wide as the width of the fan curb, but not less than 3’-0” wide. 5. The 1/2” Dens Deck is acceptable. 21. Coordination Between Civil and Mechanical Site Plan Question: M1.0 shows roof drain lines coming out the North side of the building. However, the civil drawings do have any provisions for these to connect to. Please incorporate any connections from the plumbing contractor to the earthwork contractor into the civil drawings. Answer: Roof drain lines will go out of the North side of the building and tie into the new stormwater retention system. The attached plans in Addendum 003 will show this change. 22. Gas Line at Clarke Question: Note 12/C103 states to install gas meter per Intermountain Gas guidelines. It is our understanding there is a meter installed and that we are to tee off after the meter and run the gas line to the Spori Annex. This is how it is shown on C103. Please advise. Answer: That is correct. We need to come off the gas line after the meter. There is no need to add a new meter, as it will be provided and installed by the gas company in the Spring prior to the gas for the building being run from the meter to the building. 23. Site Signage Question: Sheet C103 does not show any signage such as stop signs, handicap parking etc. Is any required? If so, please identify and locate on drawings. Answer: Exterior signage for the building, including one (1) stop sign at the parking lot exit driveway, one (1) Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu parking designation sign at the parking lot entry driveway, and four (4) ADA parking signs at the ADA parking stalls, will be Owner provided and installed in the appropriate locations within the landscape planter beds during rough grading prior to the final grading and landscape plantings being installed. Please notify Owners sign shop representative Darrell Holm (208) 709-7558 when the appropriate time to install has arrived. 24. Roof Openings Question: D1/SE-521 shows structure supports for roof penetrations. These are not dimensioned and are not shown on the roof framing plan so we are unsure what the size and quantities are needed to be bid. Answer: See the Mechanical Roof Plan, Sheet M1.3, and Waste and Vent Riser Diagram, Sheet P1.0, to help determine the location and quantities of roof penetrations pertaining to Detail D1, Sheet SE-521. See updated Sheet AE161, Addendum 003. 25. Slab-on-Deck Concrete Question: There are details on SS-503 that show slab-on-deck concrete. Where does this occur? Is this supposed to be light-weight concrete? Is there a mix design? Answer: There is no slab-on-deck concrete in the project. 26. Acoustical Plank Panels Question: Section 09 5113 2.4 for an NRC of 0.95. USG does not make a panel with an NRC of 0.95. The highest rating is 0.90. We can use USG Mars # 89137 2'x4'x1" square edge with an NRC of 0.90, CAC of 30, LR of 0.90. Please provide a specific tile number because there are a lot of options and they price can vary greatly. Answer: In short, the NRC of 0.90 is acceptable. The long of it is that I am not sure if or where the Acoustical Plank Panels product under 2.4 is located. I think that it should have been removed from the specification. Under Acoustic Panel Ceilings, 09 5113, 2.3 it calls for USG Corporation “Radar Basic, 2110” with an NRC or 0.55 minimum. That ceiling system is intended for Office 100, Office 105, and the locker alcoves east and west off of Hallway 1-D. The Acoustic Metal Pan Ceilings, 09 5133, 2.3, Armstrong World Industries, “Metalworks Torsion Spring, 7210M16” system, in 2.3 K, has a BioAcoustic Infill Panel with an NRC or 0.70 that is for the Foyer 1-B area. I don’t see a place in the plans where that product is referenced. 27. T-Grid for Mars Panel Ceilings Question: Is the intent for us to hang grid throughout all the spaces that receive the Mars panels? It is unclear what is wanted here. Answer: It is intended that the USG Corporation “Radar Basic, 2110” ceiling system be installed in Office 100, Office 105, and the locker alcoves east and west off of Hallway 1-D and have grid and panels wall to wall. It is intended that the ceiling system within Vestibule 1-A and Vestibule 1-C be wall to wall and of the same material as that on the exterior of the building entry’s. We thought that was an Armstrong product, but were wrong unless it becomes Armstrong, Metalworks Vector. The look that we want from the outside is linear with vertical lines that run down the face of the entry from the roof down and rolling under the canopy and into the building. Those lines will align with the ceiling lines inside the building. The look that we imagined was of an upside down standing seam metal roof with seams at 12” on center, but the product that we currently have in the drawings calls for a 1” insulated metal panel. We don’t know what the most reasonable option is. The ceiling in the Foyer was planned to be Armstrong, Metalworks Torsion Spring, 7210M16, but we were told that it would have to be another system such as Metalworks Vector in order to be sloped. Vector is interior and exterior rated, so the thought of running it outdoors has occurred. The vertical side walls of the entry canopy would have to be a different product like the 1” insulated panel. The most likely Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu system right now seems to be Centria, Formawall. Centria Formawall gives clean architectural lines like we want and I believe can be installed horizontally on a ceiling or vertically on a wall. The look that we want for the metal above the ribbon windows is with vertical joints aligned with the center of window mullions below, so the metal is divided into three panels above the ribbon of three window panes. The insulated metal panels on the sides of the north alcove between the curtain wall windows is insulated metal panels as well. The skylight is mostly break metal, but it could be insulated panels as well if it made sense. The bottom of the exterior entry ceiling would be the same Armstrong, Vector material only solid painted metal rather than grained laminate panels in Natural Maple with MicroPerforated M17 or M19 holes with acoustic panel above as planned for the Foyer. If we did the same standing seam metal as at the Raku Kiln Area roof only inverted, we would have to make sure that it wouldn’t be problematic at keeping the elements out. The side walls of the entry roof protrusions would not be standing seam, the joints would be oriented vertically. It is intended that the grid system in Foyer 1-B be wall to wall at the locations near entry Vestibule 1-A and Vestibule 1-C but break up as indicated on AE151 as it flows up and toward the buildings center. The darkened areas indicate Acoustic Metal Pan Ceiling. It is intended that the dark areas where there is ceiling panel against ceiling panel be continuous grid and grained laminate panels in Natural Maple with MicroPerforated M17 or M19 holes, with acoustic panel above and all of the open areas in white or any other perimeter of the dark areas be Armstrong World Industries, 2-inch Axiom Classic Straight Trim Channel to hide the acoustic panel above as well as give some perceived thickness to the ceiling system and a clean, attractive perimeter edge. The color is intended to match the exterior metal soffit color. The BYUI Shops prefer the USG grid as it is readily available to them for repairs and has some use characteristics that they like as well. If the USG grid can be used with the Armstrong panels and edge that would be great or if USG has a similar edge, perforated metal pan, and acoustic panel system, that may be approved as well. 28. Metal Soffits Material Question: AE151 calls for Armstrong soffits and the specs in 07 4213 call for Firestone or approved equal. Are supposed to bid Armstrong or Firestone or any product? It would be nice if we could provide all metal from the same manufacturer so the colors are identical and we only have to manage one supplier. Answer: The Armstrong reference on AE151 in Keynote #132 is in reference to the broken ceiling plane within the foyer. The Firestone reference in Section 07 4213 of the specification is regarding the soffit metal at the exterior of the building. It will be fine to get all the metal from the same manufacturer if that is helpful to you. Currently it is all a custom color XL 9967 Pewter, Valspar# 439ZZ203. 29. Lumber at Roofs Question: Does the 2x6 shown on the roof details on AE161 need to be pressure treated or is standard lumber acceptable? Answer: Pressure treated lumber is acceptable. See specification Section 06 0573, Preservative Wood Treatment, 2 Pages, and Sheet AE311. Addendum 003. 30. Framing at Soffits Question: 2/AE301 is the only detail I can find of the soffits at the entrances on the east and west sides. Nothing is labeled and there is no close-up detail showing how this is built. Is is supposed to be steel studs? If so, what gauge and spacing? Answer: Steel studs, see updated Detail 10, Sheet SS503, Addendum 003. 31. Travertine Attachment Question: How are we to adhere the travertine shown on AE310? I have not been able to find in the specs anything about this. Normally, there is an attachment detail that has been engineered for the application. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Answer: Travertine connection details, hardware, etc. to be provided by travertine supplier. Supplier to be responsible for erection of travertine. 32. Locations of Tyvek Question: AE101 shows Tyvek on some of the wall types. The wall sections on AE311 do not show any. Is the intent for all exterior walls to have Tyvek? Answer: The intent is for all the exterior walls of the building to have Tyvek building wrap. 33. Roofing Note Clarification Question: Note 80 on AE301 indicates metal soffit panel and references AE141. It appears this reference is incorrect. Please provide correct reference. Answer: The reference to AE141 is incorrect. Detail 6, Sheet AE311 is the proper reference. The updated drawing is within Addendum 003. 34. Metal Panel Clarification Question: Please clarify - are Note 80 (metal panel soffit) and note 77 (2" insulated metal wall panel) on pages AE 201 and AE202 respectively the same product? There don't appear to be different panels in the specifications. Answer: They are both insulated metal panels from the same manufacturer, the only difference being the thickness. 35. Panel Material Clarification Question: On AE101, wall types A-4 & A-5 call for an aluminum veneer panel. We haven't been able to locate an aluminum veneer panel. Please provide the applicable specification. Answer: Centria, Formawall Dimension Series. 36. Metal Panel Clarifications Question: Is 22g steel base material acceptable in lieu of the .040 aluminum base material for the soffit panels (Section 074213.53) and the standing seam roofing (Section 074113.16)? Answer: Aluminum only. 37. Roofing Insulation Questions Question: Section 075419 calls out fiberglass matt insulation while the plan notes call out paperback insulation 6" thick. Which product is desired? Please also provide what R-Value needs to be achieved with this 6" insulation. Answer: See the attached specification Section 07 5419, Polyvinyl-Chloride Roofing PVC, 14 Pages, to replace the previous. FM Global requirements as applicable to the revised specification still apply. Addendum 003. Per IECC 2015, Table C402.1.3, Climate Zone 6, for insulation entirely above the roof deck, we are required to have a continuous insulation R-value of R-30. If intended use is longer than 10 years Polyiso rigid insulation is valued at R-5.5 per inch, which gives this application a minimum R-value of R-33 and significantly more in the built-up areas. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu 38. Roof Hatch Spec Clarification Question: Spec Section 077200 2.4 G for the roof hatch hardware calls for a remote control ( this is not a common item). Please advise if a remote control for the roof access hatch is desired? Answer: Remote-control operation is not desired. Removed from specification section 07 7200, 2.4 G, page 5. See the attached revised replacement to specification Section 07 7200, Page 5. Addendum 003. 39. Site Concrete Clarifications Question: The plans call for 4" sidewalk and provide no reinforcing requirements. At BYU-I, the sidewalk has always been 6" for standard sidewalk and 8" for fire lanes. Please advise if all sidewalk is to in fact be 4". Also, provide any reinforcing requirements. Answer: Standard sidewalks shall be 6” thick and have #4 rebar centered in thickness and located at 2’-0” on center both directions. Support rebar on concrete dobies not more than 6’-0” on center. Dowel into existing concrete. See the attached exterior concrete specification, nineteen (19) pages. Addendum 003. 40. Slab-on-Grade Fiber Question: Section 03 3000 2.11 call for micro-fiber in the slab on grade concrete. Is this in lieu of rebar? Please clarify the reinforcing requirements for the slab on grade concrete. Answer: The micro-fiber is not in lieu of rebar. Standard sidewalks shall have #4 rebar centered in the slabs thickness and located at 2’-0” on center both directions. Support rebar on concrete dobies not more than 6’- 0” on center. Dowel into existing concrete. See that attached revised specification Section 03 3000, Page 8 for micro-fiber revision. Addendum 003. 41. Roofing Question: The spec is asking for an FM Global Class 1 internal fire, UL class A external fire, 90 psf tested assembly (FM 1A-90). The vapor barrier that is specified (Sarnafil SA 31) is not class 1 compliant. The compliant vapor barrier in this system would be the Sarnavap 5000 E SA FR. Spec language is below (pg 6, section 2.3): Sarnavap 5000 E SA FR: 15 mil reinforced composite aluminium foil with a self-adhesive SBS modified bitumen backing and removable plastic release liner designed for FM Class 1 compliance when applied directly over a steel deck. Question: The specification asks for a 20 year warranty. Past recent work at the university has been specified with 30 year warranties. Please confirm desired warranty term of 20 or 30 years. If 30 years, spec will need to be revised to 80 mil thick membrane. Question: The warranty does not call out a wind speed. Recent work at the university was specified with a 74 mph wind speed warranty. Question: the details are calling out standard iso facer but the spec is asking for a coated glass facer on the insulation. Difference in cost is roughly 20% (add for the coated glass) and both would be approved for either 20 or 30 year warranties. Please clarify standard facer or coated glass. Question: the spec is asking for a solvent based adhesive for cold weather and water based for warm weather. Would the university approve using the Sarnafil self adhered G410 sheet? It has FM Global testing, is VOC free, installs very quickly, and can be installed in temps down to 20 F (no primer or adhesive required). Answer: See the attached specification Section 07 5419, Polyvinyl-Chloride Roofing PVC, 14 Pages, to replace the previous. FM Global requirements as applicable to the revised specification still apply. Addendum 003. 42. Electrical Question: Have a question regarding the Automatic Transfer Switch called out on drawing E6.0 One-Line Detail. Assuming we as the electrician are to provide this, but there is no info offered for what manufacture or Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu size? Didn't see anything in the drawing notes or in the specs, so is there any way we can get some additional detail for this equipment so we know what to quote out? Answer: See revised drawing E6.0 for transfer switch information. Addendum 003. 43. Woodwork Question: We can't find anything specifying hardware for the display cabinets. Can we ask for you to specify the hardware for those. Answer: The display cabinet hardware will be PPHO151CH CRL Polished Chrome Prima #1 Pin 01 Series top or bottom mount hinge, PPHO152CH CRL Polished Chrome Prima #2 Pin 01 Series top or bottom mount hinge, and LK342KA CRL Chrome Lock for 3/8 inch Glass Door - Keyed Alike. The finish on the lock vs the hinges are not written the same and that causes some concern that they may not appear the same. Please provide samples of the Polish Chrome, Satin Chrome, Brushed Satin Chrome, Polished Nickel, and Brushed Nickel. The desire is to not only have the hinges and locks match, but to have their finish match that of the adjacent classroom door hardware. I could not find a lock that had as many finish options as the hinges though. If one can be found, that would be great. Also, there is a change to the tempered glass door thickness from 1/4 inch to 3/8 inch. It is still 1/2 inch tempered glass at the side walls. See the revised details 2, Sheet AE501, Addendum 003. 44. Metal Drop Ceiling Question: Question for you in regards to the RCP for the BYU-Idaho project. On the North end of the building where the keynote 132 is indicated for the perforated metal drop in ceilings it appears not be fully drawn in since this system requires the acoustical grid ceiling installed to put in these ceiling tiles. This is just an unusual way to be drawn for a ceiling tile, so just trying to understand the intent here. Thanks for your help sir. Answer: The ceiling system for Keynote 132 is fully drawn in. It is intended that the grid system in Foyer 1-B be wall to wall at the locations near entry Vestibule 1-A and Vestibule 1-C but break up as indicated on Sheet AE151 as it flows up from the vestibule door head toward the skylights at the buildings north/south center line. The 24”x48” shaded areas indicate areas to receive Armstrong World Industries, “Metalworks Torsion Spring, 7210M16” Acoustic Metal Pan Ceiling, as indicated within specification section 09 5133, 2.3. The white areas surrounded by and around the perimeter of the shaded areas are open to the painted steel b-deck above. The transition between the shaded and white areas are bordered by Armstrong World Industries, 2- inch Axiom Classic Straight Trim Channel. The trim channel is there to hide the acoustic panel above the metal pan as well as give some perceived thickness to the ceiling system and a clean and attractive perimeter edge. The color (XL 9967 Pewter, Valspar# 439ZZ203 is the current choice) is intended to match the exterior metal soffit color and curtain wall system. The grid between shaded areas will be standard grid. The BYUI Shops prefer to use USG grid as it is readily available to them for repairs and has some use characteristics that they like as well. If the USG grid can be used with the Armstrong panels and trim channel that would be great or if USG has a similar trim channel, perforated metal pan, and acoustic panel system, that may be approved as well. 45. Missing Detail References on SE-121 Question: SE-121 has a number of detail cuts but there are no reference detail/sheet numbers given in the detail reference. Please provide. Answer: See updated Sheet SE-121, Addendum 003. 46. Steel Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Question: 1. No top of steel elevations anywhere. These are critical when detailing steel. Answer: See updated Sheet SE-121, Addendum 003. 47. Steel Question: 2. Base plates don't make sense. BP11 seems to be a canned detail and you have interior columns which will have square base plates and at the corners of building they will be a square with a cutout probably about 10 and ½" square. Are 55 Grade anchor bolts really needed? Answer: BP-11, Base plates at exterior foundation wall piers of building shall be type C plates and interior BP-11 base plates shall be type B plates. 55 grade bolts are required. 48. Steel Question: 3. Top of piers need clarified so columns can be accurately located on top of concrete. Answer: The concrete piers shall be centered below steel columns and footings shall be centered below columns unless noted otherwise. See the details for elevations where the columns bear on piers and the plan where columns bear on footings. Addendum 003. 49. Steel Question: 4. No sections cut through the W21 x 57 beams on the wings. Figure we need a bent plate of some type but not sure what the legs will be. Answer: See updated Sheet SE-121, Addendum 003. 50. Steel Question: 5. Perimeter deck angles will be needed along grids 1 and 6. Will figure a bent plate of some type, correct? Answer: See updated Sheet SE-121, Addendum 003. 51. Steel Question: 6. Bottom of roof framing drawing has a MW-10A masonry wall and shear walls. Will probably need an angle bolted to the wall and along top of shear wall to support deck correct? Answer: See note 8 on the roof framing plan SE-121, Addendum 003. 52. Steel Question: 7. A4 & A5/SE-521 the ¼" bent plate with stiffeners seems to be called out wrong. This will be a 2 ½" x 2 ½" x ¼" angle which is the same height as joist bearing seat height and per note 5 above will need a bent plate. Correct? Answer: See updated Sheet SE-521, Addendum 003. 53. Steel Question: 8. The Clear-story has sections missing. Per discussions with engineer we can make these into shop fabricated frames with full penetration welds from column to beams. Normally these connections need an Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu internal plate at the bottom of tube to constitute moment but engineer says that is not needed. There is no bent plate at top of these clear-story tubes per architectural section so the roof is directly above and he does not show any roof deck between the tube and the roof, unusual but probably works. Answer: See updated Sheet SE-121, Addendum 003. 54. Roofing Question: Is there any way of getting either GAF or Versico PVC Membrane's approved for this project as we are not Sarnafil Applicators. Let me know, we would be interested in bidding this project. Thanks, Answer: No, Sarnafil is the only approved PVC membrane. 55. Tectum Panel Questions Question: Please provide a specification for the Tectum panels that identifies the specific product and color. Answer: The Armstrong representative said that there is not an item number for the specified product and that it should describe it as follows. The product is “Armstrong, TECTUM Direct-Attach Ceiling and Wall Panels. The panels will be 24” wide by 48” long by 2” thick with the exposed Long Edges Beveled/Short Edges Beveled.” The panels can be ordered in Natural (TNA), White (TWH) or a custom color, per Contractors direction and discretion. The finished product shall have the exposed face and side edges of the panels painted gray (XL 9967 Pewter (Valspar# 439ZZ203 is the current choice, verify color with Architect prior to painting) to match the exposed metal on the building. The Contractor shall decide whether the gray color is painted at the factory as a custom color or in the field by their paint subcontractor. The panels shall be directly attached to the bottom side of the painted steel roof b-deck above. The panel fasteners shall be evenly and consistently spaced in from each of the four panel corners, midway down the long side, and consistently throughout all panels. The panel fasteners shall be per the manufacturers recommendation and painted to match the panels. 56. Location of Existing Steam and Condensate Lines vs New Question: The new steam and condensate lines from the Spori Vault to the new building follow a different path that the existing lines that used to service the Kirkham that will be removed. Can the new lines be placed in the same trench as the old lines once they are removed up to the point that they need to turn into the new building? Doing to would likely dramatically reduce the amount of rock excavation needed. Answer: Yes, the new steam and condensate lines from the Spori Vault to the new building can be installed following the same path/trench that the old steam and condensate lines are removed from up to the point that they need to turn into the new building. 57. Site Lighting to be Removed Question: Note 13/E.01 calls for the EC to "rework existing circuit to the three existing lights on the east side of the Clarke Building and make all required connections". There is no information on the plans showing how this is currently circuited so we know what will be required. Please provide the circuiting. Answer: This has been clarified see revised sheet E0.1, Addendum 003. 58. Water Repellant for Masonry Question: There does not appear to be any water repellant called for in the specifications for the brick veneer. Please confirm if this is required. If so, please provide a specification. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Answer: Yes, water repellent for the brick veneer is required. See the attached specification Section 07 7180, Water Repellents, Pages 3, Addendum 003. 59. Metal Pan Ceiling Questions Question: 1. Keynote 132 on AE151 is confusing. It notes areas w/ continuous grid to have exposed grid but if area is left open to have trim. If it gets trim then no grid would be exposed. If grid was to be exposed then it would require 360 degree painted grid which is quite expensive. Is there any way they could mark up the ceiling to show where they want mains/tees and trim? This way everyone is apples to apples. 2. Metal panel ceiling spec 2.3H notes to provide from manufacturers full range but also notes to match exterior metal windows, door frames, soffit, and fascia Interior choices are Satin Anodized, Lacquer Mill and Brushalume. If these colors are not acceptable then there are custom colors available which are significantly higher. With a color not chosen then that leaves us pricing the custom colors to cover ourselves. Is it possible for the spec to be changed to "Standard Colors"? 3. Metal Pan Ceiling Spec 2.6 calls for 2" axiom. The metal pan torsion spring is 1 1/2' tall and the suspension system is 1 1/2-1 15/16" tall, Torson Spring sits below suspension. This is a minimum of 3" now. Please advise if #7147 Standard Torsion Spring Bulkhead is to be used vs. 2" axiom. Answer: 1. Refer to the answer to question #44 for general understanding of the design intent. Trim is at the perimeter between shaded areas and white areas. Mains and tees are between the 24”x48” shaded areas, with the mains running east/west or from the entry doors, up toward the midline of the building or skylight. 2. It is not possible to change the specification to standard colors at this time. The exterior metal color is unknown at this time (XL 9967 Pewter (Valspar# 439ZZ203 is the current choice) and samples of the proposed standard colors listed have not been submitted to verify if they would be acceptable. Custom colors are the safest bet for the time being. 3. I do not know enough about the proper application of the systems to know if using the 2” Axiom or changing to the Standard Torsion Spring Bulkhead #7147 will be the best thing to do. From the general details, it looks like either of them will work. We are looking for a thin profile for the face of the trim and thus the 2” was selected, but if we have to go to 4” that will be okay. It did not appear from the Axiom installation details that there would be a portion of the system protruding above the 2” Axiom. If it does, that would likely not be desirable. After speaking with an Armstrong representative, I was informed that Metalworks Torsion Spring, 7210M16” Acoustic Metal Pan Ceiling is not rated for installation at an incline and using the Metalworks Vector was recommended. I have not had a chance to research that system yet, but prior to receiving that information we had decided to use a wood grained panel, likely the Laminates Natural Maple with MicroPerforated M17, or M19 holes. 60. Keynote 126 AE401 - Urinal Screen? Question: What is Keynote 126 / AE401 referring to? Is this the urinal screen? I don't understand what they are talking about routing for a notch, and not stopping and restarting, routing etc. Gan they give us a detail to show the intent? Answer: Keynote 126 on Sheet AE401 refers to the ‘U’ shaped aluminum wall track that the bathroom stall partition uses to attach the partition to the bathroom wall. The bathroom wall tile has an accent trim band that the ‘U’ shaped aluminum wall track will pass over. The accent trim band tile is thicker than the general wall tile, so the finished face of the accent trim band will stand proud of the finished face of the general wall tile. We do NOT want the ‘U’ shaped aluminum wall track to stop at the bottom of the accent tile trim band and restart at the top of it. We want the ‘U’ shaped aluminum wall track to be continuous. So, at the location of the accent trim band tile the bottom side of the ‘U’ shaped aluminum wall track should be routed out to notch around the face of the tile and accommodate clearing the accent trim band tile by 1/8” to 1/4", but consistent at the tile face, and top, and bottom edges without breaking the continuity of the ‘U’ shaped aluminum wall track. The routed notch should have rounded inside corners and eased edges so they are not sharp, and a clean (factory milled) finished look. Basically, route out an elongated flat bottom ‘U’ shape into the wall track to accommodate its passing over the accent trim band tile. Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu 61. Ladder Access to Roof Question: Note 64 references a 20" ladder access to roof. Is the intent of this note to provide a ladder to access the roof or an access panel? If it is a ladder, we need a drawing showing what the ladder is, size, distance between rungs, materials etc. Answer: See updated Details 7 & 8 on Sheet AE504, Addendum 003. 62. Monument Sign Questions Question: There are no dimensions or sizes and associated reinforcing for the footings / stem walls / masonry on the monument sign. Please advise. Answer: Footing width minimum 5'-0". Footing thickness 12" minimum. Reinforce with #5 at 12"o.c. each way in bottom of footing. 8" walls shall be reinforced with #5 at 12"o.c. each way. Masonry walls shall be grouted solid and reinforced with #5 at 24"o.c. vertically and (2) #4 at 48"o.c. horizontally. Grout between masonry walls. 63. Monument Signage Question: 2/AE100 shows a BYU-I sign on the travertine veneer. Will this BYU-I sign be owner provided and installed? Answer: The BYUI sign will be Contractor provided and installed. It will be 3/8” 6061 aluminum with 1/4” rounded corners, 1/16” eased edges, 7/16” holes centered at each corner four and one half inches (4.5”) in from each side to accommodate a Gyford Standoff System. Sign plate shall be anodized aluminum with BYUI logo etched into the surface. Polish and otherwise prepare the surfaces of the sign to accept smooth, clean, and consistent anodizing color prior to anodizing. Verify anodization color with Owner prior to ordering as well as request a high resolution logo image from Owner prior to and for use in etching. All exposed Gyford Standoff System parts shall have an anodized finish and color to match the signs finish and color. Gyford standoff assembly has SO-202R Barrels with SO-CAP22R Standard Caps and 1-1/4” long threaded studs. Other hardware as necessary. Rather than using the combination screw and nylon anchor or 5/16”-18 all thread by Gyford, use 1/2”-20 all thread installed through the one inch (1”) travertine, one inch (1”) air space, and three inches (3”) into the concrete behind and Hilti anchored into place for a secure attachment. Tap and thread one inch (1”) into one end of each SO-202R Barrel to accept the 1/2”-20 all thread. 64. Monument Sign Concrete Planter Wall Question: Please clarify what type of concrete finish is desired for the concrete planter wall. What type of formwork is to be used and how is the surface area intended to be finished? Answer: The concrete to be exposed when finished shall be formed using new, smooth forms, vibrate concrete during pour to evacuate air bubble voids, sac rub finish any remaining voids, one inch (1”) deep tapered recessed snap tie holes, evenly spaced within field and equal distance from the edges. Ease all horizontal and vertical concrete edges to remain exposed with 3/4” chamfer. Three, four inch (4”) minimum weep holes at the bottom of the long side of the planter wall, just above the footing, equally spaced, one near each end by the short side walls and one mid-way along the long wall. Two, six inch (6”) holes, one at each of the short side planter walls, located midway horizontally in the short wall. Place the middle of hole twelve inches (12”) below the finished grade. See updated attached sheet AE504 in Addendum 003. 65. Walk-Off Carpet Question: Sheet AE141 shows a walk-off carpet in the entrance vestibules. The only Carpet spec is Section 09 6813 and it does not appear this is the product for the entrance vestibules. Will the walk-off carpet be Owner Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Provided / Installed? Does it require a recessed slab? If it is to be provided by the contractor please provide a specification. Answer: The walk off carpet within Vestibule 1-A and Vestibule 1-C will be Owner provided and Owner installed. The concrete slab does not need to be recessed to accommodate the walk-off carpet tile. A transition strip will be used to transition from the walk-off carpet tile to concrete at the interior vestibule doors. Contractor will still provide and install the vinyl base within the vestibules. 66. Note 57 / AE502 Question: Note 57 as shown on 4/AE502 appears to be the incorrect note. Please advise. Answer: I do not see a Keynote 57 on Sheet AE502 and no reference to one at Detail 4/AE502 or on Sheets AE501 through AE504. Please clarify the note and location. 67. Shelving Question Question: Note 98/AE404 calls for adjustable shelving but does not note if this is to be Owner Provided/Installed or Contractor Provided/Installed. Please advise. Answer: The adjustable wall mounted shelving in Keynote 98, Sheet AE404 will be Owner provided and Owner installed. All of the wall mounted shelving will be Owner provided and Owner installed. 68. Keynote 90 on 4/AE404 Question: Please see elevation B on 4/AE404. The note appears to be incorrect. Please advise. Answer: Note has been revised, see the attached revised Detail 4B, Sheet AE404. 69. Snowmelt Piping Conflict Question: M1.0 (Keynote 2) shows snowmelt piping running under the slab of the ice banks. We will either need an alternate location or we will need to remove a portion of the slab. Removing and replacing the slab would be a good way to go that will also simplify the process of excavating and placing the footings that go slightly under the slab so we don't undermine the slab. Please advise. Answer: Removing and replacing all or a portion of the ice banks concrete slab is acceptable. If only a portion of the existing concrete slab is removed, place dowels at 2’-0” on center from the new to the existing, provide a #4 rebar grid centered in slab thickness and located at 2’-0” on center each way, and match the depth of the new portion of slab with the old. If an entirely new slab is installed, it shall have #4 rebar centered within the slabs 6” thickness and located at 2’-0” on center both directions. Support rebar on concrete dobies not more than 6’-0” on center. 70. Woodwork Question: 1. In Spec Section 123661 under Related Requirements (1.2B) there is a reference to another spec section: 123640 "Stone Countertop". This referenced spec section is not found in the spec book. Answer: There are no “Stone Countertops” in the project. See the attached revised specification Section 12 3661, Page 1. 71. Woodwork Question: 2. Spec Section 062032 - Window Sills calls for ¾" solid surface material. Solid surface material does Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu not come in ¾" thickness. Typically, Johnson Brothers will provide ½" window sills with a ½" build down. Another option would be to use quartz instead of solid surface because you can get quartz in ¾" thickness. Answer: 1/2-inch (13-mm) thick, solid surface material with a 1/2-inch (13-mm) thick build down at the outside edge for the appearance of an overall 1-inch (25 mm) thick window sill. Solid Surface, Wilsonart, Midnight Melange 9091ML (3). See the attached revised specification Section 06 2023, Page 2. 72. woodwork Question: 1. Please provide a material callout for the restroom countertops. Answer: See Detail 5, Sheet AE501. Solid Surface, Wilsonart, Flint Rock 9207CS. The same solid surface material will be installed on the counter top for the Clay Bench between the pottery wheels, see Detail 1, Sheet AE501, and on the Cubby System, see Detail 7, Sheet AE503. 73. Woodwork Question: 2. Sheet AE402, Keynote 115 calls for "Coat hangers mounted @ 5'6" A.F.F. - CPCI". Please provide more information on these coat hangers. Material, basis for design, etc. Answer: See Details 8A & 8B, Sheet AE503 and attached specification Section 06 2001, Common Finish Carpentry Requirements. Coat racks will be Owner provided and Owner installed. 74. Woodwork Question: 3. Sheet AE501, elevation 3A calls for ¾" plastic laminate edge banding. This type of edge banding can become damaged quite easily and is impossible to fix once damaged. We would recommend a more durable PVC banding. (This same recommendation applies to all instances where this ¾" plastic laminate edge banding is called out). Answer: Provide PVC edge banding at all instances where 3/4 inch plastic laminate edge banding is called out. PVC edge banding to be selected from manufacturers full range of colors. Additional Clarification A. Civil I have another point of clarification that was asked by a contractor regarding the storm line in the drive isle south of the Spori Annex. The 12” STM line shown on the plans is the existing storm line. This line will be protected from the EX SD MH1 that the valley gutter runs to all the way north to EX SD MH #2. The line that tees off and goes north to the catch basin in the existing curb will be removed and capped. That existing catch basin that shows up right in the middle of the sidewalk will be removed as well. The attached revised plans show this change. End of Addendum #003 Issued by: Chad Alldredge BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 TABLE OF CONTENTS Facility Construction Subgroup DIVISION 02 – EXISTING CONDITIONS 02 0000 EXISTING CONDITIONS 02 4119 SELECTIVE DEMOLITION DIVISION 03 – CONCRETE 03 0000 CONCRETE 03 3000 CAST-IN-PLACE CONCRETE 03 3100 EXTERIOR CONCRETE 03 4800 PRECAST CONCRETE SPECIALTIES DIVISION 04 – MASONRY 04 0000 MASONRY 04 2000 UNIT MASONRY 04 2113 BRICK MASONRY 04 4860 STONE VENEER ASSEMBLIES DIVISION 05 – METALS 05 0000 METALS 05 1200 STRUCTURAL STEEL FRAMING 05 2100 STEEL JOIST FRAMING 05 3100 STEEL DECKING 05 4000 COLD-FORMED METAL FRAMING 05 5000 METAL FABRICATIONS 05 5213 PIPE AND TUBE RAILINGS END VOLUME 1 VOLUME 2 Facility Construction Subgroup Continued DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 06 0000 WOOD, PLASTICS, AND COMPOSITES 06 0573 PRESERVATIVE WOOD TREATMENT 06 1053 MISCELLANEOUS ROUGH CARPENTRY 06 1100 WOOD FRAMING 06 1600 SHEATHING 06 2001 COMMON FINISH CARPENTRY REQUIREMENTS 06 2023 INTERIOR FINISH CARPENTRY 06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS 06 4116 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 06 6400 PLASTIC PANELING BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 TABLE OF CONTENTS DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 0000 THERMAL AND MOISTURE PROTECTION 07 1113 BITUMINOUS DAMPPROOFING 07 2100 THERMAL INSULATION 07 2719 PLASTIC SHEET AIR-BARRIERS 07 4113.16 STANDING-SEAM METAL ROOF PANELS 07 4213.53 METAL SOFFIT PANELS 07 5419 POLYVINYL-CHLORIDE (PVC) ROOFING, FM Global Form X2688 – Checklist for Roofing System 07 6200 SHEET METAL FLASHING AND TRIM 07 7180 WATER REPELLENTS 07 7200 ROOF ACCESSORIES 07 7253 SNOW GUARDS 07 8413 PENETRATION FIRESTOPPING 07 9200 JOINT SEALANTS DIVISION 08 – OPENINGS 08 0000 OPENINGS 08 1113 HOLLOW METAL DOORS AND FRAMES 08 1416 FLUSH WOOD DOORS 08 3113 ACCESS DOORS AND FRAMES 08 4113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 4413 GLAZED ALUMINUM CURTAIN WALLS 08 7100 DOOR HARWARE 08 8000 GLAZING DIVISION 09 – FINISHES 09 0000 FINISHES 09 2216 NON-STRUCTURAL METAL FRAMING 09 2900 GYPSUM BOARD 09 3000 TILING 09 5113 ACOUSTICAL PANEL CEILINGS 09 5133 ACOUSTICAL METAL PAN CEILINGS 09 6513 RESILIENT BASE AND ACCESSORIES 09 6813 TILE CARPETING 09 9113 EXTERIOR PAINTING 09 9123 INTERIOR PAINTING DIVISION 10 – SPECIALTIES 10 0000 SPECIALTIES 10 1100 VISUAL DISPLAY UNITS 10 1423 PANEL SIGNAGE 10 2113 TOILET COMPARTMENTS 10 2600 WALL AND DOOR PROTECTION 10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 4413 FIRE PROTECTION CABINETS 10 4416 FIRE EXTINGUISHERS 10 5116 PLASTIC LOCKERS BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 TABLE OF CONTENTS DIVISION 11 – SPECIAL CONSTRUCTION 11 0000 SPECIAL CONSTRUCTION 11 0000 EQUIPMENT DIVISION 12 – FURNISHINGS 12 0000 FURNISHINGS 12 2413 ROLLER WINDOW SHADES 12 3661 SIMULATED STONE COUNTERTOPS 12 9300 SITE FURNISHINGS END VOLUME 2 VOLUME 3 Facility Services Subgroup DIVISION 21 – FIRE SUPPRESSION 21 0000 FIRE SUPPRESSION 21 0500 COMMON REQUIREMENTS FOR FIRE SUPPRESSION 21 0548 VIBRATION AND SEISMIC CONTROLS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 21 0553 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT 21 1300 WET PIPE FIRE SUPPRESSION SPRINKLERS DIVISION 22 – PLUMBING 22 0000 PLUMBING 22 0501 COMMON PLUMBING REQUIREMENTS 22 0503 PIPE, PIPE FITTINGS, PIPE HANGERS & VALVES 22 0548 VIBRATION AND SEISMIC CONTROL FOR PLUMBING AND EQUIPMENT 22 0553 IDENTIFICATION FOR PLUMBING PIPES AND EQUIPMENT 22 0703 MECHANICAL INSULATION AND FIRE STOPPING 22 0705 UNDERGROUND PIPING INSULATION 22 0710 POTABLE WATER PIPE INSULATION 22 0711 HANDICAPPED FIXTURES INSULATION 22 0720 RAIN DRAIN INSULATION 22 0800 FIRE STOPPING 22 1000 PLUMBING PIPING AND VALVES 22 1007 PRESS TYPE PIPE FITTINGS 22 1114 NATURAL GAS SYSTEMS 22 1116 DOMESTIC WATER PIPING SYSTEMS (COPPER) 22 1118 BACKFLOW PREVENTER VALVE 22 1313 SOIL, WASTE, & VENT PIPING SYSTEMS 22 1316 SANITARY, WASTE, & VENT PIPING SYSTEMS 22 1400 STORM DRAINAGE PIPING 22 2000 CONDENSATE DRAIN PIPING 22 2600 CONDENSATE DRAIN PIPING CAST-IN-PLACE CONCRETE 03 3000 - 8 BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion-inhibiting admixture in concrete mixtures where indicated. 2.11 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Footings: Proportion normal-weight concrete mixture as follows: 1. Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.45. 3. Slump Limit: 4 inches (100 mm), Maximum. 4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch (19-mm) nominal maximum aggregate size. B. Foundation Walls: Proportion normal-weight concrete mixture as follows: 1. Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.40. 3. Slump Limit: 4 inches (100 mm) Maximum, or 8 inches (200 mm) for concrete with verified slump of 2 to 4 inches (50 to 100 mm) before adding high-range water-reducing admixture or plasticizing admixture, plus or minus 1 inch (25 mm). 4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch (19-mm) nominal maximum aggregate size. C. Slabs-on-Grade: Proportion normal-weight concrete mixture as follows: 1. Minimum Compressive Strength: 4500 psi (31 MPa) at 28 days. 2. Minimum Cementitious Materials Content: 611 lb/cu. yd. (363(kg/cu. m) 3. Retain slump limit from two options in first subparagraph below or revise to suit Project. 4. Slump Limit: 4 inches (100 mm) Maximum. 5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch (19-mm) nominal maximum aggregate size. 6. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent. 7. Synthetic Micro-Fiber: Uniformly disperse in concrete mixture at not less than the manufacturer's recommended application rate., but not less than 3 lb/cu. yd. (1.80 kg/cu. m). 2.12 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.13 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 1 CAST-IN-PLACE CONCRETE FOR EXTERIOR FLATWORK, CURBS AND GUTTERS, STAIRS, RETAINING WALLS, AND RAMPS 1. GENERAL 1.1 SUMMARY A. This Section specifies exterior cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes for the following: 1. Flatwork 2. Curbs and gutters 3. Stairs 4. Retaining walls and retaining wall foundations 5. Ramps 1.2 REFERENCES A. American Concrete Institute (ACI) 1. ACI 117, Specifications for Tolerance for Concrete Construction and Materials 2. ACI 301, Specification for Structural Concrete 3. ACI 302.1R, Guide for Concrete Floor and Slab Construction 4. ACI 305.1, Specification for Hot Weather Concreting 5. ACI 306.1, Standard Specification for Cold Weather Concreting 6. ACI 347R, Guide to Formwork for Concrete B. American Society for Testing and Materials (ASTM); current standard or specification or version approved or re-approved not more than 10 years prior to date Work performed. 1. ASTM A82, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement 2. ASTM A184, Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement 3. ASTM A185, Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete 4. ASTM A497, Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete 5. ASTM A615, Standard Specification for Deformed and Carbon-Steel Bars for Concrete Reinforcement 6. ASTM A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement 7. ASTM C31, Standard Specification for Making and Curing Concrete Test Specimens in the Field 8. ASTM C33, Standard Specification for Concrete Aggregates 9. ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 10. ASTM C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete 11. ASTM C94, Standard Specification for Ready-Mixed Concrete 12. ASTM C143, Standard Test Method for Slump of Hydraulic-Cement Concrete 13. ASTM C150, Standard Specification for Portland Cement 14. ASTM C171, Standard Specification for Sheet Materials for Curing Concrete 15. ASTM C172, Standard Practice for Sampling Freshly Mixed Concrete Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 2 16. ASTM C173, Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method 17. ASTM C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method 18. ASTM C260, Standard Specification for Air-Entraining Admixtures for Concrete 19. ASTM C309, Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete 20. ASTM C494, Standard Specification for Chemical Admixtures for Concrete 21. ASTM C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 22. ASTM C989, Standard Specification for Ground Granulated Plant-Furnace Slag for Use in Concrete and Mortars 23. ASTM C1064, Standard Test Methods for Temperature of Freshly Mixed Hydraulic- Cement Concrete 24. ASTM C1077, Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation 25. ASTM C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures 26. ASTM C1315, Standard Specification for Liquid Membrane-Forming Compounds Having Special Properties for Curing and Sealing Concrete 27. ASTM C1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete 28. ASTM D448, Standard Classification for Sizes of Aggregate for Roads and Bridge Construction. 29. ASTM D994, Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type) 30. ASTM D1557, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort 31. ASTM D1751, Standard Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) 32. ASTM D1752, Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction 33. ASTM E329, Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction C. Other Referenced Standards 1. Concrete Reinforcing Steel Institute (CRSI), Manual of Standard Practice 2. AASHTO M 182 Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats 1.3 DEFINITIONS acceptable or accepted – determined to be satisfactory by the Owner’s Representative. ACI Concrete Field Testing Technician Grade I – a person who has demonstrated knowledge and ability to perform and record the results of ASTM standard tests on freshly mixed concrete and to make and cure test specimens. Such knowledge and ability shall be demonstrated by passing prescribed written and performance examinations and having credentials that are current with the American Concrete Institute. cementitious materials – Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast- furnace slag, and silica fume; subject to compliance with requirements. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 3 cold joint – a joint or discontinuity resulting from a delay in placement of sufficient duration to preclude intermingling and bonding of the material, or where mortar or plaster rejoin or meet. construction joint – the interface between concrete placements intentionally created to facilitate construction. contraction joint – also called a “control joint”, a formed, sawed, or tooled groove in a concrete slab to create a weakened plane to regulate the location of cracking resulting from the dimensional change of different parts of the structure. Contract Documents – a set of documents supplied by Owner to Contractor as the basis for construction; these documents contain contract forms, contract conditions, specifications, drawings, addenda, and contract changes. Contractor – the person, firm, or entity under contract for construction of the Work. curing – actions taken to maintain moisture and temperature conditions in a freshly placed cementitious mixture to allow hydraulic-cement hydration and , if applicable, pozzolanic reactions to occur so that the potential properties of the mixture may develop. expansion joint - a separation provided between adjacent sections to allow movement due to dimensional increases and reductions of the adjacent sections and through which some or all of the bonded reinforcement is interrupted. In pavements and slabs on ground, it is a separation between slabs filled with a compressible filler material. isolation joint - a separation between adjacent sections of a concrete structure to allow relative movement in three directions and through which all of the bonded reinforcement is interrupted. Owner – Brigham Young University - Idaho Owner’s Representative – The representative (construction manager, architect, engineer, etc.) of the Owner overseeing the Work. permitted – accepted by or acceptable to the Owner’s Representative; usually pertains to a request by Contractor, or when specified in Contract Documents. Project Drawings – graphic presentation of project requirements. Project Specifications – the written document that details requirements for Work in accordance with service parameters and other specific criteria. quality assurance – actions taken by Owner’s Representative to provide confidence that Work done and materials provided are in accordance with Contract Documents quality control – actions taken by Contractor to ensure the Work meets the requirements of Contract Documents. reference specification – a standardized mandatory-language document prescribing materials, dimensions, and workmanship, incorporated by reference in Contract Documents. referenced standards – standardized mandatory-language document prescribing materials, dimensions, and workmanship, incorporated by reference in Contract Documents. strength test – standard test conducted for evaluation and acceptance of concrete determined as the average of the compressive strengths of at least two 6 by 12 in. cylinders or at least three 4 by 8 in. cylinders made from the same sample of concrete, transported, and standard cured in accordance with ASTM C31 and tested in accordance with ASTM C39 at 28 days or at test age otherwise specified. submit – provide to Owner’s Representative for review. submittal – documents or materials provided to Owner’s Representative for review and acceptance surface defects – imperfections in concrete surfaces defined in Contract Documents that must be repaired. Work – the entire construction or separately identifiable parts thereof required to be furnished under Contract Documents. 1.4 COMPLIANCE WITH SPECIFICATIONS Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 4 A. Work shall conform to all requirements of ACI 301-10 Specifications for Structural Concrete, Sections 1 through 5, published by the American Concrete Institute, Farmington Hills, Michigan, except as modified by these Contract Documents. B. Work shall conform to the tolerance limits of ACI 117-10 Specifications for Tolerances for Concrete Construction and Materials, published by the American Concrete Institute, Farmington Hills, Michigan, except as modified by these Contract Documents. 1.5 SUBMITTALS A. General: Contractor shall provide to Owner’s Representative submittals required by this Specification in accordance with Contract Documents. 1.6 QUALITY ASSURANCE AND QUALITY CONTROL A. General: Concrete materials and operations may be tested and inspected by Owner as Work progresses. Failure to detect defective Work or material will not prevent rejection if a defect is discovered later nor shall it obligate the Owner’s Representative for final acceptance. B. Installer Qualifications: Contractor’s personnel performing concrete finishing work and supervisors shall be ACI certified Concrete Flatwork Finishers and Technicians C. Manufacturer Qualifications: Ready-mixed concrete shall be provided by a concrete producer that complies with ASTM C94 requirements for production facilities and equipment. 1. The production facility supplying hydraulic cement concrete shall have a current Certification of Ready Mixed Concrete Production Facilities from the National Ready Mixed Concrete Association (NRMCA), or equivalent. 2. The production facility’s ready mixed concrete delivery vehicles supplying hydraulic cement concrete shall be certified by the National Ready Mixed Concrete Association (NRMCA). D. Testing Agency Qualifications: An independent agency shall be qualified according to ASTM C1077 and ASTM E329 for testing indicated. E. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer’s plant, obtain aggregate from one source, and obtain admixtures from one source from a single manufacturer. F. Pre-installation Meeting: Conduct pre-installation meeting at project site prior to beginning of work with Owner’s Representative. 1. Before submitting design mixtures, review concrete design mixture and examine procedures for ensuring quality of concrete materials. Require representatives of each entity directly concerned with cast-in-place concrete to attend, including the following (as applicable): a. Contractor’s superintendent b. Independent testing agency c. Ready-mix concrete supplier d. Concrete subcontractor 2. Review testing and inspection agency procedures for field quality control, concrete finishes and finishing, cold- and hot-weather concrete procedures, curing procedures, construction, contraction and isolation joints, joint fillers, forms and form removal limitations, dowels and steel reinforcement installation, slab flatness and levelness measurement, concrete repair procedures and concrete protection. 2. FORMWORK AND FORMWORK ACCESSORIES 2.1 GENERAL Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 5 A. Description: The section covers design, construction and treatment of formwork to confine and shape concrete to required dimensions. B. Submittals 1. Submit manufacturer’s technical data sheet for formwork release agent or form liner proposed for use with each formed surface. 2. Submit manufacturer’s technical data sheet for form ties. 2.2 PRODUCTS C. Form Facing Materials 1. Smooth-Formed Finished Concrete: Form-facing panels shall provide continuous, true, and smooth concrete surfaces. Largest practical sizes shall be furnished to minimize number of joints. a. Plywood, metal, or other approved panel materials shall be used. 2. Rough-Formed Finished Concrete: Form-facing material shall be plywood, lumber, or metal or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. D. Formwork Release Agents: Formwork release agents shall be commercially formulated product that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. E. Chamfer Strips: Wood, metal, PVC, or rubber ¾ in. x ¾ in. chamfer strips shall be used unless otherwise specified. F. Rustication Strips: Wood, metal, PVC or rubber strips kerfed for ease of form removal shall be used where specified. G. Form Ties: Commercially fabricated, removable or snap-off metal or glass-fiber reinforced plastic form ties shall be used. Form ties shall be designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish ties that will leave no corrodible metal closer than 1 in. to the plane of exposed concrete surface. 2. Furnish ties that, when removed, will leave holes no larger than 1 in. in diameter in concrete surface. 2.3 EXECUTION H. Formwork Construction 1. Contractor shall design, erect, shore, brace and maintain formwork to support vertical, lateral, static and dynamic loads, including construction loads, until concrete structure can support such loads. 2. Formwork shall be constructed so that concrete members and structures are of size, shape, alignment, elevation, and position indicated in Contract Drawings within tolerance limits of ACI 117. 3. Concrete surface irregularities, designated by ACI 347R as abrupt or gradual, shall be limited as follows: a. Class A, 1/8 in. for exposed walls. b. Class B, 1/4 in. for concealed walls. c. Class C, 1/2 in. for completely concealed structure. 4. Joints in formwork shall be tight enough to present loss of mortar. 5. Forms shall be fabricated for easy removal without hammering or prying against concrete surfaces. Top forms shall be provided for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood inserts for forming keyways, reglets, recesses, etc. for easy removal. 6. Rust-stained steel, damaged or dirty forms may not be used as form-facing material. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 6 7. Edge forms, bulkheads, and intermediate screed strips for slabs to shall be set to achieve required elevation and slopes in finished concrete surfaces. 8. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. 9. Exterior corners and edges of permanently exposed concrete shall be chamfered. 10. Forms and adjacent surfaces shall be cleaned prior to concrete placing operations. Wood, sawdust, dirt and other debris shall be removed just before placing concrete. 11. Forms and bracing shall be retightened just before concrete is place to prevent mortar leaks and maintain proper alignment. 12. Formwork surfaces in contact with concrete shall be coated with form-release agent according to manufacturer’s instructions and before placing reinforcement. 13. Contractor shall place and secure dowels and embedded items required for adjoining work that is attached to it or supported by cast-in-place concrete. I. Removing and Reusing Formwork 1. Formwork that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete provided concrete is sufficient strong so that it is not damaged by form removal operations and provided curing and protection operations are maintained. 2. Forms to be reused in Work shall be cleaned and repaired. Split, frayed, delaminated, or otherwise damaged from-facing material shall not be acceptable for exposed surfaces. Form-release agent shall be reapplied to reused forms. 3. When forms are reused, Contractor shall clean form surfaces to remove fins and laitance. Patched forms shall not be used for exposed concrete surfaces unless approved by Owner’s Representative. J. Field Quality Control: Before concrete is placed, inspect formwork for conformance to Contract Documents and then schedule Owner’s quality assurance inspection, if specified. 3. REINFORCEMENT AND REINFORCEMENT SUPPORTS 3.1 GENERAL A. Description: This section covers materials, fabrication, placement, and tolerances of steel reinforcement and reinforcement supports. B. Submittals 1. Reinforcement: Submit manufacturer’s certified test report. 2. Where applicable, Contractor shall submit steel reinforcement shop drawings that detail fabrication, bending and placement. Submittal shall include bar sizes, material, grade, bar schedules, bent bar diagrams, bar arrangement, splices and laps, and supports for concrete reinforcement. 3. Submit materials and methods for providing load transfer and settlement control at locations where new work abuts existing concrete. 4. Reinforcement supports: Submit materials used as steel reinforcement supports, bolsters, chairs, dobies, etc., that will remain permanently embedded in concrete. 5. Dowels: Dowel systems for load transfer across isolation, expansion and cold joints. C. Material Storage and Handling – Prevent bending and protect reinforcement surface from contact with soil, oil, or other materials that decrease bond with concrete. 3.2 PRODUCTS A. Reinforcing bars: Reinforcing bars shall be deformed, except for load transfer dowels and welded wire reinforcement, which may be plain. Reinforcing bars shall be Grade 60 and size Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 7 No. 3 or No. 4, unless otherwise specified. Reinforcing bars shall conform to one of the following: 1. ASTM A615, carbon steel reinforcing bars; 2. ASTM A706, low alloy steel reinforcing bars; 3. ASTM A970, welded or forged headed reinforcing bars; 4. ASTM A996, rail steel and axle steel, rail-steel bars shall be Type R; or 5. ASTM A1035, low carbon, chromium steel bars. B. Bar Mats: When specified, use bar mat conforming to ASTM A184. C. Welded Wire Reinforcement – Plain welded wire reinforcement shall conform to ASTM A185, with welded intersection spaced no greater than 18 in. apart. Deformed steel welded wire reinforcement shall conform to ASTM A497. D. Plain Steel Wire: Plain steel wire reinforcement shall conform to ASTM A82. E. Deformed Steel Wire – Deformed steel wire reinforcement shall conform to ASTM A496. F. Joint Dowel Bars: Joint Dowel bars shall conform to ASTM A615, Grade 60, plain steel bars, cut true to length with ends square and free of burrs. Dowels shall have sufficient length to develop the strength of the bars. G. Bending reinforcement: Bend reinforcement cold unless otherwise specified. Fabricate reinforcement in accordance with tolerances of ACI 117 and according to CRSI’s “Manual of Standard Practice”. H. Reinforcement supports: Provide adequate bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Bar supports shall be manufactured from steel wire, plastic or precast concrete according to CRSI’s “Manual of Concrete Practice,” of greater compressive strength than the concrete. 1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire of CRSI Class 2 stainless-steel bar supports. 3.3 EXECUTION A. General: Comply with CRSI’s “Manual of Standard practice” for placing reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover as defined in Table 3.3.C.1. Do not tack weld crossing reinforcing bars. Table 3.3.C.1 – Concrete cover for reinforcement Concrete cover, in. Concrete cast against and permanently in contact with ground 3 Concrete in contact with ground or weather: No. 6 through No. 18 bars 2 No. 5 bar, W31 or D31 wire, and smaller 1-1/2 Concrete not exposed to weather or in contract with ground Slabs and walls No. 14 and No. 18 bars 1/1/2 No. 11 bars and smaller 3/4 D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in longest practicable lengths on bar supports spaced to minimize sagging. Lab edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 8 F. Do not continue reinforcement or other embedded metal items bonded to concrete through expansion joints, except dowels, where specified, are bonded on only one side of a joint. G. Provide dowels at locations specified by Owner’s Representative. Dowels shall be securely set in forms prior to placing concrete. H. For crack control of concrete slabs-on-ground, steel shrinkage and temperature reinforcement should be located in the upper third of the slab (per ACI 302.1R), while maintaining specified cover. I. Shrinkage and temperature steel shall be spaced not farther apart than five times the slab thickness, nor farther apart than 18 in. 4. CONCRETE MIXTURES 4.1 GENERAL A. Description: This section covers the requirements for materials, proportioning, production, and delivery of concrete. B. Submittals 1. Mixture proportions: Submit concrete mix proportions and properties. a. Include information on correction of batching for varying moisture contents of fine and coarse aggregates. b. Submit adjustments made to mixture proportions or changes in materials and supporting documentation made during the course of the Work. 2. Cement mill certificate: Submit mill certificate, which shall include alkali content, representative of cement used in Work. 3. Submit copies of commercial laboratory tests of concrete aggregates. Tests should not be more than 90 days old and include: a. Sieve analyses of fine and coarse aggregate of proposed mix aggregates and at any time there is a significant change in grading of materials. b. Fine aggregates: reactivity, shale and chert, clay lumps, soundness, decantation. c. Coarse aggregates: clay lumps and friable particles, reactivity, shale and chert, soundness, materials finer than 200 sieve. 4. Pozzolans: Submit documentation of pozzolan compliance with requirements of ASTM C618 and pozzolan source. 4.2 PRODUCTS A. Materials 1. Cementitious materials: Use the following cementitious materials, of the same type, brand, and source throughout the Work. a. Portland cement: ASTM C150, Type I/II or V, low alkali (alkali content shall not exceed 0.60%, equivalent sodium oxide) b. Fly ash: ASTM C618, Class F, less than 15% calcium oxide c. Ground granulated blast furnace slag: ASTM C989, Grade 100 or 120 d. Silica fume: ASTM C1240 2. Normal weight aggregates: Coarse and fine aggregate shall conform to ASTM C33, Class 4S or better. Provide aggregates from a single source with documented service record data. Use the largest coarse aggregate size in accordance with ACI 318. 3. Admixtures: Admixtures certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. a. Air entraining admixture: conform to ASTM C260 Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 9 b. Water reducing admixture: conform to ASTM C494, Type A c. High-range water reducing admixture: conform to ASTM C494, Type F or G d. Water-reducing and accelerating admixture: conform to ASTM C494, Type E e. Water-reducing and retarding admixture: conform to ASTM C494, Type D 4. Mixing water: Mixing water shall be potable water and conform to ASTM C94. B. Performance and design requirements 1. Cementitious materials content: Cementitious materials shall be proportioned to achieve the specified strength and durability requirements and minimize shrinkage. For concrete slabs, cementitious materials shall not be less than indicated in Table 4.2.B.1 Table 4.2.B.1 Minimum requirement of cementitious materials for concrete used in flatwork Nominal maximum size of aggregate, in. Cementitious materials, lb/yd3 1-1/2 470 1 520 3/4 540 1/2 590 3/8 610 2. Slump: Unless otherwise specified in the Contract Documents, concrete slump shall be 4 ± 1 in. at the point of delivery. When Type F or G high-range water-reducing admixtures are permitted by Owner’s representative, concrete shall have been proportioned to a slump of 2 to 4 in. before the admixture is added and a maximum slump of 8 in. at point of delivery after the admixture is added, unless otherwise specified. 3. Size of coarse aggregate: Coarse aggregate maximum size - Unless otherwise specified, nominal maximum size of coarse aggregate shall not exceed three-fourths of the minimum clear spacing between reinforcing bars, one-fifth of the narrowest dimension between sides of forms, or one-third of the thickness of slabs or toppings. 4. Air content: All concrete subjected to exterior exposure shall be air entrained. Air content shall conform to Table 4.2.B.3. Measure air content at point of delivery in accordance with ASTM C173 or ASTM C231. Table 4.2.B.3 Total air content for concrete Nominal maximum aggregate size, in. Air content, %* 1-1/2 5.5 1 6 3/4 6 1/2 7 3/8 7.5 * Tolerance on air content as delivered shall be ±1.5% 5. Admixtures: Use admixtures according to manufacturer’s written instructions. a. Use water-reducing or high-range water-reducing admixture in concrete, as required, for placement and workability. b. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. c. The use of calcium chloride is not permitted. 6. Concrete temperature Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 10 a. When the average of the highest and lowest ambient temperature from midnight to midnight is expected to be less than 40°F for more than three successive days, deliver concrete to meet the following minimum temperatures immediately after placement: • 55°F for sections less than 12 in. in the least dimension; • 50°F for sections 12 to 36 in. in the least dimension; • 45°F for sections 36 to 72 in. in the least dimension; and • 40°F for sections greater than 72 in. in the least dimension. The temperature of concrete as placed shall not exceed these values by more than 20°F. These minimum requirements may be terminated when temperatures above 50°F occur during more than half of any 24-hour duration. b. Unless otherwise specified or permitted, the temperature of concrete as delivered shall not exceed 95°F. 7. Durability a. Freezing and thawing durability – All concrete subjected to exterior exposure shall be considered exposure class F3 for freezing and thawing and shall conform to Tables 4.2.B.7a. Table 4.2.B.7a Concrete mix design requirements for exposure category F3 Mix design requirement Value Maximum water to cementitious materials ratio 0.40 Minimum 28-day compressive strength 5000 psi Air content Table 4.2.B.3 b. Alkali aggregate reaction – Owner’s representative shall be notified of potential reactivity of coarse and fine aggregates through the submittal of laboratory test data. Alkali silica reactivity shall be evaluated using ASTM C1567, C1260, C 1293 or other industry standard method approved by the owner’s representative. Mixes with aggregates determined to be other than innocuous shall not be permitted or shall include ASR mitigation consisting of the use of supplementary cementitious materials and/or lithium salt-based admixtures. Laboratory test data demonstrating the effectiveness of mitigation on the proposed aggregate shall be provided. c. Concrete strength and water-cementitious materials ratio – The compressive strength and water-cementitious materials ratio for each portion of the Work shall be as specified in Table 4.2.B.7a or as otherwise specified in Contract Documents. d. Unless otherwise specified, concrete strength shall be determined based on strength testing as described in Section 1.3 4.3 EXECUTION A. Ready-mixed concrete: Concrete shall be batched, mixed and delivered in conformance with ASTM C94. B. Slump adjustment: When concrete slump test results are below the required slump, the slump may be adjusted by adding water up to the amount allowed in the accepted mixture proportions. Addition of water shall be in conformance with ASTM C94. The specified water- cementitious materials ratio shall not be exceeded. Do not add water to concrete delivered in Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 11 equipment not acceptable for mixing. Slump may be modified by the addition of water- reducing admixtures. The specified slump shall not be exceeded. C. Time of discharge 1. Discharge of concrete shall be completed within 90 min. or before the drum has revolved 300 revolutions, whichever comes first after the introduction of the mixing water to the cement and aggregates or the introduction of the cement to the aggregates. If discharge is permitted by Owner’s Representative after more than 90 minutes have elapsed since batching or after the drum has revolved 300 revolutions, verify that air content of air-entrained concrete, slump, and temperature of concrete are as specified. 2. When ambient air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 90 min. to 75 min. When ambient air temperature is above 90 deg F, reduce mixing and delivery time to 60 min. D. Batch tickets: Batch tickets from every concrete batch delivered to the site shall be provided to the Owner’s Representative or the Owner’s testing agency. Copies of batch tickets shall be provided to the Contractor if requested. Batch tickets shall contain all information described in ASTM C94 – Batch Ticket Information. 5. HANDLING, PLACING AND CONSTRUCTING 5.1 GENERAL A. Description: This section covers the production of cast-in-place concrete including methods and procedures for handling, placing, finishing, curing, and repair of surface defects. B. Submittals 1. Field control test reports – Maintain and submit records of quality control test and inspection reports. 2. Temperature measurement – Submit proposed method for complying with requirements for measuring concrete temperatures. 3. Qualification of finishers – Submit qualifications, consistent with Section 5.3.D.2, of the flatwork finishers who will perform the Work. 4. Placement notification – Submit notification of concrete placement at least 24 hours before placement. 5. Construction joint – Submit information for acceptance of proposed location and treatment of construction joint not indicated in Contract Documents. 6. Cold-weather placement – Submit information for acceptance of proposed cold weather protection activities. 7. Hot-weather placement – Submit information for acceptance of proposed precautions for hot weather concrete placement. 8. Fresh concrete protection – Prior to placing concrete, submit corrective measures proposed for use for conditions that promote rapid drying of freshly placed concrete such as low humidity, high temperature, and/or wind. C. Delivery – Place concrete within time limits specified in 4.3.C. 5.2 PRODUCTS A. Granular fill: Granular fill used as base material shall be a clean mixture of crushed stone or crushed or uncrushed gravel conforming to ASTM D448 Size 57, with 100 percent passing a 1-1/2 in. sieve and 0 to 5 percent passing a No. 8 sieve. B. The base shall be mechanically compacted to 95% of maximum density as established by ASTM D1557. C. Curing Materials Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 12 1. Evaporation retarder: Waterborne, monomolecular film forming evaporation retarder manufactured for application to fresh concrete. The following products or equivalent may be used. a. Spray Film; ChemMasters b. AquaFilm; Dayton Superior c. Eucobar; Euclid Chemical d. VaporAid; Kaufman Products, Inc. e. Lambco Skin; Lambert Corporation f. E-CON; L&M Construction Chemicals g. MasterKure ER 50; BASF h. Waterhold; Metalcrete Industries i. SikaFilm; Sika Corporation j. Monofilm; Nox-Crete Products Group k. EVAPRE; W.R. Meadows, Inc. 2. Absorptive cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. 3. Moisture retaining cover: ASTM C171, polyethylene film or white burlap-polyethylene sheet. 4. Water: Potable and conforms to ASTM C1602 5. Curing compound: Clear, waterborne, membrane-forming curing compound that conforms to ASTM C309, Type 1, Class B. The following products or equivalent may be used: a. Safe-Cure Clear; ChemMasters b. Clear Resin Cure, a Dayton Superior Company c. Kurez DR VOX; Euclid Chemical Company d. Cure & Seal 309; Kaufman Products, Inc. e. Aqua Kure Clear; Lambert Corporation f. L&M Cure R; Laticrete International, Inc. g. 1100 Clear; W.R. Meadows, Inc. h. Resi-Chem Clear; Symons Corporation, a Dayton Superior Company i. Maxcure Resin Clear; US Mix Company j. Certi-Vex Envio Cure; Vexcon Chemicals, Inc. k. Seal N Kure; MetalCrete Industries 6. Sealing compound: Clear, membrane-forming sealing compound that conforms to ASTM C1315, Type 1, Class A or B. The following products or equivalent may be used: a. Polyseal WB, ChemMasters b. Cure & Seal 1315 J22WB, Dayton Superior Company c. Super Diamond Clear VOX, Euclid Chemical Company d. UV Safe Seal, Lambert Corporation e. L&M Lumiseal WB, Laticrete International Inc. f. Vocomp-30, Meadows, W. R., Inc. g. Metcure 30, Metalcrete Industries h. LusterSeal WB 300, Euclid Chemical Company i. Radiance UV-25, US Spec. j. Vexcon Starseal 1315, Vexcon Chemicals, Inc. D. Joint-Filler Strips: ASTM D1751, asphalt-saturated cellulosic fiber or ASTM D1752, cork or self-expanding cork. E. Nonslip abrasive: Factory-graded, packaged, rustproof, nonglazing, abrasive, crushed emery aggregate containing not less than 50 percent aluminum oxide and not less than 20 percent Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 13 ferric oxide; unaffected by freezing, moisture, and cleaning materials with 100 percent passing No. 8 (2.36-mm) sieve. 1. The following materials or equivalent may be used: a. Emery Non-Slip, Dayton Superior b. A-H Emery, Anti-Hydro International, Inc. c. LAMBCO EMAG 20, Lambert Corporation d. L&M Grip It, Laticrete International e. Metco Anti-Skid, Metalcrete Industries F. Repair Materials: Use site-mixed portland-cement repair mortar, consisting of one part cement to two and one-half parts sand by damp loose volume. A proprietary repair material may be submitted per the approval of the Owner’s Representative. 5.3 EXECUTION A. Concrete Placement 1. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. 2. Concrete shall be delivered by way of the nearest driveway or street and then by wheelbarrow, if necessary. Walks will only be driven on by equipment if previously approved by the Owner’s Representative. Concrete shall be conveyed from the ready mix truck to the place of final deposit by methods which will prevent the separation or loss of materials. 3. Do not add water to concrete during delivery, at delivery site, or during placement unless approved by Owner’s Representative. 4. Before test sampling and placing concrete, water may be added at on site, but the water-cementitious materials ratio specified in Section 4.2.B.7a may not be exceeded. a. Do not add water to concrete after adding high-range water-reducing admixtures to mixture. 5. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as approved by Owner’s Representative. Deposit concrete to avoid segregation. a. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. b. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. c. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches (150 mm) into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. 6. All walks, ramps, and steps shall have a minimum thickness of 6 inches. 7. Deposit and consolidate concrete for slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. a. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. b. Maintain reinforcement in position on chairs during concrete placement. c. Screed slab surfaces with a straightedge and strike off to correct elevations. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 14 d. Slope surfaces uniformly to drains where required. e. Begin initial floating using bull floats or darbies to form a uniform and open- textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 8. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. a. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by Section 4.2.B.6. b. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. c. Do not use salt, other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. 9. Hot-Weather Placement: Comply with ACI 305.1 and as follows: a. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. b. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. B. Joints 1. General: Construct joints true to line with faces perpendicular to surface plane of concrete. 2. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Owner’s Representative. a. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of slabs. b. Form keyed joints if required. Embed keys at least 1-1/2 inches (38 mm) into concrete. c. Space vertical joints in walls as approved by Owner’s Representative. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. 3. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas with aspect ratios less than 2:1 and as close to 1:1 as possible. Install contraction joints at re-entrant corners. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: a. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. b. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch-wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. 4. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 15 a. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. b. Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface where joint sealants are required. c. Install joint-filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together. 5. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate one-half of dowel length to prevent concrete bonding to one side of joint. C. Finishing Formed Surfaces 1. As-Cast Finish: Finishes shall be as-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. D. Finishing Slabs 1. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. 2. Flatwork finisher’s qualifications: Use qualified flatwork finishers acceptable to the Owner’s Representative. A minimum of one finisher or finishing supervisor shall be a certified ACI Flatwork Concrete Finisher/Technician or a certified ACI Flatwork Technician or equivalent. 3. Broom finish: Apply a broom finish to concrete walks and drives. a. Float finishing: Place, consolidate, strikeoff, and level concrete; cut high spots and fill low spots. Do not work concrete further until it is ready for floating. Begin floating with a hand float, a bladed power float equipped with float shoes, or a powered disk float when the bleed water sheen has disappeared and the surface has stiffened sufficiently to permit operation of the specific float apparatus. Unless otherwise specified, produce a finish that will meet tolerance requirements of ACI 117 for a conventional surface. Refloat the slab immediately to a uniform texture. b. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Owner’s Representative before application. 4. Nonslip finish: Before final floating, apply nonslip abrasive to concrete stair treads and ramps. Apply according to manufacturer's written instructions and at a rate of application not less than 25 lb/100 ft2. 5. Trowel finish: No air-entrained concrete shall receive a troweled finish. E. Concrete Protection and Curing 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing. 2. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq.ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 16 3. Formed Surfaces: Cure formed concrete surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 4. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including slabs, stairs, ramps and other surfaces. 5. Cure concrete according to ACI 308.1, by one or a combination of the following methods: a. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: 1. Water. 2. Continuous water-fog spray. 3. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. c. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. The application rate shall not be less than 1 gal./200 ft2 for each coat. For broom-finished surfaces, apply curing compound in two applications at right angles to each other. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. d. Curing and Sealing Compound: Apply uniformly to slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. The application rate shall not be less than 1 gal./200 ft2 for each coat. For broom-finished surfaces, apply curing and sealing compound in two applications at right angles to each other. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. F. Joint Filling 1. Prepare, clean, and install joint filler according to manufacturer's written instructions. a. Defer joint filling until concrete has aged at least one month. Do not fill joints until construction traffic has permanently ceased. 2. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. G. Concrete Surface Repairs 1. Tie holes: Plug tie holes immediately after formwork removal, unless otherwise permitted. When portland-cement patching mortar is used for plugging, clean and dampen tie holes prior to applying mortar. When other materials are used, apply them in accordance with manufacturer’s recommendations. 2. Defective Concrete: Repair and patch defective areas when approved by the Owner’s Representative. Remove and replace concrete that cannot be repaired and patched to approval by Owner’s Representative. 3. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 17 a. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush-coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in place with bonding agent. b. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Owner’s Representative. 4. Repairing Unformed Surfaces: Test unformed surfaces, such as slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. a. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. b. After concrete has cured at least 14 days, correct high areas by grinding. c. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. d. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4-inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. e. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. 5. Repair materials and installation not specified above may be used, subject to approval by Owner’s Representative. H. Clean up: During the progress and upon completion of the Work, unused equipment, surplus and waste material, etc. shall be removed from the premises. The Work shall be left in a neat, clean, and safe condition. I. Field Quality Control 1. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports. 2. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C172 shall be performed according to the following requirements or as directed by Owner’s Representative: a. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd. (19 cu. m), plus one set for each additional 50 cu. yd. (38 cu. m) or fraction thereof. b. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction thereof of each concrete mixture placed each day. Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 18 1. When frequency of testing will provide fewer than five compressive- strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 3. Slump: ASTM C143, one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 4. Air Content: ASTM C231, pressure method, for normal-weight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 5. Concrete Temperature: ASTM C1064, one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 6. Compression Test Specimens: ASTM C31. a. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample. b. Cast and field cure two sets of two 6 in. x 12 in. or three 4 in. x 8 in. cylinder specimens for each composite sample. 7. Compressive-Strength Tests: ASTM C39; test one set of two 6 in. x 12 in. or three 4 in. x 8 in.laboratory-cured specimens at 28 days. a. A compressive-strength test shall be the average compressive strength from a set of two 6 in. x 12 in. or three 4 in. x 8 in specimens obtained from same composite sample and tested at age indicated. 8. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. 9. Test results shall be reported in writing to Owner’s Representative, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive- strength tests shall contain project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break. 10. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Owner’s Representative. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42 or by other methods as directed by Owner’s Representative. 11. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 12. Correct deficiencies in the Work that test reports and inspections indicate dos not comply with the Contract Documents. END OF SPECIFICATION Brigham Young University – Idaho Exterior Cast-in-Place Concrete April 2019 Page | 19 Table of Contents 1. GENERAL ............................................................................................................................................... 1 1.1 SUMMARY ..................................................................................................................................... 1 1.2 REFERENCES .................................................................................................................................. 1 1.3 DEFINITIONS .................................................................................................................................. 2 1.4 COMPLIANCE WITH SPECIFICATIONS ............................................................................................ 3 1.5 SUBMITTALS .................................................................................................................................. 4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL ............................................................................ 4 2. FORMWORK AND FORMWORK ACCESSORIES ...................................................................................... 4 2.1 GENERAL ....................................................................................................................................... 4 2.2 PRODUCTS ..................................................................................................................................... 5 2.3 EXECUTION .................................................................................................................................... 5 3. REINFORCEMENT AND REINFORCEMENT SUPPORTS ........................................................................... 6 3.1 GENERAL ....................................................................................................................................... 6 3.2 PRODUCTS ..................................................................................................................................... 6 3.3 EXECUTION .................................................................................................................................... 7 4. CONCRETE MIXTURES ........................................................................................................................... 8 4.1 GENERAL ....................................................................................................................................... 8 4.2 PRODUCTS ..................................................................................................................................... 8 4.3 EXECUTION .................................................................................................................................. 10 5. HANDLING, PLACING AND CONSTRUCTING ........................................................................................ 11 5.1 GENERAL ..................................................................................................................................... 11 5.2 PRODUCTS ................................................................................................................................... 11 5.3 EXECUTION .................................................................................................................................. 13 STONE VENEER ASSEMBLIES 04 4860 - 1 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 SECTION 04 4860 – STONE VENEER ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: This Section includes stone veneer in the following applications. 1. Anchored to concrete walls or unit masonry backup. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1. For stone varieties proposed for use on Project, include data on physical properties specified or required by referenced ASTM standards. B. Stone Samples for Verification: For each color, grade, finish, and variety of stone required. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An installer who employs experienced stone masons and stone fitters who are skilled in installing stone veneer assemblies similar in material, design, and extent to those indicated for this Project and whose projects have a record of successful in-service performance. B. Source Limitations for Stone: Obtain each variety of stone, regardless of finish, from a single quarry with resources to provide materials of consistent quality in appearance and physical properties. 1. Obtain each variety of stone from a single quarry, whether specified in this Section or in another Section of the Specifications. C. Source Limitations for Mortar Materials: Obtain ingredients of a uniform quality for each mortar component from a single manufacturer and each aggregate from one source or producer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. B. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. C. Deliver preblended, dry mortar mix in moisture-resistant containers designed for use with dispensing silos. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in covered weatherproof dispensing silos. STONE VENEER ASSEMBLIES 04 4860 - 2 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.6 PROJECT CONDITIONS A. Protection of Stone Veneer Assemblies: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed stone veneer assemblies when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides of walls and hold cover securely in place. 2. Where one wythe of multiwythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches (600 mm) down face next to unconstructed wythe and hold cover in place. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed stone veneer assemblies. C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning. D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. PART 2 - PRODUCTS 2.1 STONE SOURCES A. Varieties and Sources: Subject to compliance with requirements, provide stone of the following variety and from the following source: 1. Stone Type 1: Idaho Travertine Corporation, l" thick Continental Buff, honed finish for use on all wall panels where indicated on drawings. 2.2 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated. 1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C 114. B. Hydrated Lime: ASTM C 207 UBC Standard 21-13, Type S. STONE VENEER ASSEMBLIES 04 4860 - 3 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or ill, and hydrated lime complying with ASTM C 207. D. Mortar Cement: ASTM C 1329 UBC Standard 21-14. 1. Products: Subject to compliance with requirements, provide one of the following: a. Blue Circle Cement; Magnolia Superbond Mortar Cement. b. Lafarge Corporation; Lafarge Mortar Cement. E. Masonry Cement: ASTM C 91 UBC Standard 21-11. F. Aggregate: ASTM C 144 and as follows: 1. For pointing mortar, use aggregate graded with 100 percent passing l\ o. 16 (1.18- mm) sieve. 2. White Aggregates: Natural white sand or ground white stone. G. Latex additive (water emulsion) described below, serving as replacement for part of or all gaging water, of type specifically recommended by latex-additive manufacturer for use with job-mixed portland cement mortar and not containing a retarder. 1. Latex Additive: Styrene-butadiene rubber or acrylic resin. H. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 1. Products: Subject to compliance with requirements, provide one of the following: a. Euclid Chemical Company (The); Accelguard 80. b. Grace Construction Products, W. R. Grace & Co. - Conn.; Morset. c. Sonneborn Products, BASF Aktiengesellschaft; Trimix-NCA. I. Water: Potable. 2.3 MISCELLANEOUS MASONRY ACCESSORIES A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene, urethane or PVC. B. Asphalt Dampproofing for Concrete Backup: Cut-back asphalt complying with ASTM D 4479, Type I, or asphalt emulsion complying with ASTM D 1227, Type ill or IV. 2.4 MASONRY CLEANERS A. Job-Mixed Detergent Solution: Solution of 1/2-cup (0.14-L) dry-measure tetrasodium polyphosphate and 1/2-cup (0.14- L) dry-measure laundry detergent dissolved in 1 gal. (4 L) of water. B. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from stone masonry surfaces without discoloring or damaging masonry surfaces; expressly approved for intended use by stone producer. 1. Available Products: a. Diedrich Technologies, Inc.; lOlG Granite, Terra Cotta, and Brick Cleaner. b. Diedrich Technologies , Inc.; 202 New Masonry Detergent. STONE VENEER ASSEMBLIES 04 4860 - 4 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 c. Dominion Restoration, Inc.; DR-60 Stone and Masonry Cleaner. d. Hydrochemical Techniques, Inc.; Hydroclean Brick, Granite, Sandstone and Terra Cotta Cleaner (HT-626). e. ProSoCo, Inc.; Sure Klean No. 600 Detergent. f. ProSoCo, Inc.; Sure Klean Restoration Cleaner. 2.5 STONE FABRICATION A. General: Fabricate stone in sizes and shapes necessary to comply with requirements indicated, including details on Drawings. 1. For granite, comply with recommendations in NBGQA's "Specifications for Architectural Granite." 2. For limestone, comply with recommendations in ILi's "Indiana Limestone Handbook." B. Select stone to produce pieces of thickness, size, and shape indicated and to comply with fabrication and construction tolerances recommended by applicable stone association or, if none, by stone source, for faces, edges, beds, and backs. 1. Clean sawed backs of stone to remove rust stains and iron particles. C. Gage backs of stones for adhered veneer if more than 81 sq. in. (522 sq. cm) in area. D. Thickness of Stone Veneer: Provide thickness indicated, but not less than the following. 1. Thickness: l inch (25 mm) plus or minus 1/8 inch (3 mm). E. Dress joints (bed and vertical) straight and at right angle to face, unless otherwise indicated. F. Shape stone for type of masonry (pattern) as follows: 1. Sawed-bed range ashlar with uniform course heights as indicated on Drawings and with random lengths. 2. Sawed-bed, broken-range ashlar with uniform course heights as indicated on Drawings and with random lengths. G. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to match approved samples and mockups. H. Carefully inspect stone at quarry or fabrication plant for compliance with requirements for appearance, material, and fabrication. Replace defective units before shipment. 2.6 MORTAR MIXES A. General: Do not use admixtures, including pigments, air-entra1mng agents , accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride. 2. Add cold-weather admixture (if used) at same rate for all mortar, regardless of weather conditions, to ensure that mortar color is consistent. 3. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together 4. before adding water. Then mix again, adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for one to two hours. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not reternper STONE VENEER ASSEMBLIES 04 4860 - 5 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 or use partially hardened material. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Stone Masonry: Comply with ASTM C 270, UBC Standard 21-15, Proportion Specification. D. Latex-Modified Portland Cement Setting Mortar: Proportion and mix portland cement, aggregate, and latex additive to comply with latex-additive manufacturer's written instructions. E. Cement-Paste Bond Coat: Mix either neat cement and water or cement, sand, and water to a consistency similar to that of thick cream. 1. For latex-modified portland cement setting-bed mortar, substitute latex admixture for part or all of water, according to latex-additive manufacturer's written instructions. F. Mortar for Scratch Coat over Unit Masonry: 1 part portland cement, 1 part lime, 7 parts loose damp sand, and enough water to produce a workable consistency. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces indicated to receive stone veneer assemblies, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. Examine substrate to verify that dovetail slots, inserts, reinforcement, veneer anchors, flashing, and other items installed in unit masonry or concrete and required for or extending into stone veneer assemblies are correctly installed. 2. Examine wall framing, sheathing, and building paper or building wrap to verify that stud locations are suitable for spacing of veneer anchors and that installation will result in a weatherproof covering. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Advise installers of other work about specific requirements for placement of reinforcement, veneer anchors, flashing, and similar items to be built into stone veneer assemblies. B. Accurately mark stud centerlines on face of building paper or building wrap before beginning stone installation. C. Coat concrete backup with asphalt dampproofing. D. Clean dirty or stained stone surfaces by removing soil, stains, and foreign materials before setting. Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives. 3.3 SETTING OF STONE VENEER, GENERAL A. Perform necessary field cutting as stone is set. Use power saws to cut stone. Cut lines straight and STONE VENEER ASSEMBLIES 04 4860 - 6 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 true, with edges eased slightly to prevent snipping. B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for intended use. C. Arrange and trim stones for accurate fit in broken-range ashlar pattern with uniform course heights, random lengths, and uniform joint widths. D. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance. E. Set stone to comply with requirements indicated on Drawings. Install veneer anchors, supports, fasteners, and other attachments indicated or necessary to secure stone veneer assemblies in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances. F. Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment, if any. Lay walls with joints not less than 1/4 inch (6 mm) at narrowest points nor more than 3/8 inch (10 mm) at widest points. G. Provide expansion, control, and pressure-relieving joints of widths and at locations indicated. 1. Keep expansion and pressure-relieving joints free of mortar and other rigid materials. 2. Sealing expansion, control, and pressure relieving joints in specified in Division 7, Section “Joint Sealants.” 3.4 CONSTRUCTION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (IO mm in 6 m), or 1/2 inch in 40 feet (13 mm in 12 m) or more. For external comers, expansion joints, control joints, and other conspicuous lines, do not exceed I /4 inch in 20 feet (6 mm in 6 m) or 1/2 inch in 40 feet (13 mm in 12 m) or more. B. Variation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines, do not exceed 1 /4 inch in 20 feet (6 mm in 6 m) or 1/2 inch in 40 feet (13 mm in 12 m) or more. C. Variation of Linear Building Line: For position shown in plan, do not exceed 1/2 inch in 20 feet (13 mm in 6 m) or 1/4 inch in 40 feet (19 mm in 12 m) or more. D. Measure variation from level, plumb, and position shown in plan as variation of the average plane of the face of each stone from level, plumb, or dimensioned plane. E. Variation in Mortar-Joint Thickness: Do not vary from joint size range indicated. F. Variation in Plane between Adjacent Stones: Do not exceed one-half of tolerance specified for thickness of stone. G. Variation in Plane on Face of Individual Stone: Do not exceed one-half of tolerance specified for thickness of stone. 3.5 INSTALLATION OF ADHERED STONE VENEER ASSEMBLIES A. Install flashing over sheathing and behind building paper or building wrap by fastening through sheathing into framing. STONE VENEER ASSEMBLIES 04 4860 - 7 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 B. Install lath over building paper or building wrap by fastening through sheathing into framing to comply with ASTM C 1063. C. Install lath over unit masonry and concrete to comply with ASTM C 1063. D. Install scratch coat over metal lath 3/8 inch (10 mm) thick to comply with ASTM C 926. E. Coat backs of stone units and face of scratch coat with cement-paste bond coat, then butter both surfaces with setting mortar. Use sufficient setting mortar so a slight excess will be forced out the edges of stone units as they are set. Tap units into place, completely filling space between units and scratch coat. F. Rake out joints for pointing with mortar to depth of not less than 1/2 inch before setting mortar has hardened. Rake joints to uniform depths with square bottoms and clean sides. 3.6 POINTING A. Prepare stone-joint surfaces for pointing with mortar by removing dust and mortar particles. Where setting mortar was removed to depths greater than surrounding areas, apply pointing mortar in layers not more than 3/8 inch (IO mm) deep until a uniform depth is formed. B. Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch ( I O mm) deep . Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. C. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile: 1. Joint Profile: Smooth, concave 3.7 ADJUSTING AND CLEANING A. Remove and replace stone veneer assemblies of the following description: 1. Broken, chipped, stained, or otherwise damaged stone. Stone may be repaired if methods and results are approved by Architect. 2. Defective joints. 3. Stone veneer assemblies not matching approved samples and mockups. 4. Stone veneer assemblies not complying with other requirements indicated. B. Replace in a manner that results in stone veneer assemblies' matching approved samples and mockups, complying with other requirements, and showing no evidence of replacement. C. In-Progress Cleaning: Clean stone veneer assemblies as work progresses. Remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean stone veneer assemblies as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film, or waterproof masking tape. 3. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by rinsing thoroughly with clear water. 4. Clean stone veneer assemblies by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, using job-mixed detergent solution. 5. Clean stone veneer assemblies with proprietary acidic cleaner applied according to STONE VENEER ASSEMBLIES 04 4860 - 8 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 manufacturer's written instructions 3.8 EXCESS MATERIALS AND WASTE A. Excess Stone: Stack excess stone where directed by Owner for Owner's use. B. Disposal as Fill Material: Dispose of clean masonry waste, including mortar and excess or soil- contaminated sand, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches (100 mm) in greatest dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fill material is specified in Division 2 Section "Earthwork.” 3. Do not dispose of masonry waste as fill within 18 inches (450 mm) of finished grade. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other waste, and legally dispose of off Owner's property. END OF SECTION 04 4860 BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 PRESERVATIVE WOOD TREATMENT - 1 - 06 0573 SECTION 06 0573 PRESERVATIVE WOOD TREATMENT PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Quality of wood preservative treatment where specified. B. Related Requirements: 1. Section 06 1100: a. Characteristics of wood to be pressure-treated. b. Furnishing and installing of pressure-treated wood. 1.2 REFERENCES A. Definitions: 1. Preservative-Treated Wood: Wood exposed to high levels of moisture or heat susceptible to decay by fungus and other organisms, and to insect attack. The damage caused by decay or insects can jeopardize the performance of the wood members so as to reduce the performance below that required. Preservative treatment requires pressure-treatment process to achieve depth of penetration of preservative into wood to verify that the wood will be resistant to decay and insects over time. 2. Treated Wood: Wood impregnated under pressure with compounds that reduce its susceptibility to flame spread or to deterioration caused by fungi, insects, or marine bores. B. Reference Standards: 1. American Wood Protection Association: a. AWPA P5-10. 'Standard For Waterborne Preservatives'. b. AWPA P22-10. 'Standard For Ammoniacal Copper Zinc Arsenate (ACZA)'. c. AWPA P51-10, ‘Standard for Zinc Borate (ZB)’. d. AWPA T1-12, ‘Use Category System: Processing and Treatment Standard For Treated Wood’. e. AWPA U1-12, ‘Use Category System: User Specification For Treated Wood’. 2. International Building Code (IBC) (2018 or most recent edition adopted by AHJ): a. Chapter 23, 'Wood': 1) Section 2300, 'Minimum Standards and Quality': a) 2303.1, ‘General’: (1) 2303.1.8, 'Preservative-Treated Wood’. 2) Section 2400, 'General Construction Requirements': a) 2304.11, ‘Protection Against Decay and Termites’: (1) 2311.2, 'Wood Used Above Ground’. (2) 2311.4, 'Wood In Contact With The Ground'. 1.3 SUBMITTALS A. Informational Submittals: 1. Certificate: Certificate of pressure treatment showing compliance with specification requirements and including information required under IBC Section 2303.1.8.1, ‘Identification’. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 PRESERVATIVE WOOD TREATMENT - 2 - 06 0573 PART 2 - PRODUCTS 2.1 SYSTEMS A. Manufacturers: 1. Type One Acceptable Manufacturers: a. Arch Wood Protection Inc, Atlanta, GA www.wolmanizedwood.com. b. Hoover Treated Wood Products, Thomson, GA www.frtw.com. c. Osmose Inc, Griffin, GA www.osmose.com. d. U S Borax Inc, Valencia, CA www.borax.com/wood. e. Viance LLC, Charlotte, NC www.treatedwood.com. f. Equal as approved by Architect before bidding. See Section 01 6200. B. Performance: 1. Framing lumber grade and species shall be as specified in Section 06 1100 for particular use. 2. Interior Wood In Contact With Concrete or Masonry: a. Preservatives: 1) Disodium octoborate tetrahydrate (DOT / SBX) meeting requirements of AWPA U1 and with retention of 0.25 lbs per cu ft (4 kg per cu meter). 2) Zinc borate meeting requirements of AWPA U1 and with retention of 0.17 lbs per cu ft (2.7 kg per cu meter). 3) CCA-C (47.5 percent chromium trioxide, 18.5 percent copper oxide and 34 percent arsenic pentoxide) by Koppers Performance Chemicals, Griffin, Georgia, http://www.koppersperformancechemicals.com/ (0.25 lb/cu ft minimum retention). 4) DURA-GUARD by Hoover Treated Wood Products, Thomson, GA www.frtw.com (.40 lb/cu ft minimum retention). b. Lumber: Treat in accordance with AWPA U1. 3. Exterior Wood Continuously Exposed To Weather: a. Preservatives: Waterborne preservatives meeting requirements of AWPA U1 with retention levels as required by AWPA U1 for specific application. b. Lumber: Treat in accordance with AWPA U1. PART 3 - EXECUTION: Not Used END OF SECTION BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 WOOD FRAMING - 1 - 06 1100 SECTION 06 1100 WOOD FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Furnished Under This Section: 1. Miscellaneous structural steel elements. C. Related Requirements: 1. Section 05 1200: 'Structural Steel For Buildings' for furnishing of miscellaneous structural steel. 2. Sections under 06 0500 Heading: Wood Treatment. 3. Sections under 06 4000 Heading: 'Architectural Woodwork' for wall blocking requirements. 1.2 REFERENCES A. Reference Standards: 1. American Lumber Standard Committee (ALSC) (Maintains NIST standard): a. Voluntary Product Standard: 1) PS 20-15, 'American Softwood Lumber Standard'. 2. National Institute of Standards and Technology (NIST), U. S. Department of Commerce: a. Voluntary Product Standard DOC PS 20-15, 'American Softwood Lumber Standard'. 1.3 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Protect lumber and plywood and keep under cover in transit and at job site. 2. Do not deliver material unduly long before it is required. B. Storage And Handling Requirements: 1. Store lumber and plywood on level racks and keep free of ground to avoid warping. 2. Stack to insure proper ventilation and drainage. PART 2 - PRODUCTS 2.1 MATERIAL A. Dimension Lumber: 1. Meet requirements of PS 20 and National Grading Rules for softwood dimension lumber. 2. Bear grade stamp of WWPA, SPIB, or other association recognized by American Lumber Standards Committee identifying species of lumber by grade mark or by Certificate of Inspection. 3. Lumber 2 inches (50 mm) or less in nominal thickness shall not exceed 19 percent in moisture content at time of fabrication and installation and be stamped 'S-DRY', 'K-D', or 'MC15'. 4. Preservative Treated Plates / Sills: a. 2x4 (38 mm by 64 mm): Standard and better Douglas Fir, Southern Pine, or HemFir, or StrandGuard by iLevel by Weyerhaeuser Boise, ID www.ilevel.com. (LSL 1.3 E) BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 WOOD FRAMING - 2 - 06 1100 b. 2x6 (38 mm by 140 mm) And Wider: No. 2 or or MSR 1650f - 1.5e Douglas Fir, Southern Pine, HemFir, or StrandGuard by iLevel by Weyerhaeuser, Boise, ID www.ilevel.com. (LSL 1.3 E). B. Lumber Ledgers: 1. No. 1 Douglas Fir, Larch, or Southern Pine. C. Blocking: 1. Sound lumber without splits, warps, wane, loose knots, or knots larger than 1/2 inch (13 mm). D. Furring Strips: 1. Utility or better. PART 3 - EXECUTION 3.1 ERECTION A. General: 1. Use preservative treated wood for wood members in contact with concrete or masonry. B. Masonry Wall Plates: 1. Anchor 2x6 (50 mm by 150 mm) and 2x8 (50 mm by 200 mm) wall plates to top of block walls with 5/8 inch (16 mm) diameter anchor bolts at 32 inches (800 mm) on center unless noted otherwise. 2. Set plates on masonry bearing walls true and level to provide full bearing. Use mortar as specified in Division 04 for leveling if leveling is required. C. Accessory / Equipment Mounting And Standing & Running Trim Blocking (nailers): 1. Furnish and install blocking in wood framing required for hardware, specialties, equipment, accessories, and mechanical and electrical items, etc. 2. Attach blocking not installed with clips with two fasteners in each end of each piece of blocking. D. Furring Strips 1. On Wood or Steel: Nail or screw as required to secure firmly. 2. On Concrete or Masonry: a. Back up furring strips on exterior walls or walls in contact with earth with 15 lb (6.8 kg) felt strip. b. Nail at 12 inches (300 mm) on center maximum. END OF SECTION BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON FINISH CARPENTRY REQUIREMENTS - 1 - 06 2001 SECTION 06 2001 COMMON FINISH CARPENTRY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Coat Racks. 2. Display Cases. 3. Display Boxes. 4. Furnish and install sealants required for items installed under this Section, as described in Contract Documents. B. Products Installed But Not Furnished Under This Section: 1. Architectural Woodwork. 2. Selected Building Specialties. 3. Selected Equipment. 4. Window Stools. 5. Miscellaneous as specified elsewhere. C. Related Requirements: 1. Section 06 1100: 'Wood Framing' for furring and blocking. 2. Section 06 2023: 'Interior Finish Carpentry'. 3. Sections under 06 4000 Heading: Furnishing of Architectural Woodwork. a. Section 06 4001: 'Common Architectural Woodwork Requirements': 1) Approved Fabricators. 2) Quality of wood materials to be used in Finish Carpentry. b. Section 06 4116: 'Plastic Laminated-Faced Architectural Cabinets'. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Economy Grade: The lowest acceptable grade in both material and workmanship requirements, and is for work where price outweighs quality considerations. b. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. c. Premium Grade: The highest Grade available in both material and workmanship where the highest level of quality, materials, workmanship, and installation is required. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON FINISH CARPENTRY REQUIREMENTS - 2 - 06 2001 PART 2 - PRODUCTS 2.1 MATERIAL S A. Manufacturers: 1. Manufacturer Contact List: a. Bommer Industries, Landrum, SC www.bommer.com . b. Ives, Indianapolis, IN www.iveshardware.com . c. Stanley, New Britain, CT www.stanleyhardware.com or Oakville, ON (800) 441-1759. B. Glue: Waterproof and of best quality. C. Coat Hook: 1. Type Two Acceptable Products: a. No. 405, A92 finish, by Ives. b. Equal as approved by Architect before installation. See Section 01 6200. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification Of Conditions: 1. Verify walls, ceilings, floors, and openings are plumb, straight, in-line, and square before installing Architectural Woodwork. 2. Report conditions that are not in compliance to Architect before starting installation. 3.2 PREPARATION A. Surface Preparation: 1. Install Architectural Woodwork after wall and ceiling painting is completed in areas where Architectural Woodwork is to be installed. 3.3 INSTALLATION A. Special Techniques: 1. AW S Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for installation of architectural woodwork. B. General Architectural Woodwork Installation: 1. Fabricate work in accordance with measurements taken on Project site. 2. Scribe, miter, and join accurately and neatly to conform to details. 3. Exposed surfaces shall be machine sanded, ready for finishing. 4. Allow for free movement of panels. 5. Countersink nails. Countersink screws and plug those exposed to view. 6. Attach custom casework as specified in Sections under 06 4000 Heading: ‘Furnishing of Architectural Woodwork’ to wall blocking with #10 x 3 inch (76 mm) minimum Cabinet Screws. Attach wall cabinets with screws equally spaced horizontally not to exceed 12 inches (305 mm) O.C. with 3 inch (76 mm) maximum spacing at cabinet edges. C. Installation for Accessories: 1. Coat Hook: a. Mount coat hooks on 4 inch (101 mm) x 24 inch (609 mm) maple board with 1/8” eased edges and corners, finished to match classroom doors, space hooks 8 inches apart, BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON FINISH CARPENTRY REQUIREMENTS - 3 - 06 2001 centered on the board. Mount coat rack, 66 inches (1,676 mm) from finish floor to top of coat rack board. D. Items Installed But Not Furnished Under This Section: Install in accordance with requirements specified in Section furnishing item. 1. Display Case Glass and Hardware: a. Install glass and hardware per manufacturers recommendations. END OF SECTION BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 INTERIOR FINISH CARPENTRY 06 2023 - 2 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver interior finish carpentry materials only when environmental conditions meet requirements specified for installation areas. If interior finish carpentry materials must be stored in other than installation areas, store only where environmental conditions meet requirements specified for installation areas. 1.7 FIELD CONDITIONS A. Environmental Limitations: Do not deliver or install interior finish carpentry materials until building is enclosed and weatherproof, wet work in space is completed and nominally dry, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. PART 2 - PRODUCTS 2.1 WINDOW SILLS A. Configuration: Provide window sills of profile shown on drawings B. Window Sills: 1/2-inch (13-mm) thick, solid surface material with a 1/2-inch (13-mm) thick build down at the outside edge for the appearance of an overall 1-inch (25 mm) thick window sill. C. Fabrication: Fabricate in one piece with shop-applied edges unless otherwise indicated. Comply with solid-surface-material manufacturer's written instructions for adhesives, sealers, fabrication, and finishing. D. Solid Surface Material: Homogeneous solid sheets of filled plastic resin complying with ANSI SS1. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Wilsonart. 2. Type: Provide Standard Type unless Special Purpose Type is indicated. 3. Colors and Patterns: As indicated on the Drawings. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON ARCHITECTURAL W OODWORK REQUIREMENTS - 1 - 06 4001 SECTION 06 4001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. General standards for materials and fabrication of Architectural Woodwork and for hardware associated with Architectural Woodwork. B. Related Requirements: 1. Section 06 1100: 'Wood Framing' for furring and blocking. 2. Section 06 2001: 'Common Finish Carpentry Requirements' for Installation. 3. Section 06 2023: ‘Interior Finish Carpentry’. 4. Section 06 4116: ‘Plastic-Laminate-Faced Architectural Cabinets’. 1.2 REFERENCES A. Association Publications: 1. Architectural Woodwork Institute / Architectural Woodwork Manufacturers Association of Canada / Woodwork Institute, 46179 Westlake Drive, Suite 120, Potomac Falls, VA www.awinet.org. a. Architectural Woodwork Standards (AWS), 2nd Edition, 2014. B. Definitions: 1. Grade: Unless otherwise noted, this term means Grade rules for Economy, Custom, and/or Premium Grade: a. Custom Grade: Typically specified for and adequately covers most high-quality architectural woodwork, providing a well-defined degree of control over a project’s quality of materials, workmanship, or installation. 1.3 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature for specialty items and hardware not manufactured by Architectural Woodwork fabricator. 2. Shop Drawings: a. Fabricator: 1) Provide shop drawings for cabinet and casework that are included for project showing details, casework locations and layout in compliance with Contract Drawings. B. Informational Submittals: 1. Qualification Statement: a. Fabricator: 1) Provide Qualification documentations as requested. 1.4 QUALITY ASSURANCE A. Qualifications: Requirements of Section 01 4301 applies, but not limited to following: 1. Fabricator: a. Fabricator Firm specializing in performing work of this section. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON ARCHITECTURAL W OODWORK REQUIREMENTS - 2 - 06 4001 1) Firm experience in supplying products indicated for this Project. 2) Firm with sufficient production capacity to produce required units. 3) Firm will comply with specifications and Contract Documents for this Project. 4) Minimum five (5) years experience in Woodwork installations. 5) Minimum five (5) satisfactorily completed installations in past three (3) years of projects similar in size, scope, and installation procedures required for this project before bidding. b. Upon request by Architect or Owner, submit documentation. 1.5 DELIVERY, HANDLING, AND STORAGE A. Delivery And Acceptance Requirements: 1. Assemble architectural woodwork at Architectural Woodwork Fabricator's plant and deliver ready for erection insofar as possible. 2. Protect architectural woodwork from moisture and damage while in transit to job site. 3. Report damaged materials received within two (2) days from delivery at project site. B. Storage And Handling Requirements: 1. Unload and store in place where it will be protected from moisture and damage and convenient to use. PART 2 - PRODUCTS 2.1 FABRICATORS A. Approved Fabricators. See Section 01 4301: 1. Meet Quality Assurance Fabricator Qualifications as specified in Part 1 of this specification. B. Approved Fabricators. See Section 01 4301: 1. Meet Quality Assurance Fabricator Qualifications as specified in Part 1 of this specification. 2.2 ASSEMBLIES A. Design Criteria: 1. General: a. AWS Custom Grade is minimum acceptable standard, except where explicitly specified otherwise, for materials, construction, and installation of architectural woodwork. 2. Materials: a. Lumber: 1) Grade: a) No defects in boards smaller than 600 sq in (3 871 sq cm). b) One defect per additional 150 sq inches (968 sq cm) in larger boards. c) Select pieces for uniformity of grain and color on exposed faces and edges. d) No mineral grains accepted. 2) Allowable Defects: a) Tight knots not exceeding 1/8 inch (3 mm) in diameter. No loose knots permitted. b) Patches (dutchmen) not apparent after finishing when viewed beyond 18 inches (450 mm). c) Checks or splits not exceeding 1/32 inch by 3 inches (1 mm by 75 mm) and not visible after finishing when viewed beyond 18 inches (450 mm). d) Stains, pitch pockets, streaks, worm holes, and other defects not mentioned are not permitted. e) Normal grain variations, such as cats eye, bird's eye, burl, curl, and cross grain are not considered defects. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 COMMON ARCHITECTURAL W OODWORK REQUIREMENTS - 3 - 06 4001 3) Use maximum lengths possible, but not required to exceed 10 feet (3 meters) without joints. No joints shall occur closer than 72 inches (1 800 mm) in straight runs exceeding 18 feet (3 600 mm). Runs between 18 feet (3 600 mm) and 10 feet (3 meters) may have no more than one joint. No joints shall occur within 72 inches (1 800 mm) of outside corners nor within 18 inches (450 mm) of inside corners. 4) Moisture content shall be six (6) percent maximum at fabrication. No opening of joints due to shrinkage is acceptable. B. Fabrication: 1. Follow Architectural Woodwork Standards (AWS) for fabrication of Architectural Woodwork. 2. Tolerances: a. No planer marks (KCPI) allowed. Sand wood members and surfaces with 100 grit or finer. b. Maximum Gap: None allowed. c. Flushness Variation: 0.015 inch (0.4 mm) maximum. d. Sanding Cross Scratches: 1/4 inch (6 mm) maximum. e. Plug screw holes. Screw locations not to be visible beyond 18 inches (450 mm). 3. Fabricate work in accordance with measurements taken on job site. 4. 'Ease' sharp corners and edges of exposed members to promote finishing and protect users from slivers. Radius of 'easing' shall be uniform throughout Project and between 1/32 and 1/16 of an inch (0.8 and 1.6 of a millimeter). 5. Fabricate so veneer grain is vertical. 6. Joints: a. Use lumber pieces with similar grain pattern when joining end to end. b. Compatibility of grain and color from lumber to panel products is required. 7. Install hardware in accordance with Manufacturer's directions. Leave operating hardware operating smoothly and quietly. 8. Remove or repair damaged surface of or defects in exposed finished surfaces of architectural woodwork to match adjacent similar undamaged surface. PART 3 - EXECUTION: Not Used END OF SECTION BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 1 - 07 5419 SECTION 07 5419 POLYVINYL-CHLORIDE ROOFING: PVC PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install roofing membrane with flashings and other components to comprise total roofing system as described in Contract Documents including: a. Single-ply membrane. B. Related Requirements: 1. Section 05 3100: 'Steel Roof Decking'. 2. Section 06 0573: 'Preservative Wood Treatment' for roof related blocking and roof nailers. 3. Section 06 1100: 'Wood Framing' for roof related blocking, nailing and sheathing. 4. Section 06 2001: 'Common Finish Carpentry Requirements' for wood nailers, curbs and blocking. C. Products Installed But Not Furnished Under This Section: 1. Sheet metal work including caps, sleeves, umbrella hoods, pipe enclosures boxes, strapping, and scuppers. D. Related Requirements: 1. Division 07 for sheet metal work specialties and accessories. 1.2 REFERENCES A. Association Publications: 1. American National Standards Institute / Single Ply Roofing Industry: a. ANSI/SPRI/FM 4435/ES-1 2003, 'Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems'. b. ANSI/SPRI WD-1 'Wind Design Standard for Roofing Assemblies'. 2. FM Global Resource Catalogue by FM Global, Norwood, MA www.fmglobal.com. a. Approval Guide: 1) Factory Mutual Standard 4470 - Approval Standard for Class 1 Roof Covers. b. Property Loss Prevention Data Sheet 1-28, ‘Wind Design’ (latest edition). c. Property Loss Prevention Data Sheet 1-29, ‘Roof Deck Securement and Above-Deck Components’ (latest edition). d. Property Loss Prevention Data Sheet 1-49, ‘Perimeter Flashing’ (latest edition). B. Definitions: 1. Flame Spread Classification: Categories as per ASTM E84/UL 723 or ULC 102: a. Class A: Highest fire-resistance rating for roofing as per ASTM E108. Indicated roofing is able to withstand severe exposure to fire exposure to fire originating from sources outside building. b. Class B: Fire-resistance rating indicating roofing materials are able to withstand moderate exposure to fire originating from sources outside of building. c. Class C: Fire-resistance rating indicating roofing materials are able to withstand light exposure to fire originating from sources outside of building. C. Reference Standards: 1. ASTM International: a. ASTM C1289-18a, ‘Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board'. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 2 - 07 5419 b. ASTM C1303/C1303M-15, ‘Standard Test Method for Predicting Long-Term Thermal Resistance of Closed-Cell Foam Insulation’. c. ASTM D4434/D4434M-15, ‘Standard Specification for Polyvinyl Chloride Sheet Roofing’. d. ASTM E84-18b, ‘Standard Test Method for Surface Burning Characteristics of Building Materials’. e. ASTM E108-17, ‘Standard Test Methods for Fire Tests of Roof Coverings’. 2. International Building Code (IBC) (2018 Edition or latest edition adopted by AHJ): a. Chapter 15, 'Roof Assemblies And Rooftop Structures': 1) Section 1507, 'Requirements for Roof Coverings': a) 1507.13, ‘Thermoplastic single-ply Roofing’. 3. National Fire Protection Association: a. NFPA 101: ‘Life Safety Code’ (2018 or most recent edition adopted by AHJ). 4. Underwriters Laboratories (UL): a. UL 580: 'Tests for Uplift Resistance of Roof Assemblies' (5th Edition). b. UL 723, ‘Tests for Safety Test for Surface Burning Characteristics of Building Materials' (11th Edition). c. UL 790, 'Standard Test Methods for Fire Tests of Roof Coverings' (8th Edition). d. UL 1897-04, ‘Uplift Tests for Roof Covering Systems’ (7th Edition). e. UL 2218, 'Standard for Impact Resistance of Prepared Roof Coverings Materials' (2nd Edition). 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre-Installation Conferences: 1. Participate in MANDATORY pre-installation conference. a. Roofing Installer’s Foreman and those responsible for installation of roofing to be in attendance. Include Roofing Manufacturer’s Representative if available. 2. Schedule pre-installation conference at project site after installation of roof deck including pipe and flue penetrations, but before application of any roofing system component. 3. In addition to agenda items specified in Section 01 3100, review following: a. Review Manufacturer’s written instructions. b. Review delivery, storage, and handling requirements. c. Review ambient conditions requirements. d. Review roofing installation requirements including flashing and penetrations. e. Review membrane safety stripe required to be located around perimeter of roof. f. Review roofing drainage requirements. g. Review temporary protections for roofing system. h. Review cleaning and disposal requirements. i. Review Special Procedure Submittal for Warranty Information to be given to Manufacturer before Manufacture will issue Roof Warranty by Installer. j. Review safety issues, including managing vapors entering the building during adhesive work. k. Review field inspections and non-conforming work requirements. l. Review protection of membrane by other trades after installation of membrane. 1.4 SUBMITTALS A. Action Submittals: 1. Product Data: a. Manufacturer's literature or cut sheet for each element of system. b. Manufacturer’s preparation and installation instructions and recommendations. c. RoofNav Contractors Package (This is an FM Global insured building). d. FM Form X2688 – Must be submitted to owner and approved by owner’s representative/ FM Engineer prior to ordering materials. 2. Shop Drawings: a. Prepared by Roofing Installer and approved by Roofing Membrane Manufacturer and include following: 1) Base flashings. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 3 - 07 5419 2) Location and type of penetrations. 3) Membrane terminations. 4) Outline of roof and roof size. 5) Perimeter and penetration details. 6) Roof insulation: a) Insulation fastening patterns for corner, perimeter, and field-of-roof locations. b) Taper insulation, including slopes. 7) Special details and materials. b. Confirm that specified FM Class and UL Class assembly is appropriate for Project location. c. Include approved copy of Manufacturer’s Notice of Award or Assembly Letter. 3. Samples: a. Manufacturer’s 4 inch (100 mm) square minimum sample representing actual color, membrane and thickness. B. Informational Submittals: 1. Certificates: a. Installer’s signed certificate stating roofing system complies with Contract Documents performance requirements and work only performed by trained and authorized personnel in those procedures. b. Manufactures signed certificate that roof system has been inspected by Technical Service Representative and stating no deviation from system specified or approved shop drawings without written approval by Owner Representative and Manufacture. 2. Test And Evaluation Reports: Submit evidence that roof system has been tested and approved or listed as follows: a. Submit evidence that roof system has been tested and approved or listed to meet Factory Mutual Research Corporation (FM) Classification required for this Project. b. Submit evidence that roof system has been tested to meet UL Class requirement required for fire-resistance rating for this Project. 3. Manufacturer Instructions: a. Two (2) copies of Roofing Manufacturer's published instructions for Architect and maintain one (1) at job-site. 4. Special Procedure Submittals: a. Installer to fill out 'Roof Manufacturer' Installer Workmanship Warranty' and 'Manufacturer System Warranty' from information provided in the Attachment 'Roofing Manufacturer’s Information For Architect' from Manufacturer and from Architect. Warranties are to be included in Closeout Submittals. 5. Qualification Statement: a. Roofing Manufacturer's certification of Installer. C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800: a. Warranty Documentation: 1) Final, executed copy of ‘Roofing Manufacturer System Warranty’ including wind speed coverage and required Owner mandatory information. 2) Final, executed copy of ‘Roof Installer Workmanship Warranty’ including required Owner mandatory information. 3) Verify mandatory information as specified in Special Procedure Submittal has been included in Final Warranty. b. Record Documentation: 1) Manufacturers Documentation: a) Record Shop Drawings if requested. Record shop drawings shall be given shop drawing number by Roofing Manufacturer. b) Certificate: Manufacturer Inspection report by Technical Service Representative. c) Certificate: Installer statement of compliance for performance requirements. d) Test And Evaluation Report: UL fire-resistance rating test report. e) Test And Evaluation Report: Factory Mutual Research Classification approval. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 4 - 07 5419 1.5 QUALITY ASSURANCE A. Regulatory Agency Sustainability Requirements: 1. Roof system will meet requirements of all federal, state, and local codes having jurisdiction (AHJ). 2. Fire Characteristics Performance Requirement: a. Roof system will achieve UL Class A rating when tested in accordance with ASTM E108 or UL 790: 1) Materials shall be identified with appropriate markings of applicable testing agency. 3. Thermal Performance Requirement: a. Roof system will achieve minimum R value not less than 30. 4. Wind Criteria as per ASCE 7-10: a. Basic wind speed (V): 90 mph______________________________ b. Wind exposure and importance factor (Iw): B, 1.15_______________________________ c. Wind Design Pressure (p): Wind Zone 1, pressures of 10 to 20 psf._____ B. Qualifications: 1. Requirements of Section 01 4301 applies but not limited to the following: a. Installers Qualifications: 1) Provide documentation if requested by Architect: a) Roofing Installer shall be approved and authorized by Roofing System Manufacturer to install Manufacturer’s product and eligible to receive Manufacturer’s special warranty before bid. b) Roofing Installer shall be able to document roofing membrane installation for five (5) year minimum. c) Roofing Installer must have current license for the city, county, and state where project is located. d) Roofing Installer must have license for specific type of roofing work to be preformed. e) Roofing Installer’s foreman shall be skilled in his trade and qualified to lay out and supervise the Work. f) Membrane and flashing installation shall be performed by personnel trained and authorized by Roofing Manufacturer. g) Welding equipment shall be provided by or approved by Roofing Manufacturer. Mechanics intending to use equipment shall have successfully completed training course provided by Manufacturer's Technical Representative before welding. b. Manufacturer Qualifications: 1) Manufacturer shall manufacture membrane material for five (5) consecutive years. a) No product with documented failure will be allowed. 2) Manufacturer that is UL listed for membrane roofing system used for this Project. 3) Source Limitations: a) Provide roof components including roof insulation and fasteners for roofing system from same Manufacturer as membrane roofing or approved by Roofing Membrane Manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery And Acceptance Requirements: 1. Make no deliveries to Project until installation is about to commence, or until approved storage area is provided. 2. Deliver products job site in original unopened containers or wrappings bearing all seals and approvals. 3. Deliver materials in sufficient quantities to allow continuity of work. 4. Remove any material not approved from job site. B. Storage And Handling Requirements: 1. General: a. Follow Manufacturer’s instructions and precautions for storage of materials. b. Handle and store roofing materials and place equipment in manner to avoid permanent deflection of roof decking. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 5 - 07 5419 c. Material Safety Data Sheets (MSDS) must be on location always during transportation, storage and application of materials. 2. Storage Requirements: a. Protection: 1) Protect roof materials from physical damage, moisture, soiling, and other sources in a clean, dry, protected location and with temperature range required by Manufacturer. Protect from direct sunlight. 2) Provide continuous protection of materials against moisture absorption (Manufacturer’s/Supplier’s shrink wrap is not accepted waterproofing). 3) Store membrane rolls lying down on pallets fully protected from weather with clean canvas tarpaulins. b. Roof Insulation: 1) Comply with insulation Manufacturer’s written instructions for handling, storing, and protection during installation. c. Safety: 1) Store flammable materials in cool, dry area away from sparks, open flames, or excessive heat. Follow precautions outlined on containers or supplied by material manufacturer/supplier. 2) Liquid materials such as solvents and adhesives shall be stored off site and installed away from open flames, sparks, and excessive heat. 3) Site storage is acceptable if liquid materials are placed in a locked, sealed storage container. 4) Situate equipment and materials so as to preclude danger, disturbance, or interference to public safety and traffic, and to not constitute fire hazard. d. Temperature: 1) Store adhesives at temperatures above 40 deg F (4 deg C).and below 180 deg F (82 deg C). e. Unacceptable Material: 1) Remove from job site materials that are determined to be damaged by Architect or by Roofing Manufacturer and replace at no additional cost to Owner. 2) Remove all wet and damaged materials from site. 3) Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. 3. Handling Requirements: a. Select and Handle operating equipment so as not to damage existing construction or new roofing system, or to overload structural system. b. Handle rolled goods so as to prevent damage to edge or ends. 1.7 FIELD CONDITIONS A. Ambient Conditions: 1. Temperature ranges shall be within tolerances allowed for material being used. a. Roof surface shall be free of ponding water, ice, and snow. b. Cold temperature: 1) Follow Manufacturer's written instructions for cold temperature requirements before applying membrane adhesive: a) Follow specified precautions. b) Expose only enough adhesive to be used as directed by membrane manufacturer: c) Low VOC restrictions (if required by local AHJ): Temperatures to be 40 deg F (4 deg C) and rising before applying. c. Hot temperature: 1) Do not expose membrane and accessories to constant temperature in excess of 180 deg F (82 deg C). 2. Proceed with roofing work when existing and forecasted weather conditions permit. 1.8 WARRANTY A. Manufacturer Warranty: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 6 - 07 5419 1. Roofing Membrane Manufacturer's Special Warranty for: a. Thirty (30) year no dollar limit (NDL) material and labor warranty covering roofing system, including insulation, components of membrane roofing system and flashing degradation and workmanship. b. Accidental Puncture Warranty: 1) Membrane Manufacturer's written Accidental Puncture Warranty for up to sixteen (16) hours of Labor to repair punctures after final inspection. c. Warranty shall include wind speed coverage to 90 mph (145 kph). B. Roof Installer Workmanship Warranty: 1. Written five (5) year guarantee covering workmanship and repairs or replacement of work without cost to Owner, counter-signed by Installer and General Contractor from date of installation: a. Roof Installer Workmanship Warranty must include information required in Attachment 'Warranty Information'. PART 2 - PRODUCTS 2.1 SYSTEM A. Manufacturer: 1. Category Three Approved Manufacturers. See Section 01 6200 for definitions of Categories: a. Sika Sarnafil, Canton, MA (800) 576-2358 or (781) 828-5400. www.sikacorp.com. 1) Contact Information (USA, Canada and Global): a) Primary Contact: Steve Moosman, District Manager, office (801) 575-8648 x7551 cell (801) 201-6269 moosman.steve@us.sika.com. b) Secondary Contact: Jim Greenwell, Mountain Region Manager: office (801) 575- 8648 x7558 cell (801) 455-3838 greenwell.jim@us.sika.com . c) Local Representative: Ryan Sackville, Pivot Building Envelope Products, cell (801) 633-3045, ryan@pivotbep.com B. Design Criteria: 1. General: a. Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. b. Membrane roofing and base flashings shall remain watertight. 2. Drainage Requirement: a. Roof system to provide positive drainage where all standing water dissipates within forty eight (48) hours after precipitation ends. 3. Material Compatibility: a. Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by membrane Roofing Membrane Manufacturer based on testing and field experience. 4. Metal details, fabrication practices, and installation methods shall conform to applicable requirements of following: a. Factory Mutual Loss Prevention Data Sheet 1-49, ‘Perimeter Flashing’ (latest issue). b. Sheet Metal and Air Conditioning Contractors National Association Inc, 5th edition. C. Components: 1. Membrane: a. Description: 1) 'Mechanically Attached': a) Meet requirements of ASTM D4434/D4434M, Type III: b) Category Four Approved Products. See Section 01 6200 for definitions of Categories: (1) Sika Sarnafil: S327 polyester reinforced membrane: (a) Rhinobond attached system. b. Thickness: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 7 - 07 5419 1) Field membrane: Thickness: 80 mil (2.03 mm) by optimum width and length determined by job conditions. 2) Flashing membrane: Thickness: 0.60 mil (1.52 mm) by optimum width and length determined by job conditions. c. Safety Stripe: 1) Provide continuous 4 inch (100 mm) wide yellow membrane safety stripe. d. Surface Color: To be determined by Architect. 1) Grey. 2) Tan. 3) White. 2. Insulation: a. FM and UL approved. b. If required by Manufacturer for warranty, provide approved facer. c. Polyisocyanurate Foam Insulation Board: 1) Meet requirements of ASTM C1289. 2) Insulation boards shall be Factory Mutual approved for classification selected for project. 3) Facer: a) Fiber reinforced paper facer or coated-glass fiber mat facer. 4) Insulation panels directly under roofing membrane and roof system cover board shall not exceed 48 inches by 96 inches (1 200 mm by 2 400 mm). 5) Insulation panels to be 2 inches (50 mm) maximum thickness for each layer. Insulation shall be multiple layers and achieve minimum 'R' value of 30. Tapered layer shall slope at 1/4 in per ft (20 mm per meter). 3. Roof System Cover Board (Recovery/Hard Board) Over Insulation: a. Non-Fire Rated: 1) 'Mechanically Attached' application: a) Minimum thickness to be determined by roofing system Manufacturer based upon Warranty term and Wind Warranty requirements. b) Category Four Approved Products. See Section 01 6200 for definitions of Categories: (1) 1/2 inch (12.7 mm) thick minimum Dens-Deck Prime Roof Board by G-P Gypsum. (2) 1/2 inch 1/2 inch (12.7 mm) thick minimum Securock by USG. 4. Vapor Retarder / Air Barrier: a. Temporary Roof Membrane (if required to protect interior building): 1) Self Adhered retarder: 2) May be used as temporary roof membrane up to ninety (90) day exposure. 3) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Sika Sarnafil: (1) Sarnavap air and vapor barrier with primers and sealants as required. b. Steel Roof Deck: 1) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Sika Sarnafil: (1) As recommended by Manufacturer. Assumed to be as listed in (2) below, but shall be verified with Manufacturer. (2) Sarnavap 5000 SA FR a. Reinforced composite aluminum foil with a self-adhesive SBS modified bitumen backing and removable release liner. 42.5 inches (1.08 m) x 131 feet (40 m), 38 lbs (17.2 kg) per roll. b. Sarnavap accessories not limited to but include: Sheet metal support strip to prevent Sarnavap 5000 SA FR from sagging into the metal flutes of a steel roof deck. Fasteners and adhesives as required by manufacturer. c. Do not leave Sarnavap 5000 SA FR exposed for long periods of time. Sarnavap 5000 SA FR cannot be used as a temporary roof. 2.2 ACCESSORIES A. Adhesives, Sealants and Sealer: 1. General: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 8 - 07 5419 a. Supplied by Roofing Membrane Manufacture Meet uplift and VOC requirements required for Project for specific application method and in compliance with all local codes and restrictions provided by Roofing Membrane Manufacture. b. As accepted by Roofing Manufacturer under specified warranty. 2. Pourable Sealer: a. Pitch pockets are not approved by Owner’s facility management group. 3. Membrane: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Sika Sarnafil: a) Sarnacol 2170: Solvent based membrane adhesive. 4. Insulation: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Sika Sarnafil: a) Sarnacol 2163/AD/OM: Low rise polyurethane foam adhesive. B. Coated Metal: 1. Colors: a. Not Seen From Ground: Color to match selected roof membrane unless stated on drawings or as directed by Architect. b. Seen From Ground: Manufacturer’s standard color as selected by Architect to match membrane surface color chosen for project. 2. Category Four Approved Products. See Section 01 6200 for definitions of Categories: a. Sika Sarnafil: 1) 25 ga (0.56 mm) G90 galvanized sheet metal laminated with 0.020 inch (0.55 mm) thick membrane: 2) Sarnclad membrane cover strips: a) 0.060 inch (1.5 mm) thick. b) Color to match selected Sarnaclad. C. Counterflashing: 1. Formed to meet design requirements and match existing metals and aesthetics, furnished by Membrane Manufacturer. D. Mechanical Attachment Accessories: 1. Rhinobond Plates: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Sika Sarnafil: a) Plates engineered as companion assembly with Sarnafasteners. b) Used to secure insulation, hardboard, and membrane as required by Membrane Manufacturer. 2. Bars And Plates: a. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Sika Sarnafil: a) Bars and plates engineered as companion assembly with Sarnafasteners. Used to secure membrane and/or flashing as required by Membrane Manufacturer. E. Miscellaneous Fasteners and Anchors: 1. Fasteners, anchors, nails, straps, bars, etc. shall be of post-galvanized zinc or cadmium-plated steel, aluminum, or stainless steel. Mixing metal types and methods of contact shall be in such manner as to avoid galvanic corrosion. 2. Compatible with substrates and flashings to be anchored: a. Fasteners for attachment of metal to masonry shall be expansion type fasteners with stainless steel pins. b. Wood fasteners and anchors shall have embedment of one inch (25 mm) minimum and be approved for such use by Fastener Manufacturer. F. Prefabricated Flashing Accessories: Membrane corners and pipe stacks as supplied by Membrane manufacturer. G. Traffic Surface: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 9 - 07 5419 1. Standard Walkway: a. Description: 1) Traffic surface used to protect roof membrane with limited slip surface. 2) Approved for all wind load areas. 3) Heat weldable walk roll. b. Category Four Approved Products. See Section 01 6200 for definitions of Categories: 1) Sika Sarnafil: a) SarnaTred Walkway Roll. H. Wood Nailers: 1. Treat wood nailers as per Section 06 0573.13 for preservative wood treatment and Section 06 0573.33 for fire-retardant wood treatment. Creosote or asphaltic-treated wood is not acceptable. 2. Wood nailers shall conform to Factory Mutual's Loss Prevention Data Sheet 1-49. 3. Wood shall have maximum moisture content of 19 percent by weight on dry weight basis. PART 3 - EXECUTION 3.1 INSTALLERS A. Category Three Approved Manufacturer’s Roofing Installers: See Section 01 4301: 1. Sika Sarnafil: a. Robison Roofing, 536 S. Broadway St., Blackfoot, ID 83221, 208-785-4626. b. Tom Miller Roofing, 10204 Baldy Mountain Road, Sandpoint, ID 83864, 208-610-3018. 3.2 EXAMINATION A. Verification Of Conditions: 1. Examine deck to determine if it is satisfactory for installation of roofing system: a. Inspect for defects such as excessive surface roughness, contamination, structural inadequacy, or any other condition that will adversely affect quality of work. b. Verify that roof drain lines are functioning correctly before starting work of this Section. Report such blockages in writing to Architect, with copy to Roofing Manufacturer, for corrective action before beginning work of this Section. c. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and nailers match thicknesses of insulation to be installed. d. Verify that surface plane flatness and fastening of steel roof deck complies with requirements in 05 3100 ‘Steel Roof Decking’. e. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D4263. f. Verify that compounds that will impair adhesion of roofing components to roof deck have been removed. 2. Notify Architect of unsuitable conditions in writing: a. Commencement of Work by installer is considered acceptance of substrate. b. Stop work immediately if any unusual or concealed condition is discovered and immediately notify Architect in writing, with letter copy to Roofing Manufacturer. c. Proceed with installation only after unsatisfactory conditions have been corrected. B. Examination And Assessment: 1. Examine decks for adequacy before commencing work. Requirements shall include but not limited to the following: a. Designed slope required for proper drainage. b. Location of roof drains. c. Moisture conditions that will adversely affect quality of work. d. Other condition incompatible with good roofing practice. 2. Notify Architect in writing of conditions with letter copy to Roofing Membrane Manufacturer that would limit guarantee on part of Manufacturer or applicator. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 10 - 07 5419 3.3 PREPARATION A. Surface Preparation: 1. General: a. Substrate shall be clean, smooth, dry, and free of flaws, sharp edges, loose and foreign material, oil and grease. Roofing shall not start until defects have been corrected. b. Provide temporary walkways and work platforms as necessary to complete work under this section with no damage to surfaces exposed during work. c. Coordinate application of membrane to provide protection of underlying materials from wetting or other damage by the elements on a continuous basis. d. Sheet metal sleeves, caps, and enclosures shall be completely installed on daily basis. e. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast. f. 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. g. Remove and discard temporary seals before beginning work on adjoining roofing. B. Wood Nailers: 1. Install continuous treated wood nailers at perimeter of entire roof and around roof projections and penetrations as described on Contract Drawings by Section 06 1100 'Wood Framing'. 3.4 INSTALLATION A. Interface With Other Work: 1. Coordinate with Installers whose work penetrates roof deck or requires men and equipment to traverse roof deck. B. General: 1. Installation shall be in conformance with latest edition of manufacturer’s specification except where Contract Documents are more restrictive. 2. Roof surfaces shall be free of water, ice and snow. Surfaces to receive insulation, membrane, or flashings shall be dry. Should surface moisture occur, provide equipment necessary to dry surface before application. 3. Secure new and temporary construction, including equipment and accessories, so as to preclude wind blow-off and subsequent roof or equipment damage. 4. Install only as much roofing as can be made weathertight each day, including flashing and detail work. Clean seams and heat-weld before leaving jobsite. 5. Schedule and execute work without exposing interior building areas to effects of inclement weather. Protect existing building and its contents against all risks. 6. Before and during application, remove dirt, debris, and dust from surfaces either by vacuuming, sweeping, blowing with compressed air, or similar methods. 7. Report rooftop contamination that is anticipated or that is occurring to Roofing Manufacturer to determine corrective steps to be taken. C. Vapor Retarder / Air Barrier Installation: 1. Steel Roof Deck: a. PE film retarder: Loose laid PE film retarder directly over deck with side and end joints sealed in accordance with Manufacturer’s instructions or as listed below, whichever is stricter. 1) All surfaces shall be in plane, even and clean, sound, dry, free of loose surface material or contaminants such as moisture, frost, ice, oil and grease that would interfere with proper adhesion and compromise the performance of the retarder. 2) Install the retarder in the direction of the metal deck profiles so that the side laps are fully supported on the top of the deck flange. 3) Unroll the retarder so that it lays flat without wrinkles or creases. Once the roll is aligned, peel back a portion of the release liner and press the retarder onto the deck BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 11 - 07 5419 substrate. Once securely adhered, continue to remove the release liner leaving 12 inches or the release liner on retarder. 4) Install a 6 inch width of sheet metal perpendicular to the metal deck profiles to support the end of the retarder from sagging between the open flutes in the metal deck. 5) Ensure the end of the retarder terminates onto the center of the sheet metal support strip. 6) Install adjacent retarder sheets with a minimum 2 inch side lap and 4 inch end laps. Roll the entire sheet to ensure contact with the steel deck. 2. Conduct moisture and adhesion tests. D. Insulation: 1. Install insulation as recovery layer over substrate and to obtain desired thermal value. Roof assembly shall be dry. 2. Neatly cut insulation cut to fit around penetrations and projections. 3. Install tapered insulation in accordance with insulation manufacturer's shop drawings. 4. Install tapered insulation around drains creating a drain sump. 5. Do not install more insulation board than can be covered with roofing membrane by end of day's work or onset of inclement weather. 6. ‘Mechanically Attached’ Attachment: a. Fasten to deck with approved fasteners and plates in accordance with Insulation Manufacturer, Factory Mutual, and Roofing Manufacturer recommendations for fastening rates and patterns. b. Quantity and locations of fasteners and plates shall also result in insulation boards resting evenly on roof deck/substrate so there are no large cavities or air spaces between boards and substrate. c. Install fasteners in accordance with fastener manufacturer's recommendations: 1) Fasteners are to have minimum penetration into structural deck as recommended by Fastener Manufacturer and Roofing Manufacturer. 2) Install additional fastening at perimeters and corners per Data Sheet 1-29, Roof Deck Securement for Above-Deck Roof Components. E. Roof System Cover Board: 1. Offset roof system cover board joints 24 inches (600 mm) minimum from joints in underlying substrate or insulation. 2. Steel Roof Deck: a. Non-visible installation: 1) Secure roof system cover board using insulation plates and fasteners spaced as required by Membrane Manufacturer’s warranty requirements. 2) Install additional fastening at perimeters and corners per Data Sheet 1-29, Roof Deck Securement for Above-Deck Roof Components. b. Visible (from ground/surrounding buildings) installation. 1) Secure roof system cover board using low profile attachment plates and fasteners spaced as required by Membrane Manufacturer’s warranty requirements. 2) Install additional fastening at perimeters and corners per Data Sheet 1-29, Roof Deck Securement for Above-Deck Roof Components. c. Rhinobond roof assembly attachment plates and fasteners. 1) Secure roof system cover board using insulation plates and fasteners spaced as required by Membrane Manufacturer’s warranty requirements. F. Membrane: 1. Inspection: a. Inspect surface of insulation or substrate before installation of roof membrane. b. Substrate shall be clean, dry and smooth with no excessive surface roughness, contaminated surfaces or unsound surfaces such as broken, delaminated, or damaged insulation boards. c. All sharp projections shall be removed by sweeping, blowing or vacuum cleaning. 2. 'Mechanically Attached': a. In Seam Option: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 12 - 07 5419 1) Unroll and position membrane without stretching. Provide and secure both perimeter and field membrane sheets in accordance with manufacturer's most current specifications and details. 2) Install adjoining membrane sheets in same manner in accordance with manufacturer's specifications. b. Rhinobond Option: 1) Preparation: Using test strip of membrane and loose Rhinobond plates, provide at least four (4) varied heat settings to calibrate Rhinobond welder for operation during each work period. 2) Roll out and set membrane. Follow Manufacturer’s written instructions: a) Provide 3 inches (75 mm) shingled lap seaming area in all membrane overlaps. b) Weld random perimeter Rhinobond plates to secure field membrane from shifting during seam and field welds. c) Identify remaining Rhinobond plates and weld membrane using repeated leap frog method of welding followed by placement of cooling magnets. 3. Hot-Air Welding Of Lap Areas: a. General: 1) Seams shall be hot air welded. Seam overlaps shall be 3 inches (75 mm) wide minimum when automatic machine welding, and 4 inches (100 mm) wide when hand welding. 2) Membrane to be welded shall be clean and dry. No adhesive shall be in seam. 3) Hand Welding: a) Hand welded seams shall be completed in three stages. Allow hot-air welding equipment to warm up for one (1) minute minimum before welding. 4) Seam shall be tack-welded every 36 inches (900 mm) to hold membrane in place. 5) Weld back edge of seam with narrow but continuous weld to prevent loss of hot air during final welding. 6) Insert nozzle into seam at 45 degree angle. Once proper welding temperature has been reached and membrane begins to 'flow', position hand roller perpendicular to nozzle and press lightly. For straight seams, use 1-1/2 inch (38 mm) wide nozzle. Use 3/4 inch (19 mm) wide nozzle for corners and compound connections. b. Machine Welding: Follow Roofing Manufacturer's instructions and use recommended equipment. c. Quality Control of Welded Seams: 1) Check welded seams for continuity using rounded screwdriver. Make on-site evaluation of welded seams daily at locations directed by Owner's Representative or representative of Roofing Manufacturer. 2) Take one inch (25 mm) wide cross-section samples of welded seams at least three times a day. Patch each test cut at no additional cost to Owner. d. Safety Stripe: 1) Install continuous yellow membrane safety stripe 6 feet (1.80 m) typical from perimeter edge of roof. G. Flashings: 1. General: a. Install flashings concurrently with roof membrane. No temporary flashings will be allowed without prior written approval of Owner's Representative and Roofing Manufacturer. Approval shall only be for specific locations on specific dates. b. If water is allowed to enter under newly completed roofing, remove and replace affected area no additional cost to Owner. c. Adhere flashings to compatible, dry, smooth, and solvent-resistant surfaces. 2. Membrane Flashings: a. Adhesive Application for Flashings: 1) Adhere flashing membranes to solvent resistant substrates. Cut interior and exterior corners and miters and hot-air weld into place. No bitumen shall be in contact with membrane. 2) Apply adhesive using solvent-resistant 3/4 inch (19 mm) nap paint rollers. Apply adhesive in smooth, even coatings with no holidays, globs, or similar irregularities. Coat only area that can be completely covered in same day's operations. Allow surface with adhesive coating to dry completely prior to installing flashing membrane. BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 13 - 07 5419 3) When surface is dry, cut flashing membrane to workable length and evenly coat underside with adhesive apply at Manufacturer's adhesive coverage rate requirements. 4) When adhesive has dried sufficiently to produce strings when touched with a dry finger, roll coated membrane onto previously coated substrate being careful to avoid wrinkles. Do not allow adhesive on underside of membrane to completely dry. Overlap adjacent sheets 3 inches (75 mm). Flashings shall extend 4 inches (100 mm) onto roofing membrane. Press bonded sheet firmly in place with hand roller. 5) Apply no adhesive in seam areas that are to be welded. b. Install fasteners and membrane fastenings plates at 12 inches (300 mm) on center with acceptable fasteners into structural deck at the base of parapets, walls, and curbs. Also install Sarnastop at the base of tapered edge strips and at transitions, peaks, and valleys according to Roofing Manufacturer's details: 1) Hurricane Bar: a) Provide inside 4 ft (1.20 m) perimeter peel stop (Hurricane Bar) required by Owner for all projects in all wind speed coverage areas. c. Extend flashings 8 inches (200 mm) minimum above roofing level unless otherwise accepted in writing by Owner's representative and Roofing Manufacturer. d. Terminate flashings according to Roofing Manufacturer's recommended details. e. Mechanically fasten flashing membranes along top edge through tin discs or pre-drilled, galvanized metal strip washers spaced at of 12 inches (300 mm) maximum on center. 3. Metal Flashings: a. Complete metal work in conjunction with roofing and flashings so that watertight condition exists daily. b. Install metal to provide adequate resistance to bending and allow for normal thermal expansion and contraction. c. Metal joints shall be watertight. d. Securely fasten metal flashings into solid wood blocking. Fasteners shall penetrate wood nailer one inch (25 mm) minimum. e. Airtight and continuous metal hook strips are required behind metal fascias. Fasten hook strips 12 inches (300 mm) on center into wood nailer or masonry wall. f. Counterflashings shall overlap base flashings 4 inches (100 mm) minimum. g. Metal Base Flashings: 1) Space adjacent sheets 1/4 inch (6 mm) apart. 2) Fasten ends of metal 6 inches (150 mm) on center. 3) Cover joint with 2 inch (50 mm) wide aluminum tape. 4) Hot-air weld 4 inch (100 mm) wide strip of flashing membrane over joint. h. Metal Edge Flashing: 1) Install as per requirements of ANSI/SPRI/FM 4435/ES-1, 'Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems'. 2) Fasten metal edge flashings with two rows of post-galvanized flat head annular ring nails, 4 inches (100 mm) on center staggered. 3) Space adjacent sheets of metal 1/4 inch (6 mm) apart. 4) Cover joint with 2 inch (50 mm) wide aluminum tape. 5) Sika Sarnafil Sarnaclad: a) Hot-air weld 4 inch (100 mm) wide strip of flashing membrane over joint. H. Temporary Cut-Off: 1. Construct temporary waterstops to provide one hundred (100) percent watertight seal: a. Make stagger of insulation joints even by installing partial panels of insulation. b. Carry new membrane into waterstop. c. Seal waterstop to deck or substrate so water will not travel under new or existing roofing. d. Seal edge of membrane in continuous heavy application of sealant as described above. e. When work resumes, cut-out contaminated membrane and dispose of off-site. 2. If inclement weather occurs while temporary waterstop is in place, provide labor necessary to monitor situation to maintain watertight condition. 3. If water is allowed to enter under newly completed roofing, remove affected area and replace at no additional cost to Owner. I. Walkway Rolls: BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 POLYVINYL-CHLORIDE ROOFING: PVC - 14 - 07 5419 1. Mark lines on membrane to determine location and direction(s) of walkway network. Membrane surface shall be clean. 2. Follow Manufacturer's written application instructions including adhesive coverage rate requirements. 3.5 FIELD QUALITY CONTROL A. Field Inspection: 1. Before Manufacturer's inspection for warranty, Installer must perform pre-inspection to review work and to verify flashing has been completed as well as application of caulking. 2. Final Roof Inspection: a. Arrange for Roofing Membrane Manufacturer's technical personnel to inspect roofing installation on completion. 3. Upon completion of roof inspection, provide certification that installation has been performed in accordance with Contract Document and Roofing Manufacturer requirements. B. Non-Conforming Work: 1. Correct all work not in compliance to Contract Documents at no additional cost to Owner. a. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements. b. Replace contaminated membrane. 2. Additional inspections will be performed to determine compliance of replaced or additional work with specified requirements at no additional cost to Owner. 3. Repair landscaped areas damaged by construction activities at no additional cost to Owner. 3.6 CLEANING A. Waste Management: 1. Perform daily clean-up to collect wrappings, empty container, paper, and other roofing waste debris from project site. 2. Upon completion, roofing waste materials must be disposed from site to dumping area legally authorized to receive such materials. 3. Complete site cleanup, including both interior and exterior building areas that have been affected by construction, to Owner's satisfaction. 3.7 PROTECTION A. General Contractor Responsibility: 1. Protection of roofing membrane from damage and wear from other trades from damage after completion of roof membrane. 2. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by Manufacturer of affected construction. B. Other: 1. It is expected that representatives of the roofing contractor will be abiding in a manner respectful to students, faculty, and employees of Brigham Young University-Idaho while on campus. END OF SECTION WATER REPELLENT 07 7180 - 1 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 SECTION 07 7180 – WATER REPELLENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Surface preparation and application of clear water repellent coating to the following vertical and nontraffic horizontal exposed surfaces. 1. Exterior face brick masonry. 2. Exterior travertine stone veneer panels. B. Related Sections: 1. Division 7 Section "Joint Sealants" for joint fillers and sealants. 2. Division 9 Section "Painting" for paints and coatings. 1.3 SUBMITTALS A. General: Submit the following according to the Conditions of Contract and Division 1 Specification Sections. B. Product data including manufacturer's specifications, surface preparation and application instructions, recommendations for water repellents for each surface specified, and protection and cleaning instructions. Include data substantiating that materials are recommended by manufacturer for applications indicated and comply with requirements. C. Certification by water repellent manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOC). D. Material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of water repellents with Performance Requirements specified in the "Quality Assurance" article. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who employs only persons trained and approved by water repellent manufacturer for installation of manufacturer's products. B. Manufacturer Qualifications: Finn experienced in manufacturing products similar to those indicated for this Project and that has a record of successful in-service performance. C. Regulatory Requirements: Comply with applicable rules of the pollution-control regulatory agency having jurisdiction in the Project locale regarding volatile organic compounds (VOC) and use of hydrocarbon solvents. WATER REPELLENT 07 7180 - 2 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 D. Performance Requirements: Indicate test results for water repellents on substrate simulating Project conditions, as close as possible. Use same materials and methods of application to be used on the Project. 1. Water Vapor Transmission: ASTM E 96. Comparison of treated and untreated specimens. 2. Water Penetration and Leakage Through Masonry: ASTM E 514. 1.5 PROJECT CONDITIONS A. Weather and Substrate Conditions: Do not proceed with application of water repellent (except with written recommendation of manufacturer) under any of the following conditions: 1. Ambient temperature is less than 40 deg F (4 deg C). 2. Substrate surfaces have cured for less than one month. 3. Rain or temperatures below 40 deg F (4 deg C) are predicted for a period of 24 hours. 4. Earlier than 24 hours after surfaces became wet. 5. Substrate is frozen or surface temperature is less than 40 deg F (4 deg C). 6. Windy condition such that repellent may be blown to vegetation or substrates not intended. 1.6 WARRANTY A. Warranty: Submit a written warranty, executed by the Applicator and water repellent manufacturer covering materials and labor, agreeing to repair or replace materials that fail to provide water repellency within the specified warranty period. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the contractor under the contract documents. 1. Warranty Period: 5 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following. 1. VOC Complying Water Repellents (Type): a. Aquatrete, Huls America (water-based silane, 100 percent solids, site mix 1:9 with water). b. Hydrozo Enviroseal 20, Hydrozo Inc. (water-based silane, 20 percent solids). c. Baracade M.E., Tamms Industries (water-based siloxane, 100 percent solids, site mix 1:9 with water). 2.2 WATER REPELLENTS A. VOC-Complying Water Repellents: Products certified by the manufacturer that they comply with local regulations controlling use of volatile organic compounds. WATER REPELLENT 07 7180 - 3 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 PART 3 - EXECUTION 3.1 PREPARATION A. Clean substrate of substances that might interfere with penetration or performance of water repellents. Test for moisture content, according to repellent manufacturer's instructions to ensure that surface is sufficiently dry. B. Test for pH level, according to repellent manufacturer 's instructions to ensure chemical bond to silicates minerals. C. Protect adjoining work, including sealant bond surfaces, from spillage or blow-over of water repellent. Cover adjoining and nearby surfaces of aluminum and glass where there is the possibility of the water repellent being deposited on surfaces. Cover live plants and grass. Immediately clean water repellent from adjoining surfaces, complying with manufacturer's cleaning recommendations. D. Coordination with Sealants: Do not apply water repellent until the sealants for joints adjacent to surfaces receiving water repellent treatment have been installed and cured. E. Test Application: Prior to performing water repellent work, including bulk purchase or delivery of products, apply to the masonry mock-up in a manner acceptable to the Architect to demonstrate the final effect (visual, physical, and chemical) of planned installation. Proceed with work only after Architect accepts test application or as otherwise directed. 3.2 INSTALLATION A. Apply a heavy-saturation spray coating of water repellent on surfaces indicated for treatment using low-pressure spray equipment. Comply with manufacturer's instructions and recommendations using airless spraying procedure unless otherwise indicated. B. Appl y a second saturation spray coating, repeating first application. Comply with manufacturer's instructions for limitations on drying time between coats and after rainstorm wetting of surfaces between coats. Consult manufacturer's technical representative if printed recommendations are not applicable to Project conditions. C. Remove protective coverings from adjacent surfaces. END OF SECTION 07 7180 BYU-Idaho Spori Annex Building Bid Set | November 27, 2019 ROOF ACCESSORIES 07 7200 - 5 F. Ladder-Assist Post: Roof-hatch manufacturer's standard device for attachment to roof-access ladder. 1. Operation: Post locks in place on full extension; release mechanism returns post to closed position. 2. Height: 42 inches (1060 mm) above finished roof deck. 3. Material: Steel tube. 4. Post: 1-5/8-inch- (41-mm-) diameter pipe. 5. Finish: Manufacturer's standard baked enamel or powder coat. a. Color: As selected by Architect from manufacturer's full range. G. Hardware: Galvanized-steel spring latch with turn handles, butt- or pintle-type hinge system, and padlock hasps inside and outside. 1. Provide two-point latch on lids larger than 84 inches (2130 mm). 2. Provide remote-control operation. 2.5 GENERAL FINISH REQUIREMENTS A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions, and other conditions affecting performance of the Work. B. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. C. Verify dimensions of roof openings for roof accessories. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Install roof accessories according to manufacturer's written instructions. 1. Install roof accessories level, plumb, true to line and elevation, and without warping, jogs in alignment, excessive oil canning, buckling, or tool marks. 2. Anchor roof accessories securely in place so they are capable of resisting indicated loads. 3. Use fasteners, separators, sealants, and other miscellaneous items as required to complete installation of roof accessories and fit them to substrates. 4. Install roof accessories to resist exposure to weather without failing, rattling, leaking, or loosening of fasteners and seals. B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. BYU Idaho Spori Annex Building Bid Set | November 27, 2019 ROLLER WINDOW SHADES 12 2413 - 1 SECTION 12 2413 - ROLLER WINDOW SHADES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Manually operated roller shades with single rollers. B. Related Requirements: 1. Section 06 1053 "Miscellaneous Rough Carpentry" for wood blocking and grounds for mounting roller shades and accessories. 2. Section 07 9200 "Joint Sealants" for sealing the perimeters of installation accessories for light- blocking shades with a sealant. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions for roller shades. B. Shop Drawings: Show fabrication and installation details for roller shades, including shadeband materials, their orientation to rollers, and their seam and batten locations. C. Samples: For each exposed product and for each color and texture specified, 10 inches (250 mm) long. D. Samples for Initial Selection: For each type and color of shadeband material. 1. Include Samples of accessories involving color selection. E. Samples for Verification: For each type of roller shade. 1. Shadeband Material: Not less than 10 inches (250 mm) square. Mark inside face of material if applicable. 2. Roller Shade: Full-size operating unit, not less than 16 inches (400 mm) wide by 36 inches (900 mm) long for each type of roller shade indicated. 3. Installation Accessories: Full-size unit, not less than 10 inches (250 mm) long. F. Roller-Shade Schedule: Use same designations indicated on Drawings. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. BYU Idaho Spori Annex Building Bid Set | November 27, 2019 ROLLER WINDOW SHADES 12 2413 - 2 B. Product Certificates: For each type of shadeband material, signed by product manufacturer. C. Product Test Reports: For each type of shadeband material, for tests performed by manufacturer and witnessed by a qualified testing agency. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For roller shades to include in maintenance manuals. 1.6 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Roller Shades: Full-size units equal to 5 percent of quantity installed for each size, color, and shadeband material indicated, but no fewer than two units. 1.7 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of products. B. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution. 1. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver roller shades in factory packages, marked with manufacturer, product name, and location of installation using same designations indicated on Drawings. 1.9 FIELD CONDITIONS A. Environmental Limitations: Do not install roller shades until construction and finish work in spaces, including painting, is complete and dry and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operating hardware of operable glazed units through entire operating range. Notify Architect of installation conditions that vary from Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. BYU Idaho Spori Annex Building Bid Set | November 27, 2019 ROLLER WINDOW SHADES 12 2413 - 3 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Subject to compliance with requirements, provide MechoShade Systems, Inc. “Mecho /5” or comparable product by one of the following: 1. Hunter Douglas Contract. B. Source Limitations: Obtain roller shades from single source from single manufacturer. 2.2 MANUALLY OPERATED SHADES WITH SINGLE ROLLERS A. Chain-and-Clutch Operating Mechanisms: With continuous-loop bead chain and clutch that stops shade movement when bead chain is released; permanently adjusted and lubricated. 1. Bead Chains: Manufacturer's standard. a. Loop Length: Full length of roller shade. b. Limit Stops: Provide upper and lower ball stops. c. Chain-Retainer Type: Clip, jamb mount. 2. Spring Lift-Assist Mechanisms: Manufacturer's standard for balancing roller-shade weight and lifting heavy roller shades. a. Provide for shadebands that weigh more than 10 lb (4.5 kg) or for shades as recommended by manufacturer, whichever criteria are more stringent. B. Rollers: Corrosion-resistant steel or extruded-aluminum tubes of diameters and wall thicknesses required to accommodate operating mechanisms and weights and widths of shadebands indicated without deflection. Provide with permanently lubricated drive-end assemblies and idle-end assemblies designed to facilitate removal of shadebands for service. 1. Roller Drive-End Location: As indicated on Drawings. 2. Direction of Shadeband Roll: Regular, from back of roller. 3. Shadeband-to-Roller Attachment: Manufacturer's standard method. C. Mounting Hardware: Brackets or endcaps, corrosion resistant and compatible with roller assembly, operating mechanism, installation accessories, and mounting location and conditions indicated. D. Roller-Coupling Assemblies: Coordinated with operating mechanism and designed to join up to three inline rollers into a multiband shade that is operated by one roller drive-end assembly. E. Shadebands: 1. Shadeband Material: As per schedule. 2. Shadeband Bottom (Hem) Bar: Steel or extruded aluminum. a. Type: Exposed with endcaps and integral light seal where bottom (sill) channels are indicated. b. Color and Finish: As selected by Architect from manufacturer's full range. F. Installation Accessories: 1. Front Fascia: Aluminum extrusion that conceals front and underside of roller and operating mechanism and attaches to roller endcaps without exposed fasteners. BYU Idaho Spori Annex Building Bid Set | November 27, 2019 ROLLER WINDOW SHADES 12 2413 - 4 a. Shape: L-shaped. b. Height: Manufacturer's standard height required to conceal roller and shadeband when shade is fully open, but not less than 3-3/4 inches. 2. Endcap Covers: To cover exposed endcaps. 3. Recessed Shade Pocket: Rectangular, extruded-aluminum enclosure designed for recessed ceiling installation; with front, top, and back formed as one piece, end plates, and removable bottom closure panel. a. Height: Manufacturer's standard height required to enclose roller and shadeband when shade is fully open, but not less than height indicated on Drawings. b. Provide pocket with lip at lower edge to support acoustical ceiling panel. 4. Closure Panel and Wall Clip: Removable aluminum panel designed for installation at bottom of site-constructed ceiling recess or pocket and for snap-in attachment to wall clip without fasteners. a. Closure-Panel Width: As indicated on Drawings. 5. Side Channels: With light seals and designed to eliminate light gaps at sides of shades as shades are drawn down. Provide side channels with shadeband guides or other means of aligning shadebands with channels at tops. 6. Bottom (Sill) Channel or Angle: With light seals and designed to eliminate light gaps at bottoms of shades when shades are closed. 7. Installation Accessories Color and Finish: As selected from manufacturer's full range. 2.3 SHADEBAND MATERIALS A. Shadeband Material Flame-Resistance Rating: Comply with NFPA 701. Testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. B. Light-Filtering Fabric: Woven fabric, stain and fade resistant. 1. Source: Roller-shade manufacturer; EcoVeil 1350 Shadecloth Collection or Architect approved equivalent. 2. Type: Thermoplastic Olefin (TPO). 3. Weave: Basketweave. 4. Roll Width: Up to 100 inches. 5. Orientation on Shadeband: Up the bolt. 6. Openness Factor: 5 percent at offices, 3 percent at classrooms. 7. Color: As selected by Architect from manufacturer's full range. 2.4 ROLLER-SHADE FABRICATION A. Product Safety Standard: Fabricate roller shades to comply with WCMA A 100.1, including requirements for flexible, chain-loop devices; lead content of components; and warning labels. B. Unit Sizes: Fabricate units in sizes to fill window and other openings as follows, measured at 74 deg F (23 deg C): 1. Between (Inside) Jamb Installation: Width equal to jamb-to-jamb dimension of opening in which shade is installed less 1/4 inch (6 mm) per side or 1/2-inch (13-mm) total, plus or minus 1/8 inch (3.1 mm). Length equal to head-to-sill or -floor dimension of opening in which shade is installed less 1/4 inch (6 mm), plus or minus 1/8 inch (3.1 mm). C. Shadeband Fabrication: Fabricate shadebands without battens or seams to extent possible except as follows: BYU Idaho Spori Annex Building Bid Set | November 27, 2019 ROLLER WINDOW SHADES 12 2413 - 5 1. Vertical Shades: Where width-to-length ratio of shadeband is equal to or greater than 1:4, provide battens and seams at uniform spacings along shadeband length to ensure shadeband tracking and alignment through its full range of movement without distortion of the material. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ROLLER-SHADE INSTALLATION A. Install roller shades level, plumb, and aligned with adjacent units according to manufacturer's written instructions. 1. Opaque Shadebands: Located so shadeband is not closer than 2 inches (51 mm) to interior face of glass. Allow clearances for window operation hardware. 3.3 ADJUSTING A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. 3.4 CLEANING AND PROTECTION A. Clean roller-shade surfaces after installation, according to manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that roller shades are without damage or deterioration at time of Substantial Completion. C. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. 3.5 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain motor-operated roller shades. END OF SECTION 12 2413 BYU Idaho Spori Annex Building Bid Set | November 27, 2019 SIMULATED STONE COUNTERTOPS 12 3661 - 1 SECTION 12 3661 - SIMULATED STONE COUNTERTOPS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Quartz agglomerate countertops and backsplashes. B. Related Requirements: 1. Section 12 3640 "Stone Countertops.” 1.3 ACTION SUBMITTALS A. Product Data: For countertop materials. B. Shop Drawings: For countertops. Show materials, finishes, edge and backsplash profiles, methods of joining, and cutouts for plumbing fixtures. C. Samples for Initial Selection: For each type of material exposed to view. D. Samples for Verification: For the following products: 1. Countertop material, 6 inches (150 mm) square. 2. One full-size solid-surface-material countertop, with front edge and backsplash, 8 by 10 inches (200 by 250 mm), of construction and in configuration specified. 3. One full-size quartz agglomerate countertop, with front edge and backsplash, 8 by 10 inches (200 by 250 mm), of construction and in configuration specified. 1.4 PROJECT CONDITIONS A. Field Measurements: Verify dimensions of countertops by field measurements after base cabinets are installed but before countertop fabrication is complete. 1.5 COORDINATION A. Coordinate locations of utilities that will penetrate countertops or backsplashes. Pr o u d m e m b e r o f : Ra d i a n t G U A R D ® Re f l e x - A i r TM Re f l e c t i v e B u b b l e I n s u l a t i o n S p e c i f i c a t i o n s Mu l t i p u r p o s e i n s u l a t i o n f o r b o t h r e s i d e n t i a l a n d c o m m e r c i a l a p p l i c at i o n s . P o l y e t h y l e n e b u b b l e s e n c a p s u l a t e a i r a n d s e r v e a s a c on d u c t i v e t h e r m a l b r e a k . M u l t i p l e la y e r s o f p o l y e t h y l e n e s e r v e a s a v a p o r b a r r i e r a n d a c o n v e c t i v e th e r m a l b r e a k . M e t a l i z e d p o l y e s t e r r e f l e c t i v e s u r f a c e s b l o c k 9 4% o f t h e r a d i a n t h e a t f r o m b o t h si d e s . Re f l e c t i v e / S I N G L E B u b b l e / Re f l e c t i v e Re f l e c t i v e / D O U B L E B u b b l e / Re f l e c t i v e Wh i t e P o l y / S I N G L E B u b b l e / Re f l e c t i v e White Poly / DOUBLE Bubble / Reflective Pr o d u c t D e t a i l s On e l a y e r o f p o l y e t h y l e n e b u b b l e s sa n d w i c h e d b e t w e e n t w o l a y e r s o f m e t - al i z e d p o l y e s t e r f i l m . Tw o l a y e r s o f p o l y e t h y l e n e b u b b l e s sa n d w i c h e d b e t w e e n t w o l a y e r s o f me t a l i z e d p o l y e s t e r f i l m . On e l a y e r o f p o l y e t h y l e n e b u b b l e s sa n d w i c h e d b e t w e e n o n e l a y e r o f w h i t e po l y e t h y l e n e a n d o n e l a y e r o f m e t a l i z e d po l y e s t e r f i l m . Two layers of polyethylene bubbles sandwiched between one layer of white polyethylene and one layer of metalized polyester film. No m i n a l T h i c k n e s s 3/ 1 6 ” 5/ 1 6 ” 3/ 1 6 ” 5/16” Fl a m e S p r e a d (A S T M E - 8 4 m o u n t i n g 2 5 9 9 ) <2 5 <2 5 <2 5 <25 Sm o k e D e v e l o p m e n t (A S T M E - 8 4 m o u n t i n g 2 5 9 9 ) <5 0 <5 0 <5 0 <50 Fi r e R a t i n g (N F P O / U B C ) Cl a s s A / C l a s s 1 Cl a s s A / C l a s s 1 Cl a s s A / C l a s s 1 Class A / Class 1 Li n e a r S h r i n k a g e No n e No n e No n e none De g r a d a t i o n 0 0 0 0 Pu n c t u r e R e s i s t a n c e 8. 0 9 a v e r a g e P S I 9. 6 7 a v e r a g e P S I 9. 6 7 a v e r a g e P S I 9.67 average PSI Wa t e r V a p o r T r a n s m i s s i o n (AS T M E - 9 6 ) 0. 0 0 p e r m s 0. 0 0 p e r m s 0. 0 0 p e r m s 0.00 perms Co n t a c t T e m p e r a t u r e R a n g e -6 0 d e g r e e s F t o +1 8 0 d e g r e e s F -6 0 d e g r e e s F t o +1 8 0 d e g r e e s F -6 0 d e g r e e s F t o +1 8 0 d e g r e e s F -60 degrees F to +180 degrees F Re f l e c t i v i t y / E m i t t a n c e (A S T M C 1 3 7 1 ) 0. 9 4 ( 9 4 % ) / 0 . 0 6 ( 6 % ) 0. 9 4 ( 9 4 % ) / 0 . 0 6 ( 6 % ) 0. 9 4 ( 9 4 % ) / 0 . 0 6 ( 6 % ) 0.94 (94%) / 0.06 (6%) Ra d i a n t G U A R D ® R e f l e x - A i r TM r e f l e c t i v e b u b b l e i n s u l a t i o n p r o d u c t s a r e i d e a l f o r m e t a l a n d s t e e l bu i l d i n g s , s u c h a s w a r e h o u s i n g , m a n u f a c t u r i n g p l a n t s , p o l e b a r n s a n d p o s t f r a m e c o n s t r u c t i o n s , c r a w l sp a c e s , b a s e m e n t s , t r a n s p o r t a t i o n , c o l d c h a i n m a n a g e m e n t , r a d i a n t h e a t f l o o r i n g , a n d o t h e r l o c a t i o n s . Phone: (866) 528-8412 toll free Ma n u f a c t u r i n g c a p a b i l i t i e s i n c l u d e : 16 ” , 2 4 ” , 4 8 ” , a n d 7 2 ” w i d t h s St r a i g h t e d g e a n d s t a p l e t a b e d g e Ma d e i n t h e U . S . A . Re f l e x - A i r r e f l e c t i v e b u b b l e i n s u l a t i o n i s a n i n d u s t r i a l i z e d p r o d u c t t h a t is m a n u f a c t u r e d t o l a s t a n d m a i n t a i n t h e e n c l o s e d a i r s p a c e . T h e bu b b l e l a y e r s a r e s e a l e d w i t h m u l t i p l e l a y e r s o f p o l y e s t e r c r e a t i n g cl o s e d a i r b u b b l e s w h i c h p r e v e n t t h e l o s s o f a i r . Pl e a s e r e f e r t o o u r w e b s i t e f o r s p e c i f i c a p p l i c a t i o n R - V a lu e s o r A S H R A E 9 0 . 1 f o r a s s e m b l y s y s t e m c a l c u l a t i o n s . We b s i t e : w w w . R a d i a n t G U A R D . c o m BYU Idaho - Spori Annex Addendum 3 Questions from Steel Fabricator: Sheet SE-001: General Notes: Structural Steel #5 Welded Connections F. Field welds may be welded in the shop at contractor’s option. Shop welds shall not be welded in the field. Sheet SE-002: General Notes: Masonry #2. Materials a. Concrete Masonry Units shall have a minimum compressive strength of 2000 psi. b. Masonry Brick shall have a minimum compressive strength of 10,000 psi. c. No comment d. Grout for masonry shall have a minimum compressive strength of 3000 psi. #3. Walls c. All walls shall conform to walls with joint reinforcing. Sheet SE-004: Base Plate Schedule: BP-11, Base plates at exterior foundation wall piers of building shall be type C plates and interior BP-11 base plates shall be type B plates. Sheet SE-101 1. Elevation 100’-0” on structural sheets shall be equal to Elevation 0’-0” on the architect’s drawings. The finished floor elevation shall be 100’-0”. 2. Steel Question 3: The concrete piers shall be centered below steel columns and footings shall be centered below columns unless noted otherwise. See the details for elevations where the columns bear on piers and the plan where columns bear on footings. 3. The footings at grid 2-F and 5-F shall be centered below the columns. 4. The detail cut near grid 01.2 and F shall be D2/SE-502. 5. The detail cut on grid 1 near grid F shall be D5/SE-502. 6. The detail cut above grid G and to the right of grid 1 shall be deleted. 7. Dimensions between grids 1-6 added. Sheet SE-121 1. Deck Bearing Elevations shall be as follows: Main Roof Grid 1 and 6 DBE = 115’-0” Grid 1.2 and 5.8 DBE = 115’-2 3/16” Grid 2 and 5 DBE = 115’-9-3/16” Grid 3 and 4 DBE = 115’ - 11-3/8” Clerestory Roof Grid 3 and 4 DBE = 121’ 6” 2. Grid 6 shifted 1” towards grid 5.8 to match distance between grid 1 and 1.2. 3. Detail C1/SE-522 was cut along w21x57 beam at 4 locations at the north and south sides of the building. 4. Detail C2/SE-522 was cut at grid 1 between grids E & F and cut at grid 6 between grids C & D. 5. Detail 10/SS-503 was cut at entry for soffit framing. 6. Note 8 was added to address attachment of roof deck to masonry wall. Sheet SS-503 1. Detail 10 added. HV A C HV A C HV A C HV A C W 2 N D S S 1ST E W. V . W.V . W. V . W. V . W. V . W. V . SC SC SC SC SCSC SC SC SC 2 2 2 2 1 1 1 1 1 1 3 3 4 3 3 3 3 1 1 1 1 4 4 4 4 4 4 1 1 1 5 5 5 1 1 6 6 6 1 7 7 7 7 7 7 7 7 7 7 7 6 6 5 5 5 3 4 4 4 4 4 4 4 4 4 4444 44 4 4 4 4 4 4 9 4 4 4 4 10 SC S C S C SC SC S C SC SC SC SC SC SC SC SC SC 5 5 4 4 4 8 8 8 8 9 5 4 4 1 2 3 4 5 6 7 8 9 10 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. SC SC SC SC W.V. REMOVE AND REPLACE EXISTING MANHOLE REMOVE EXISTING CURB AND CONCRETE REMOVE EXISTING ASPHALT IN CROSS HATCHED AREA REMOVE AND REPLACE EXISTING STEAM LINE FROM CAP IN DEMOLITION PLAN TO EXISTING VAULT OUTSIDE OF SPORI SEE MECHANICAL PLAN FOR DETAILS RETAIN AND PROTECT REMOVE EXISTING STORM DRAIN SYSTEM REMOVE EXISTING LANDSCAPING TO TOP OF SUB GRADE SAW CUT AND REPAIR SAW CUT AT NEAREST JOINT EXISTING STEAM VAULT PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C100 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L DE M O SH E E T 8.00' REMOVE EXISTING IRRIGATION MANHOLE AND REPLACE WITH REGULAR IRRIGATION BOX. TREE HAS BEEN CUT TO A STUMP. CONTRACTOR TO REMOVE STUMP AND AS MUCH OF THE ROOTS AS POSSIBLE . REMOVE LIGHT CUT RETAILING WALL AT AN ANGLE STARTING AT THE WALK AND ANGLING DOWN TO THE PROPOSED TBC. ALL RAILING TO BE RETAINED AND PROTECTED. SEE DETAIL ON SHEET C-101. ALL ASPHALT AND/OR PAVERS BEHIND WALL TO BE REMOVED. EXISTING FRENCH DRAIN/ INJECTION WELL TO BE CAPPED AND REMAINING STRUCTURE REMOVED TO ENSURE ROOM FOR NEW 24" STORM PIPE 1/28/2020 11/27/19BID DOCUMENT 1/28/2020 6" R = 1/2" 6" 1" 4" R = 1" 1' 1/2" 6"1" 6" 24" 2.00' 4" 4" -2.0% CURB AND GUTTER1.00' -2.0% CURB AND GUTTER VARIES 1.00' 4" 8.00' 3 - #4 REBAR EVENLY SPACED 6" VERTICAL LIP DOWN CURB NTS 2' CONCRETE APRON DETAIL NTS PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C101 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L UT I L I T Y A N D CO N C E T E 4'x4' CONCRETE STORM WATER VAULT END VIEW NTS 1.5" 12" MANUAL WHEEL MANUAL WHEEL HINGED ACCESS LID SEE NOTEHINGED ACCESS LID SEE NOTE SLIDE GATE SCREW ANCHOR 12" ADS N 12 STORM PIPE 12" ADS N 12 INLET STORM PIPE 12" ADS N 12 OUTLET STORM PIPE 4'x4' CONCRETE STORM WATER VAULT SECTION VIEW NTS 11/27/19BID DOCUMENT LID NOTE PCM-4 BILCO LID. SEE STORM WATER VAULT LID 2 THE TAYLOR BUILDING FOR REFERENCE. LID MUST BE APPROVED BY BYU-I PRIOR TO INSTALLATION. THICKENED END SIDEWALK NTS RETAINING WALL DEMO DETAIL NTS PROPOSED CURB AND GUTTER PROPOSED TOP OF RETAINING WALL AFTER SAW CUT. CHAMFER TOP OF WALL ON BOTH SIDES. TOP OF EXISTING RETAINING WALL RETAIN AND PROTECT ALL RAILING EXISTING BUILDING PAVERS AND ASPHALT BEHIND WALL TO BE REMOVED 1/28/2020 1/28/2020 W 2 N D S S 1ST E W. V . -3.84% -4.01% -3.57% -1.99% 4 8 8 7 4 8 8 6 4 8 8 5 4 8 8 4 4 8 9 1 4 8 8 9 4 8 9 4 4 8 9 3 4 8 9 6 4 8 9 5 -4.21% -4.93% -3.76% -2.85% -2. 4 7 % -2 . 4 0 % -1.92% 4 8 9 4 4890 4887 4 8 8 5 4 8 8 5 4 8 8 4 4 8 8 7 4 8 8 6 48 8 8 4 8 9 5 4 8 9 4 4 8 9 3 48 9 2 4 8 8 8 4 8 9 0 4 8 9 2 NEW PROPOSED STEAM LINESC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C SC SC SC SC SC SC SC SC SC SC S C -4.61% 4 8 8 8 4 8 8 9 4 8 9 0 48 8 6 S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C -2.2 1 % -3.36% -3.00% -3. 2 2 % -5.06% - 4 . 9 5 % 4896.00 FF 4893.28 TBC-PI 4896.00 TSW-PI 4889.82 TBC-PI 4882.95 TBC-PI-LP 4883.04 TBC-PI 4883.12 TBC-PI 4884.70 TBC-PI 4885.10 TBC-PC 4896.73 TBC-PI 4886.35 TBC-PI 4891.11 TBC-PI 4890.89 TBC-PI 4885.98 TBC-PI 4890.70 TBC-PI 4896.63 TBC-PI 4894.12 TSW-ADA-BEGIN 4896.00 TSW-PI 4896.22 TBC-PI 4893.38 TSW 4895.81 TSW-PC 4895.90 TSW-PC 4896.00 TSW-PC 4895.90 TSW-PI 4894.10 TSW 4896.55 TBC-PC 4890.04 TSW-ADA-BEGIN 4892.05 TSW-ADA-BEGIN 4893.95 TSW-ADA-END 4894.48 TSW-ADA-BEGIN 4894.80 TSW-PI 4895.74 TSW-ADA-END 4892.21 TSW-ADA-BEGIN 4894.91 TBC-PC 4890.10 TSW-PC 4890.15 TSW-PC 4890.39 TSW-PC 4890.34 TSW-PC 4889.09 TSW-MATCH 4889.91 TSW-PC 4888.05 TSW-PC 4884.76 TSW-PC 4885.00 TSW-PI 4885.26 TSW-MATCH 4883.93 TSW-MATCH 4884.21 TSW-PC 4884.48 TBC-PC 4884.36 TSW-PC 4883.85 TSW-PC 4883.63 TSW-PC 4883.02 TSW-PC 4882.00 TSW-MATCH 4882.47 TSW-MATCH 4890.42 TSW-PC 4890.58 TSW 4890.87 TSW 4890.54 TSW-PC 4890.62 TSW-MATCH 4895.90 TSW-ADA-END 4891.92 TSW-PI 4892.08 TSW-PI 4891.92 TSW-PI 4892.14 TSW-PI 4892.13 TSW-MATCH 4891.92 TSW-MATCH 4891.03 TSW-PC 4896.00 TSW-PI 4896.00 TSW-PI 4894.04 VG-PI 4894.04 VG-PI 4893.92 VG-BTM 4894.27 VG-BTM 4891.57 TSW-PC 4890.18 TSW-PC 4895.99 TSW-PC 4895.97 TSW-PC 4895.42 TBC-PC 4895.38 TBC-PC 4896.00 TSW-PC 4890.25 TSW-MATCH 4890.11 TSW-PC 4889.78 TSW-PC 4893.90 TSW-PI 4889.78 TSW-MATCH 4889.54 TSW-MATCH 4888.87 TSW-MATCH 4893.96 TBC 4895.73 TSW 4894.36 TBC 4894.46 TBC 4894.93 TBC 4896.11 TBC-PI 4895.69 TSW-PC 4891.80 TBC-PI 4891.80 GB 4891.89 TSW-ADA-END 4892.06 TSW 4898.77 TOP 4885.56 TBC-PC 4886.50 TOP 4885.00 TOP 4895.73 TSW 4895.90 TSW-PI 4894.55 TOA-MATCH 4894.60 TOA-MATCH 4894.65 TOA-MATCH 4894.31 TOA-MATCH 4892.12 TBC-PI 4893.65 TBC-PI 4895.61 TBC-PI 4891.13 TBC-MATCH 4893.66 TBC-MATCH 4892.34 TBC-PC 4893.57 TBC-PC 4896.47 TBC-PC 4895.69 TSW-PC 4897.70 TSW-PC 4897.50 TSW-MATCH 4894.33 VG-PI 4895.94 TSW-PC 4895.92 TSW-PC 4894.92 TBC END 4895.72 TBC-PC 4895.38 TBC END 4897.01 TBC-PC 4897.13 TBC 4896.60 TBC-PC 4898.12 TBC-PC ??? TBC-PC 4898.75 TBC-PC 4897.31 TBC-PC 4895.58 TSW-PC 4895.54 TSW-PC 4895.23 TSW-PC 4895.37 TSW-PC 4895.08 TSW-PC 4894.96 TSW-PC 4894.34 VG-PI 4893.50 TOP 4896.64 TOP 4897.34 TBC-PI 4885.85 TBC-PI 4885.98 TBC-PI 4882.74 TSW-PC 4882.70 TSW-PC 4897.34 TBC-PI-HP 4896.84 TBC 4895.76 TBC 4897.07 TBC-PI-LP 4897.13 TBC-PI 4897.16 TBC-MATCH 4896.58 TBC END 4896.55 TBC-PC 4894.92 TBC-PC 4894.84 TBC-LP 4895.61 TBC-PI 4894.96 TBC 4896.51 TBC-PC -2 . 0 2 % 4896.22 TOA 4898.22 TBC-MATCH 4898.22 TBC-MATCH 4897.84 TBC-MATCH 4897.85 TBC-MATCH NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. PARKING LOT SECTION 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 24" MIN. DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 3" DEPTH ASPHALT PLANT MIX STORM WATER INFORMATION: PRECIPITATION FACTOR: 0.90 INTENSITY: 1.0" PARKING LOT AREA: 37,800 SQ. FT. BUILDING AREA: 9,350 SQ. FT. TOTAL AREA: 47,150 SQ. FT. BUILDING VOLUME DIRECTED TO EXISTING BYUI STORM SYSTEM: 695 CU. FT. PARKING LOT AREA DIRECTED TO THE CITY SYSTEM WITH SLOW RELEASE: 2,810 CU. FT. TOTAL SITE VOLUME: 3,505 CU. FT. PROPOSED BUILDING: FF: 4896.00' LEGEND EXISTING CATCH BASIN EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXIST. CURB & GUTTER PROPERTY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXISTING UNDERGROUND POWER EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING GAS SERVICE EXISTING MAJOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING CONCRETE RETAIN AND PROTECT LANDSCAPING EXISTING BUILDING RETAIN AND PROTECT EXISTING ASPHALT EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN EXISTING POWER POLE SC SC SC SC EXISTING STEAM CONDUIT EXISTING IRRIGATION HVAC HVAC EXISTING HVAC W.V. PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED GAS LINE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C102 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L GR A D I N G SH E E T GEOTEXTILE (SUBGRADE SEP. CL. 2) CURB CUT FOR APPROACH AS NEEDED AND REPLACE CONCRETE WALK TO MATCH. 24.00' TBC-TBC 24.00' TBC-TBC37.00' TBC-TBC PROPOSED CATCH BASIN PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM DRAIN 1/28/2020 11/27/19BID DOCUMENT 1/28/2020 HV A C HV A C HV A C HV A C W 2 N D S S 1ST E W. V . W. V . W. V . W. V . W. V . W. V . SC SC SC SC S C S C SC SC SC Install 46' of 12" ADS N 12 Storm Pipe @ 5.39% NEW PROPOSED STEAM LINESC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC SC S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C SC SC SC SC SC SC SC SC SC SC S C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 2 7 9 9 9 9 9 9 9 10 10 10 10 1010 10 11 11 13 13 14 14 14 14 14 14 14 14 14 14 15 16 16 16 13 17 17 18 20 14 55 55 5 1 14 21 5 22 22 22 22 22 22 22 22 8 23 23 23 23 23 6 24 25 25 25 3 3 3 3 3 19 3 22 2 19 5 5 14 20 12 99 1 Install 235' of 12" ADS N 12 Storm Pipe @ 3.47% 55 5 S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C S C Install 25' of 12" ADS N 12 Storm Pipe @ 3.45% 5 Install 100' of 12" ADS N 12 Storm Pipe @ 2.33% Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 82' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ -0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of SOLID 24" ADS N 12 Storm Pipe @ 0.05% 5 26 26 1 1 27 21 8 9 10 10 10 1 1 1 1 1717 17171717 17 11 1 9 9 9 9 9 10 1 3 28 28 3 1429 S C S C S C S C S C S C SC SC SC SC SC SC SC SC SC 24 26 26 26 SD CB #1 GRATE:4882.45 S INV IN:4879.58 N INV OUT:4879.25 EX SD MH 1 GRATE:4893.55 N INV OUT:4887.62 PROPOSED SSMH Rim:4897.48 SD MH 1 Rim:4878.36 INV IN:4875.36 INV OUT:4875.36 STORM WATER VUALT GRATE:4881.45 S INV IN:4878.39 N INV OUT:4877.83 SD CB #2 GRATE:4886.67 N INV OUT:4881.00 EX SD MH 2 Rim:4873.10 INV IN:4867.20 Install 20' of 6" ADS N 12 Storm Pipe @ 4.98% Install 51' of 6" ADS N 12 Storm Pipe @ 2.10% Install 227' of 8" ADS N 12 Storm Pipe @ 5.20% Install 9' of 8" ADS N 12 Storm Pipe @ 4.76% Install 9' of 8" ADS N 12 Storm Pipe @ 3.98% 31 31 31 31 5 3 2 6 8 4 7 10 11 9 12 13 14 15 16 5 1 17 18 19 20 21 22 23 24 25 23 26 27 28 29 30 31 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 5.ALL STRIPING TO BE INSTALLED PER MUTCD STANDARDS. 6.CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7.ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8.ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN. 9.ALL CONCRETE WITH HEAT MELT TO BE STAMPED WITH STAMP PROVIDED BY OWNER. 0101-01 RETAIN AND PROTECT EXISTING UTILITY 0101-03 RETAIN AND PROTECT EXISTING ASPHALT AND CONCRETE 0201.4.1.E.1-01 REMOVE EXISTING UTILITY 0706.4.1.A.5-01 INSTALL STANDARD 6" CATCH CURB AND GUTTER PER ISPWC-701 0101-02 RETAIN AND PROTECT EXISTING TREE SC SC SC SC W.V. 0201.4.1.F.1-01 SAW CUT, REMOVE AND REPAIR OF EXISTING CONCRETE OR ASPHALT 0602.4.1.F.1-01 INSTALL CATCH BASIN TYPE I PER ISPWC SD 601 0602.4.1.B.1-02 INSTALL STORM VAULT WITH SLIDE GATE PER DETAIL ON SHEET C101 0602.4.1.A.1-01 INSTALL STORM DRAIN MANHOLE TYPE A PER ISPWC 612 0706.4.1.A.5-02 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON SHEET C101 0706.4.1.A.5-03 INSTALL 2.5' CATCH CURB AND GUTTER PER ISPWC 701 0706.4.1.D.1-01 INSTALL CONCRETE STEPS REFER TO AE 502 DETAILS 2, 3, AND 5 0706.4.1.E.1-06 INSTALL 6" CONCRETE SIDEWALK PER BYU-I SPEC W/ HEAT MELT IN WALK SEE MECHANICAL PLANS FOR DETAILS 0706.4.1.B.1-01 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD 708 0706.4.1.H.1-01 INSTALL CONCRETE PEDESTRIAN RAMP INCLUDING RAILING PER ADA STANDARD 0706.4.1.H.1-02 INSTALL PEDESTRIAN RAMP WITH DETECTABLE WARNING DOMES PER ADA STANDARDS 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% 2030.4.1.D.1-01 INSTALL STEAM LINE. SEE MECHANICAL FOR DETAILS. 2030.4.1.D.1-02 INSTALL GAS SERVICE LINE TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS. INVERT ELEVATION: 4893.00 REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE AND REPLACE EXISTING MANHOLE INSTALL GREASE TRAP. SEE MECHANICAL FOR CONNECT AND TRAP DETAIL 0706.4.1.A.6-01 INSTALL PRIVATE MONUMENT SIGN. SEE LANDSCAPE DESIGN. 24.00' TYP. 8.00' 8.00' 17.00' 138.94' 1102.4.1.A.1-01 INSTALL STREET LIGHT PER BYU-I STANDARDS SEE ELECTRICAL PLANS FOR DETAILS 2050.4.1.A.1-01 INSTALL TREE SEE LANDSCAPE PLANS FOR DETAILS 0404.4.1.A.1-02 INSTALL 2" WATER SERVICE LANDSCAPE ROCK (SEE LANDSCAPE DESIGN) 0706.4.1.E.1-02 INSTALL 2' WIDE CONCRETE APRON PER DETAIL ON SHEET C101 TIE INTO EXISTING STEAM VAULT 0706.4.1.E.1-08 INSTALL 8" CONCRETE SIDEWALK FOR FIRE LANE PER BYU-I SPEC W/ HEAT MELT IN WALK SEE MECHANICAL PLANS FOR DETAILS SAW CUT AT NEAREST JOINT ADA LANDING ADA LANDING ADA LANDING SAW CUT AND REMOVE EXISTING CURB CUT AND REPLACE CURB @ ENTRANCE WITH REGULAR HIGH BACK CURB TO MATCH EXISTING GRADE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C103 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BR I G H A M Y O U N G UN I V E R S I T Y - I D A H O SP O R I A N N E X CI V I L UT I L I T Y A N D CO N C E T E INSTALL 12" BY 12" ADS N 12 TEE INSTALL 12" BY 24" ADS N 12 TEE INSTALL 24" BY 4" REDUCING TEE. CAP 24" AND USE 4" FOR CLEANOUT PORT 1104.4.1.A.1-01 INSTALL PAVEMENT MARKINGS PER MUTCD STANDARDS 0706.4.1.F.1-01 INSTALL APPROACH PER ISPWC SD710-B CURB CUT FOR APPROACH AS NEEDED AND REPLACE CONCRETE WALK TO MATCH. ADD GRADE RINGS TO RAISE TO V.G. BTM ELEVATION ON SHEET C102 0706.4.1.A.5-05 INSTALL CURB TERMINUS PER ISPWC SD-707 24.00' TBC-TBC 24.00' TBC-TBC37.00' TBC-TBC 20.00' TYP. 10.00' TYP. REMOVE EXISTING IRRIGATION MANHOLE AND REPLACE WITH REGULAR IRRIGATION BOX. 4" THICK BY 5' BY 7' CONCRETE FOR BICYCLE RACK. RACK TO BE 2' FROM EDGE OF SLAB AND 5' IN LENGTH. 0706.4.1.E.1-08 INSTALL THICKENED EDGE CONCRETE SIDEWALK PER DETAIL ON SHEET C101 PROPOSED MOTORCYCLE PARKING NEW GAS LINE TO BE INSTALLED AFTER EXISTING METER. SEE MECHANICAL FOR DETAIL. 0401.4.1.A.1-06-P INSTALL 6" WATER PIPE PVC C-900 INSTALL 12" BY 24" ADS N 12 REDUCER INSTALL 8" TEE INSTALL 8"X6" REDUCER INSTALL 8"X6" REDUCER EXISTING FRENCH DRAIN/ INJECTION WELL TO BE CAPPED AND REMAINING STRUCTURE REMOVED TO ENSURE ROOM FOR NEW 24" STORM PIPE INSTALL 4" WASTE LINE AND 18" FRENCH DRAIN. SEE MECHANICAL FOR DETAIL. 0901.4.1.A.1-06 INSTALL 6" IRRIGATION SLEEVE. STAMP "IC" ABOVE ANY IRRIGATION CONDUITS WITHIN 6" OF BOTH EDGES OF WALK OR CENTERED IN CURB IF NO WALK. STAMP TO BE BORROWED FROM OWNER. 1/28/2020 11/27/19BID DOCUMENT 1/28/2020 S C A L E : 1 " = 2 0 ' - 0 " - 2 4 " x 3 6 " s h e e t s i z e I L C E N S E D L A N D S C A P E A R CHITEC T S T A T E O F I D A H O DAV I D V A N W E A V E R L A - 7 6 * * 0 2 0 4 0 6 0 8 0 1 0 0 LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : A B12 3 C D 4 5 R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINA SPORIMOPSINK S 1 S T E W.V.C L A R K E C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 4 C H A N G E S S H E E T L 1 0 3 0 1 - 1 5 - 2 0 5 A D D E N D U M # 0 0 3 0 1 - 2 7 - 2 0 L A N D S C A P E P L A N T I N G P L A N M I N I M U M A R E A L E G E N D O F N E W B L U E G R A S S A R E A O F A N N U A L P L A N T I N G S A n n u a l p l a n t i n g s b y o w n e r ; s o i l i n p l a n t i n g a r e a b y c o n t r a c t o r . N O T E S : 1 . 0 1 - 2 7 - 2 0 N e w s o d d e d l a w n s h o w n s h a l l b e K e n t u c k y B l u e g r a s s s o d . S e e s i t e , m e c h a n i c a l , e l e c t r i c a l a n d s p r i n k l e r p l a n s f o r i n f o r m a t i o n a b o u t o t h e r w o r k . 2 . 3 . 4 . n e w b l u e g r a s s s o d d e d l a w n t o r e p a i r d a m a g e . U s e s o d c u t t e r t o c u t e x i s t i n g R e p a i r d a m a g e t o e x i s t i n g l a w n s c a u s e d b y c o n s t r u c t i o n . U s e n e w t o p s o i l a n d l a w n s a n d t o f o r m j o i n t f o r p a t c h i n g w i t h n e w s o d . Landscape Planting Plan O F L 1 0 1 9 5 9 T o t a l S h e e t s AR G S P I QM T G D F L M 5/G1 22/G2 3 0 / G 3 3/G4 36/G6 13/G7 A R E A O F 3 " M I N E R A L M U L C H G S G S G S G S QM TG T G A R P I P I G MMMKKK F L E B F F M F F F F H TG TG M FF CS C S GG K K G S S O D D E D L A W N C LLL L L L L L L B L L L L L 3/G4 12/G513/G7 17/G1 36/G1 8/G512/G7 12/G718/G2 28/G6 EXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWN EXISTINGLAWNEXISTINGLAWN EXISTINGLAWNEXISTINGTREE, TYPKKK A R R E M O V E E X I S T I N G C O N C R E T E M A N H O L E M i n e r a l m u l c h s h a l l b e e q u a l t o 1 - 1 / 4 " - 1 / 1 2 " B l a c k a n d T a n a v a i l a b l e f r o m W o l v e r i n e M u l c h . 5 . 31/G3 P A PA D S PL N O F F I B E X I S T I N G S H R U B S T O R E M A I N H K K K KA J AAAAA K K I M H N O H H H H H I n s t a l l o r g a n i c m u l c h 3 " d e e p t h r o u g h o u t a l l a r e a s w h e r e s h r u b a n d p e r e n n i a l p l a n t i n g s a r e s h o w n . 6 . AA P L A N T L I S T Q u a n t K e y B o t a n i c a l N a m e C o m m o n N a m e S i z e T R E E S 3 A R A c e r r u b r u m ' A u t u m n S p i r e ' A u t u m n S p i r e R e d M a p l e 2 " B & B 2 C S C r a t a e g u s x m o r d e n s i s ' S n o w b i r d ' S n o w b i r d H a w t h o r n e 2 " B & B 6 G S G l e d i t s i a t r i a c a n t h o s ' S k y l i n e ' S k y l i n e H o n e y l o c u s t 2 " B & B 2 P A P i c e a p u n g e n s C o l o r a d o S p r u c e 6 ' - 8 ' B & B 3 P I P i n u s n i g r a A u s t r i a n P i n e 6 ' - 8 ' B & B 1 P L P i n u s s t r o b u s ' F a s t i g i a t a ' E a s t e r n W h i t e P i n e 6 ' - 8 ' B & B 1 D S P i n u s s y l v e s t e r i s S c o t c h P i n e 6 ' - 8 ' B & B 2 Q M Q u e r c u s x m a c r o c a r p a ' H e r i t a g e ' H e r i t a g e B u r O a k 2 " B & B 5 T G T i l i a c o r d a t a ' G r e e n s p i r e ' G r e e n s p i r e L i n d e n 2 " B & B S H R U B S 8 A B e r b e r i s t . ' R o y a l C l o a k ' R o y a l C l o a k B a r b e r r y 5 g a l . 1 2 - 1 8 " 3 B C o r n u s a l b a ' I v o r y H a l o ' V a r i e g a t e d T a t a r i a n D o g w o o d 5 g a l . 1 8 - 2 4 " 1 C E u o n y m u s a l a t a ' C o m p a c t a ' D w a r f W i n g e d E u o n y m u s 5 g a l . 1 8 - 2 4 " 1 D F o r s y t h i a x i n t e r m e d i a ' S u n r i s e ' S u n r i s e F o r s y t h i a 5 g a l . 1 8 - 2 4 " 1 E P h y s o c a r p u s o p u l i f o l i u s ' D i a b l o ' D i a b l o N i n e b a r k 5 g a l . 1 8 - 2 4 " 6 F R o s a ' K n o c k o u t ' K n o c k o u t B u s h R o s e 5 g a l . 1 2 - 1 8 " 3 G R o s a ' R a i n b o w K n o c k o u t ' R a i n b o w K n o c k o u t R o s e 5 g a l . 1 2 - 1 8 " 1 H R o s a ' S u n n y K n o c k o u t ' S u n n y K n o c k o u t R o s e 5 g a l . 1 2 - 1 8 " 7 I R o s a x ' M o r d e n F i r e g l o w ' M o r d e n R e d B u s h R o s e 2 g a l . 1 2 - 1 8 " 3 J R o s a x ' M o r d e n B l u s h ' M o r d e n P i n k B u s h R o s e 2 g a l . 1 2 - 1 8 " 1 8 K S p i r a e a b u m a l d a ' A n t h o n y W a t e r e r ' A n t h o n y W a t e r e r S p i r a e a 5 g a l . 1 2 - 1 8 " 7 L S p i r a e a b u m a l d a ' G o l d F l a m e ' G o l d F l a m e S p i r a e a 5 g a l . 1 2 - 1 8 " 7 M S p i r a e a b e t u l i f o l i a ' T o r ' T o r B i r c h l e a f S p i r a e a 5 g a l . 1 2 - 1 8 " 2 N S y r i n g a v u l g a r i s ' Y a n k e e D o o d l e ' Y a n k e e D o o d l e L i l a c 5 g a l . 1 8 - 2 4 " 2 O V i b u r n u m d e n t a t u m ' B l u e M u f f i n ' B l u e M u f f i n V i b u r n u m 5 g a l . 1 8 - 2 4 " G R O U N D C O V E R 5 8 G 1 D e l p h i n i u m g r a n d i f l o r u m ' S u m m e r M o r n i n g ' S u m m e r M o r n i n g D e l p h i n i u m 1 g a l . 4 0 G 2 E c h i n a c e a p u r p u r e a P u r p l e C o n e f l o w e r 4 " p o t . 6 1 G 3 G a i l l a r d i a x - g r a n d i f l o r a ' A r i z o n a S u n ' A r i z o n a S u n B l a n k e t F l o w e r 1 g a l . 6 G 4 H e l i c t o t r i c h o n s e m p e r v i r e n s ' S a p p h i r e ' S a p p h i r e B l u e O a t G r a s s 1 g a l . 2 0 G 5 P e n s t e m o n ' D a r k T o w e r s ' D a r k T o w e r s P e n s t e m o n 1 g a l . 6 4 G 6 S a l v i a ' F a s h i o n i s t a S w e e t P e t i t e ' S w e e t P e t i t e S a g e 1 . g a l . 5 0 G 7 V e r o n i c a l o n g i f o l i a ' F i r s t L a d y ' F i r s t L a d y S p e e d w e l l 1 g a l . I N S T A L L O R G A N I C M U L C H 3 " D E E P I N T H I S A R E A 5 5 5 5 5 5 5 5 5 S C A L E : 1 " = 2 0 ' - 0 " - 2 4 " x 3 6 " s h e e t s i z e I L C E N S E D L A N D S C A P E A R CHITEC T S T A T E O F I D A H O DAV I D V A N W E A V E R L A - 7 6 * * 0 2 0 4 0 6 0 8 0 1 0 0 LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : A B12 3 C D 4 5 R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINA SPORIMOPSINK S 1 S T E W.V.C L A R K E C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 4 C H A N G E S S H E E T L 1 0 3 0 1 - 1 5 - 2 0 5 A D D E N D U M # 0 0 3 0 1 - 2 7 - 2 0 2 2 2 V A L V E S Y M B O L L E G E N D V A L V E N U M B E R A P P R O X I M A T E T O T A L G P M I n s t a l l o n e p i p e p e r s l e e v e , m a x i m u m . I n s t a l l w i r i n g i n s e p a r a t e s l e e v e . U s e o n l y i n s e r t f i t t i n g s f o r p o l y e t h y l e n e p i p e . P o l y e t h y l e n e p i p e m a y b e p u l l e d . 2 . N O T E S : 1 . 3 . M a i n l i n e d e p t h : 2 4 " , i n s t a l l 4 8 " a w a y f r o m s i d e w a l k . N o t i f y l a n d s c a p e a r c h i t e c t R e p a i r d a m a g e t o p l a n t i n g s c a u s e d b y c o n s t r u c t i o n . a n d p a t c h i n g t o m a t c h o r b y b o r i n g . T u n n e l i n g o r o t h e r m e t h o d s w h i c h n e w b l u e g r a s s s o d d e d l a w n t o r e p a i r d a m a g e . U s e s o d c u t t e r t o c u t e x i s t i n g R e p a i r d a m a g e t o e x i s t i n g l a w n s c a u s e d b y c o n s t r u c t i o n . U s e n e w t o p s o i l a n d c a u s e e r o s i o n n o t a l l o w e d . I n s t a l l s l e e v e s u n d e r e x i s t i n g c o n c r e t e o r a s p h a l t b y e i t h e r c u t t i n g 6 . s e a s o n a n d s t a r t t h e s y s t e m t h e f o l l o w i n g s p r i n g . O w n e r s h a l l w i n t e r i z e s y s t e m u s i n g c o m p r e s s e d a i r a t t h e e n d o f t h e f i r s t w a t e r i n g l a w n s a n d t o f o r m j o i n t f o r p a t c h i n g w i t h n e w s o d . i f o b s t r u c t i o n s a r e e n c o u n t e r e d . I n s t a l l t h r e e a d d i t i o n a l 4 " s l e e v e s a t e a c h n e w s l e e v e l o c a t i o n . I n s t a l l o n e c o n t r o l v a l v e p e r v a l v e b o x . N E W L A T E R A L L I N E : H D P E - 3 4 0 8 , A S T M D 2 2 3 9 , 1 0 0 P S I , S I D R 1 5 P O L Y E T H Y L E N E N E W S L E E V E O R S L E E V E S F O R L I N E S A N D / O R W I R I N G . S I Z E S S H O W N A R E P I P E S I Z E S . N E W M A I N L I N E : 2 " O R 1 - 1 / 4 " A S S H O W N , S C H E D U L E 4 0 P V C B U R I E D 2 4 " D E E P . I N S T A L L D E T E C T A B L E W A R N I N G T A P E S L E E V E S I Z E S H A L L B E A M I N I M U M O F T W O S I Z E S L A R G E R T H A N P I P E S I Z E , S E E N O T E S . C O N T R O L L E D I N S I D E D I A M E T E R P I P E . I N T R E N C H 6 " A B O V E P I P E . A R E A O F N E T A F I M T L D L 9 - 1 2 - 0 . 9 G P H D R I P L I N E . S P A C E L I N E S 8 " F R O M E D G E S , O R A S S H O W N , A N D 1 6 " O . C . I N S T A L L W I T H N E T A F I M T L S - 6 S O I L S T A P L E S . L E G E N D S T O P V A L V E E X I S T I N G C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 4 , 1 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 6 , 1 - 1 / 2 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D N E W M A S T E R V A L V E : T O R O 2 2 0 - 2 6 - 6 8 , 2 " B R A S S V A L V E W I T H I R R I T R O L S O L E N O I D F L O W S E N S O R : H U N T E R H F S - F C T - 1 5 0 F B L O W O U T C O N N E C T I O N , S E E D E T A I L I / L 1 0 3 C O N T R O L L E R : H U N T E R A C C 2 M E T A L D E C O D E R C O N T R O L L E R I S O L A T I O N V A L V E : B R A S S G A T E V A L V E , S I Z E T O M A T C H M A I N L I N E . B A C K F L O W P R E V E N T I O N D E V I C E E X I S T I N G 3 / 4 " B R A S S M A N U A L D R A I N O N M A I N L I N E S e e s i t e , m e c h a n i c a l , e l e c t r i c a l a n d l a n d s c a p e p l a n s f o r i n f o r m a t i o n a b o u t o t h e r w o r k . R A I N S E N S O R : H U N T E R W R C C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 4 , 1 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D A N D H U N T E R H F R - 1 0 0 - 0 7 5 - 4 0 R E G U L A T I N G F I L T E R 1-1/2" 2 " 1 " 1 - 1 / 4 " Sprinkler Irrigation Plan L 1 0 2 1 0 5 9 T o t a l S h e e t s O F F FLOW 5'3' H E A D S Y M B O L L E G E N D G P M R E Q U I R E M E N T K E Y H E A D 2 . 5 0 2 . 0 0 1 . 3 4 0 . 7 0 T O R O 5 7 0 Z - 4 P - 1 5 - P C 9 0 º 1 8 0 º 2 7 0 º 3 6 0 º S P R I N K L E R I R R I G A T I O N P L A N A P P R O X I M A T E L O C A T I O N O F E X I S T I N G S L E E V E H U N T E R P R O S - 0 4 - P R S 4 0 - M P C O R N E R 0 . 3 9 4 . 0 7 3 . 0 6 2 . 0 4 0 . 9 6 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 3 0 0 0 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 2 0 0 0 1 . 6 4 1 . 2 3 0 . 8 3 0 . 4 4 0 . 2 5 E N D ; 0 . 5 S I D E H U N T E R P R O S - 0 4 - P R S 4 0 - 0 4 - M P S I D E O R E N D E X I S T I N G M A I N L I N E : P V C S C H E D U L E 4 0 , S I Z E 2 " , V E R I F Y L O C A T I O N E X I S T I N G L A T E R A L L I N E A N D H E A D ( H E A D S N O T A L L S H O W N ) C O N N E C T N E W L A T E R A L L I N E T O E X I S T I N G L A T E R A L L I N E . M A T C H E X I S T I N G L I N E S I Z E . C O N N E C T N E W M A I N L I N E T O E X I S T I N G M A I N L I N E 2 " B R A S S P R E S S U R E R E D U C I N G V A L V E 2 . 8 6 1 . 2 8 H U N T E R P R O S - 0 4 - P R S 4 0 - M P 3 5 0 0 1 0 1 0 R O U T E O F B U R I E D 1 - 1 / 4 " C O N D U I T F O R C O N T R O L W I R I N G F R O M C O N T R O L L E R T O M A I N L I N E 229112 332 5 1 1 6 2 7 7 1 2 1 1 3 4 1 5 1 0 1 6 5 1 7 7 1 8 1 0 9 3 6 T O R O 5 7 0 Z - 4 P - F B - P C - 2 0 0 2 . 0 0 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1"1"1"1"1"1"1"1-1/4"1-1/4"1"1"1"1"1"1-1/4" 1 " 1 " 1 " 1 " 1 " 1 " 1 - 1 / 4 " 1 - 1 / 2 " 2 " 1 " 1 " 1 - 1 / 4 " 1 " 1 - 1 / 4 " 1 - 1 / 4 " 1 - 1 / 2 " 1 " 2 " 1 - 1 / 4 " 1 - 1 / 4 " 1 - 1 / 4 " 1-1/4"1-1/4"2"2" 2 " 2 " 1 9 9 1 4 7 1 " 1 " 1 " 2 0 1 0 1 " 1"1-1/4"1"1-1/4" 1 - 1 / 4 " 1 " 1 " 4 2 0 2 " 1 " 1 " 1 2 4 1 3 7 1 " 1 " l o c a t e d i n s i d e e a c h v a l v e b o x . I n s t a l l 1 4 g a g e g r e e n t r a c e r w i r e t a p e d t o t o p o f m a i n l i n e 1 0 ' - 0 " o / c . I n s t a l l 2 ' l o o p i n t r a c e r w i r e 4 . 5 . I n s t a l l d e c o d e r c a b l e i n 1 " s t e e l c o n d u i t f r o m c o n t r o l l e r t o b e l o w g r a d e , a n d f r o m t h e r e i n 1 " p o l y p i p e c o n d u i t t o e a c h v a l v e b o x . I n s t a l l 2 ' - 3 ' l o o p i n c a b l e l o c a t e d i n s i d e e a c h v a l v e b o x . I n s t a l l o n e p i p e p e r s l e e v e , m a x i m u m . I n s t a l l w i r i n g i n s e p a r a t e 1 " p o l y p i p e c o n d u i t . I n s t a l l t h r e e a d d i t i o n a l 4 " s l e e v e s a t e a c h n e w s l e e v e l o c a t i o n . 7 . 8 . 9 . 1 0 . 1 1 . 1 2 . C O N T R O L V A L V E : T O R O 2 2 0 - 2 6 - 6 8 , 2 " B R A S S P R E S S U R E R E G U L A T E D V A L V E W I T H I R R I T R O L S O L E N O I D 1 " 1 " 1 " 1 - 1 / 4 " 1 - 1 / 4 " 8 2 1 5 5 5 5 5 5 5 5 I L C E N S E D L A N D S C A P E A R CHITEC T S T A T E O F I D A H O DAV I D V A N W E A V E R L A - 7 6 * * LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 4 C H A N G E S S H E E T L 1 0 3 0 1 - 1 5 - 2 0 5 A D D E N D U M # 0 0 3 0 1 - 2 7 - 2 0 1 1 5 9 T o t a l S h e e t s O F NOT TO SCALE BROAD UPRIGHT TYPE PLANTS TYPICAL MEASUREMENT FOR DEPTH AVERAGE HEIGHT AVERAGE SPREADDIAMETERTWO-THIRDS OF THE HEIGHT.SHOULD NOT BE LESS THAN THE SPREAD. HOWEVER, THE SPREAD EQUAL TO IF NOT GREATER THAN MOST CASES HAVE A HEIGHT NOTE: WELL GROWN MATERIAL WILL INANOT TO SCALE PROSTRATE TYPE PLANTS AVERAGE SPREADDIAMETERDEPTHAS 12" STOCK.NARROWEST, IT S H O U L D B E C L A S S I F I E D THE WIDEST WAY A N D 9 " T H E PLANT IS UNEVEN, F O R E X A M P L E , 1 5 " THE SAME IN ANY D I R E C T I O N . I F A AND TRANSPLANT E D S H O U L D M E A S U R E DIAMETER. PLANT S P R O P E R L Y T R I M M E D OF PLANT AND NO T T H E G R E A T E S T MEASUREMENT S H O U L D B E A V E R A G E TYPICAL MEASUREMENT FOR B D L 1 0 3 N O T T O S C A L E S H R U B P L A N T I N G D E T A I L , T Y P S H R U B P L A N T I N G S O I L F E R T I L I Z E R T A B L E T 1 2 " T O P S O I L S U B S O I L C N O T T O S C A L E D E T A I L I N L A W N A R E A , T Y P L 1 0 3 L 1 0 3 L103 C O N T R O L L E R D E T A I L N O T T O S C A L E GL103 I N 6 ' D I A . C I R C L E F E R T I L I Z E R T A B L E T S P L A N T I N G M I X T O P D R E S S I N G M U L C H T R E E R E M O V E T W I N E A N D T O P 1 / 3 O F B U R L A P 1 2 " T O P S O I L S U B S O I L 1 2 " T O P S O I L 3 " D E E P L A Y E R O F O R G A N I C L A W N F I N I S H G R A D E T R E E S T A K E A N D T R E E S T A K I N G T I E S S P R A Y H E A D F L E X I B L E R I S E R E L L L O C A T E H E A D S N O C L O S E R T H A N 1 2 " F R O M B U I L D I N G O R W A L L 1 " T O 3 " C L E A R A N C E C O N C W A L K , C U R B O R M O W S T R I P , O R P O P - U P F L E X I B L E R I S E R L A T E R A L L I N E N O T T O S C A L E 1 / 2 " B E L O W E D G E S P R A Y H E A D D E T A I L , T Y P O T H E R B O U N D A R Y S T R E E T E L L P L 1 0 3 GALVANIZ E D EXTENSIO N VALVE BO X ISOLATION VALVE BRASS GATE VALVE BOXFINISH GRADECONCRETE PAV E R A T EACH CORNERISOLATION VALVE, TYPNOT TO SCALE GRAVEL TO DEPTHOF EXCAVATION O L 1 0 3 TRENCH DETAIL, TYPNOT TO SCALE NOT TO SCALE TRENCH FOR SLEEVES DETAIL, TYP C O N T R O L V A L V E D E T A I L , T Y P N O T T O S C A L E F L O W S E N S O R D E T A I L , T Y P N O T T O S C A L E B L O W O U T C O N N E C T I O N N O T T O S C A L E J L 1 0 3 I L 1 0 3 M L 1 0 3 KL103LL103 E X T E N S I O N V A L V E B O X G A L V A D A P T E R V A L V E B O X F I N I S H G R A D E S T O P V A L V E 1 " B R A S S P V C M A I N L I N E G A T E V A L V E 1 " B R A S S S T O P V A L V E D R A I N B L O W O U T I S O L A T I O N C O N C R E T E P A V E R A T E A C H C O R N E R P V C M A I N L I N E E X T E N S I O N V A L V E B O X V A L V E B O X G R A V E L T O D E P T H O F E X C A V A T I O N S L O P E C O N T R O L V A L V E D E T A I L , T Y P N O T T O S C A L E C O N C R E T E P A V E R A T E A C H C O R N E R G R A V E L T O D E P T H O F E X C A V A T I O N P V C M A I N L I N E E X T E N S I O N V A L V E B O X V A L V E B O X F I N I S H G R A D E M A S T E R V A L V E U N I O N G A L V . D E C O D E R M A S T E R V A L V E D E T A I L , T Y P N O T T O S C A L E V A L V E L A B E L C O N C R E T E P A V E R A T E A C H C O R N E R G R A V E L T O D E P T H O F E X C A V A T I O N MAINLINE GALVANIZEDMAINLINE G A L V A N I Z E D M A I N L I N E P V C M A I N L I N E G A L V A N I Z E D A D A P T E R A N D N I P P L E S A N D G A L V A N I Z E D A D A P T E R 3 ' M I N I M U M B E T W E E N F L O W S E N S O R A N D M A S T E R V A L V E 5 ' M I N I M U M B E T W E E N S E N S O R 4'-6" P O L Y P I P E I N S T A L L E D 2 4 " D E E P D E C O D E R C A B L E C O N D U I T : 1 " F I N I S H G R A D E S C H 4 0 S T E E L A B O V E G R A D E D E C O D E R C A B L E C O N D U I T : 1 " O F M E C H A N I C A L E N C L O S U R E C O N T R O L L E R O N I N S I D E W A L L E N C L O S E 1 1 0 V C O N D U C T O R S I N C O N D U I T F R O M C O N T R O L L E R T O P O W E R S O U R C E . C O M P L Y W I T H C O D E S . T O C O N T R O L L E R C O N N E C T E T H E R N E T W I R I N G D E C I D U O U S T R E E P L A N T I N G FL103 H L 1 0 3 N L 1 0 3 FLOW F L O W F L O W F L O W Details L 1 0 3 3 " D E E P L A Y E R O F O R G A N I C T O P D R E S S I N G M U L C H G A L V A N I Z E D M A I N L I N E EACH CORNER FINISH GRADEPRESSURE REDUCING VALVE DETAIL, TYP NOT TO SCALE 2" BRASS PRESSUREDCAVALVE BOXWITH EXTENSION 2" GALVANIZED CONC EDGE3' MIN CLEARANCEGRAVEL TO DEPTHOF EXCAVATION GALV UNION (2)REDUCING VALVEPAVER AT 2" GALV FROMFLOW I N 4 ' - 6 " D I A M E T E R C I R C L E T O P S O I L S U B S O I L T O P 1 / 3 O F B U R L A P R E M O V E T W I N E A N D P L A N T I N G M I X 1 8 " D E E P M I N F E R T I L I Z E R T A B L E T S E V E R G R E E N T R E E P L A N T I N G D E T A I L , T Y P N O T T O S C A L E T R E E 3 " D E E P L A Y E R O F O R G A N I C 6 ' D I A C I R C L E T O P D R E S S I N G M U L C H L A W N F I N I S H G R A D E 12"4" E L 1 0 3 U s e w a t e r p r o o f w i r e c o n n e c t o r s t o s p l i c e c o n t r o l w i r i n g . A l l s p l i c e s s h a l l b e v i s i b l e w i t h i n a v a l v e b o x . N O T E S : 1 . 2 . U s e n e w m a t e r i a l s w h i c h m a t c h e x i s t i n g t o r e p a i r d a m a g e . N e w s p r i n k l e r s y s t e m s h a l l o p e r a t e t o g e t h e r w i t h e x i s t i n g s p r i n k l e r s y s t e m t o p r o v i d e f u l l c o v e r a g e t o l a n d s c a p e a r e a s . R e p a i r d a m a g e t o e x i s t i n g s p r i n k l e r s y s t e m c a u s e d b y d e m o l i t i o n o r c o n s t r u c t i o n . 3 . 4 . I n s t a l l w a r n i n g t a p e 6 " a b o v e m a i n l i n e a l o n g e n t i r e l e n g t h o f m a i n l i n e , i n c l u d i n g a b o v e s l e e v e s . 5 . l o c a t e d i n s i d e e a c h v a l v e b o x . I n s t a l l 1 4 g a g e g r e e n t r a c e r w i r e t a p e d t o t o p o f m a i n l i n e 1 0 ' - 0 " o / c . I n s t a l l 2 ' l o o p i n t r a c e r w i r e 6 . T a p e d e c o d e r c a b l e t o b o t t o m s i d e o f m a i n l i n e 1 0 ' - 0 " o / c . I n s t a l l 2 ' - 3 ' l o o p i n d e c o d e r c a b l e l o c a t e d i n s i d e e a c h v a l v e b o x . LATERAL LINEMAIN PVC LINE. TAPE 14 GAGE WARNING TAPE 6" ABOVEMAINLINEGREEN TRACER WIRE TO TOPOF MAINLINE AT 10'-0" O.C. 1" POLY PIPE CONDUIT FOR COMPACTED BACKFILL2" SAND OR ROCK FREESOIL AROUND ALL PIPELATERAL LINE SLEEVE PAVING OR WALKWHERE SHOWN FINISH GRADE1" POLY PIPE DECODER CABLE CONDUIT 18" LATERAL LINES24" MAINLINES24"12" L I N E L A T E R A L CONC EDGEWIRE CONN E C T O R S 3 ' M I N C L E A R A N C E A T E A C H C O R N E R C O N C R E T E P A V E R A T T A C H 1 4 G A G E G R E E N T R A C E R W I R E T O T O P O F M A I N L I N E 1 0 ' - 0 " O / C I N S T A L L 2 ' L O O P I N W I R E I N V A L V E B O X G R A V E L T O D E P T H O F E X C A V A T I O N GALVANIZED R I S E R , ELL AND NIP P L E S G A L V A N I Z E D U N I O N , A D A P T E R A N D N I P P L E S WATERPRO O F W I R E C O N N E C T O R S W A T E R P R O O F EXTENSION VALVE BOX W I T H V A L V E L A B E L C O N T R O L V A L V E 6"6"WARNING TAPE 6" ABOVEMAINLINE 2" SAND OR ROCK FREESOIL AROUND PVC PIPEDECODER CABLE MAINLINE SLEEVE D E C O D E R M A I N L I N E W A R N I N G T A P E DECODER C A B L E 2' - 3' LOOP I N I N S T A L L D E C O D E R C A B L E I N S I D E 1 " P O L Y P I P E C O N D U I T L I N E L A T E R A L C O N C E D G E W I R E C O N N E C T O R S 3 ' M I N C L E A R A N C E A T E A C H C O R N E R C O N C R E T E P A V E R G R A V E L T O D E P T H O F E X C A V A T I O N G A L V A N I Z E D R I S E R , E L L A N D N I P P L E S G A L V A N I Z E D U N I O N , A D A P T E R A N D N I P P L E S W A T E R P R O O F W I R E C O N N E C T O R S W A T E R P R O O F E X T E N S I O N V A L V E B O X W I T H V A L V E L A B E L C O N T R O L V A L V E D E C O D E R M A I N L I N E W A R N I N G T A P E D E C O D E R C A B L E 2 ' - 3 ' L O O P I N A T T A C H 1 4 G A G E G R E E N T R A C E R W I R E T O T O P O F M A I N L I N E 1 0 ' - 0 " O / C I N S T A L L 2 ' L O O P I N W I R E I N V A L V E B O X INSTALL DE C O D E R CABLE INSID E 1 " POLY PIPE C O N D U I T 3 ADDITIONAL4" SLEEVES IN 1" POLY PIPE DECODER CABLE LOOP TRACER W I R E D E C O D E R C A B L E 2 ' - 3 ' L O O P I N I N 1 " P O L Y P I P E D E C O D E R C A B L E L O O P T R A C E R W I R E D E C O D E R C A B L E 2 ' - 3 ' L O O P I N I N 1 " P O L Y P I P E D E C O D E R C A B L E D E C O D E R F L O W S E N S O R L O O P T R A C E R W I R E I N 1 " P O L Y P I P E D E C O D E R C A B L E W A T E R P R O O F W I R E C O N N E C T O R S W A T E R P R O O F W I R E C O N N E C T O R S 5 5 STRUCTURAL GENERAL NOTES BASIS OF DESIGN 1.GOVERNING BUILDING CODE...............................................2015 IBC 2.OCCUPANCY CATEGORY.......................................................II 3.LOAD COMBINATIONS: ASD -GRAVITY AND LATERAL.......................................1605.3.1 4.GRAVITY DESIGN: DEAD LOAD ROOF................................................................................20 PSF FLOOR..............................................................................30 PSF PARTITIONS.....................................................................NA PSF LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS) MECHANICAL....................................................................60 PSF LIVE LOAD (CONCENTRATED LOADS) ALL AREAS.........................................................................2000 LBS ROOF LIVE LOAD (NOT CONCURRENT WITH ROOF SNOW LOAD)............20 PSF ROOF SNOW LOAD GROUND SNOW LOAD...................................................53 PSF FLAT ROOF SNOW LOAD...............................................40 PSF Is........................................................................................1.00 Ce......................................................................................1.00 Ct.......................................................................................1.00 DRIFTING PER ASCE 7 5.LATERAL DESIGN: WIND DESIGN PER ASCE 7-10 ULTIMATE DESIGN WIND SPEED..................................115 MPH EXPOSURE.....................................................................B INTERNAL PRESSURE COEFFICIENT..........................0.18 TOPOGRAPHIC FACTOR...............................................1.00 SEISMIC DESIGN SEISMIC DESIGN PROCEDURE.....................................E.L.F. Ss CHART VALUE............................................................0.45 g S1 CHART VALUE............................................................0.16 g SITE COEFFICIENT FA....................................................1.20 SITE COEFFICIENT FV....................................................1.643 SDS...................................................................................0.357 g SD1...................................................................................0.172 g SITE CLASS.....................................................................C SEISMIC DESIGN CATEGORY.......................................C IMPORTANCE FACTOR Ie...............................................1.00 REDUNDANCY FACTOR..................................................1.00 PORTION OF SNOW LOAD INCLUDED..........................0% BUILDING PERIOD T........................................................0.15 SEC. LATERAL FORCE RESISTING SYSTEM.........................NON-SEISMIC MOMENT FRAME R........................................................................................3 OMEGA.............................................................................3 Cd......................................................................................3 Cs.......................................................................................0.12 g GENERAL 1.THE GENERAL CONTRACTOR SHALL: A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION FABRICATION. B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC. C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS. D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER. E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER. G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER. H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 2.CONTRACT DOCUMENTS: A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE. C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED. 3.BUILDING CODE COMPLIANCE: A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE. 4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS. B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE-SHORING PROCEDURES. C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW. D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE. 5.OMISSIONS AND/OR CONFLICTS: A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED. B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER. 6.MISCELLANEOUS: A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN. B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS. D.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. CONCRETE 1.CODES AND STANDARDS: A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF: I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED BY THE IBC. III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". 2.MATERIALS: A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT. I.USE TYPE I OR II FOR EXPOSURE CLASS S0 II.USE TYPE I OR V FOR EXPOSURE CLASS S1 III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3 B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. C.WATER SHALL BE POTABLE. D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260. I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%. E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618. F.CALCIUM CHLORIDE SHALL NOT BE USED. G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496. H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108. I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240 3.MIX DESIGNS: A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME. B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN. C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL. E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION). 4.CONSTRUCTION: A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT. B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE. C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR. D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF EACH OPENING. F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 5.FOOTINGS: A.FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES. B.FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE. C.EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST. D.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS. E.STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET. F.REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS. G.CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED WITH A MINIMUM OF 2-#6 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING SPECIFIED IN THE FOOTING SCHEDULE. AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24" BEYOND EDGE OF OPENING, EACH SIDE. H.NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FOOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC., SHALL BE EXTENDED TO THE FOOTING AS REQUIRED. I.BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN-MIX CONCRETE (2000 PSI MIN.). 6.SLABS ON GRADE: A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT. B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL) JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION. C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE. 7. WALLS: A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE: WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (GRADE 60)(GF 0.0012)(GF 0.0020) B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED). C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. F.WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION. G.PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. H.PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. 8. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS: A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION. B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS. C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS. D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM. 9. COLUMNS: A.VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH. SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY. B.LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER. C.WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED. AT THE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE THE POINT OF OFFSET. REINFORCING STEEL 1.CODES AND STANDARDS: A.REINFORCING STEEL SHALL COMPLY WITH: I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66). 2.MATERIALS: A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW. I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL". II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL". B.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR. 3.CONSTRUCTION: A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315. B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC. D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS. E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE- BEND A PREVIOUSLY BENT BAR. F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH................................................................3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER........................................................................2" #5 AND SMALLER......................................................................1-1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS, #11 AND SMALLER..................................3/4" BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2" SLABS ON GRADE.....................................................................CENTER OF SLAB G.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS. H.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI. STRUCTURAL STEEL 1.CODES AND STANDARDS: A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY". II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)" EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3. III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL", EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS. 2.MATERIALS: A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36. RUSSIAN STEEL IS NOT PERMITTED. B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI. C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 35 KSI. D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). ANCHOR RODS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER. E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT. 3.CONSTRUCTION: A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP. B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS. C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND/OR BOLTING. D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED. E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO. 4.BOLTED CONNECTIONS: A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES. B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. C.BOLTS SHALL BE 3/4"(7/8")DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS NOTED OTHERWISE. D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED OTHERWISE. E.BOLTED CONNECTIONS SHALL BE TIGHTENED SNUG TIGHT AND SHALL HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE. F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A TORCH ON ANY BOLT HOLES. 5.WELDED CONNECTIONS: A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS. B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES. C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE. D.WELDS SHALL HAVE THE SLAG REMOVED. E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD. F.FIELD WELDS MAY BE WELDED IN THE SHOP AT CONTRACTOR'S OPTION. SHOP WELDS SHALL NOT BE WELDED IN THE FIELD. STEEL JOISTS AND JOIST GIRDERS 1.PRODUCT: A.OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND ASSOCIATED HARDWARE SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE", AISC SPECIFICATIONS, AND SHALL HAVE SPECIFIC PRODUCT APPROVAL OF THE STEEL JOIST INSTITUTE (SJI). 7.SUBMITTALS: A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK. MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS. MIX DESIGNS FOR EACH TYPE OF CONCRETE. MATERIALS CERTIFICATION FOR ALL MASONRY MATERIALS. REINFORCING STEEL SHOP DRAWINGS. STRUCTURAL STEEL SHOP DRAWINGS. WELDING PROCEDURES AND CERTIFICATIONS. LIGHT GAGE METAL SHOP DRAWINGS. STEEL JOIST AND JOIST GIRDER SHOP DRAWINGS. * STEEL DECK SHOP DRAWINGS. * THESE SUBMITTALS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE OF IDAHO. B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER. C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER. 8.DEFERRED SUBMITTALS: A.THE FOLLOWING ITEMS REQUIRING DEFERRED SUBMITTALS ARE LISTED BELOW. THESE ITEMS SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER ACCORDING TO THE SPECIFICATIONS GIVEN IN THE CONTRACT DOCUMENTS. OPEN WEB STEEL ROOF JOISTS AND GIRDERS B.THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. UPON THE COMPLETION OF THE ARCHITECT/ENGINEER REVIEW, THE ARCHITECT/ENGINEER WILL SUBMIT THE DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL. THE SUBMITTAL TO THE BUILDING OFFICIAL SHALL INCLUDE A LETTER STATING THAT THE ARCHITECT/ENGINEER REVIEW HAS BEEN PERFORMED AND THAT THE PLANS AND THE CALCULATIONS FOR THE DEFERRED SUBMITTAL ITEMS ARE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS WITH NO EXCEPTIONS. C.THE FINAL SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOBSITE THROUGHOUT CONSTRUCTION. D.CONSTRUCTION RELATED TO DEFERRED SUBMITTALS SHALL NOT COMMENCE UNTIL THE BUILDING OFFICIAL HAS APPROVED THE SUBMITTAL. SOILS 1.SOILS REPORT BY: NOT PROVIDED 2.SOILS REPORT NUMBER AND DATE: 3.SOIL BEARING PRESSURE:1500 PSF (ASSUMED) 4.MINIMUM FROST COVER:36 5.THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE. SITE PREPARATION 1.CLEARING: THE ENTIRE BUILDING AREA SHALL BE SCRAPED TO REMOVE THE TOPSOIL INCLUDING ALL VEGETATION, DEBRIS, AND DELETERIOUS MATERIAL. 2.PROOF ROLLING: THE NATURAL UNDISTURBED SOIL BELOW ALL FOOTINGS SHALL BE PROOF ROLLED PRIOR TO PLACING CONCRETE. REMOVE ALL SOFT SPOTS AND REPLACE WITH COMPACTED STRUCTURAL FILL. 3.COMPACTED STRUCTURAL FILL: ALL FILL MATERIAL SHALL BE WELL-GRADED AND GRANULAR MATERIAL WITH A MAXIMUM SIZE LESS THAN 4" AND WITH NOT MORE THAN 10% PASSING A #200 SIEVE. IT SHALL BE COMPACTED TO 95% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY ASTM D 1557. ALL FILL SHALL BE TESTED. COMPACTED STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8" IN UNCOMPACTED THICKNESS. 4.CONSULT THE PROJECT SPECIFICATIONS AND SOILS REPORT FOR FURTHER EARTHWORK REQUIREMENTS. THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE. 5.IF NO SOILS REPORT PROVIDED, THE CONTRACTOR SHALL RETAIN A SOILS ENGINEER TO OBSERVE THE EXCAVATIONS AND VERIFY THAT THE ASSUMED SOIL BEARING PRESSURES CAN BE SAFELY OBTAINED. CORRECTIVE MEASURES SHALL BE TAKEN TO OBTAIN THE ASSUMED SOIL BEARING PRESSURES AS REQUIRED. QUALITY ASSURANCE PLAN FOR STRUCTURE 1.INSPECTION: A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES. SOILS:THE BOTTOM OF EXCAVATIONS AND PLACEMENT OF STRUCTURAL FILL. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF SOILS. REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION. WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION. POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED. 2.TESTING: A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS. SOILS: COMPACTION OF STRUCTURAL FILL. CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE. BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION. WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS. 3.STRUCTURAL OBSERVATIONS: A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT THE FOLLOWING STAGES OF CONSTRUCTION.: PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS AFTER PLACEMENT OF STEEL MEMBERS AFTER PLACEMENT OF STEEL DECK B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION. 4.THE CONTRACTOR SHALL: A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL. B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER. C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL. 2.DESIGN: A.THE STEEL JOIST/GIRDER MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL STEEL JOISTS, JOIST GIRDERS, AND THEIR ASSOCIATED HARDWARE. B.ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE IDAHO. C.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING UPLIFT LOADS IN ADDITION TO THE LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL NOTES: ROOF NET UPLIFT LOAD TYPICAL INTERIOR BAYS 10 PSF TYPICAL EXTERIOR BAYS 15 PSF TYPICAL CORNER BAYS 20 PSF D.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT ALL POINT LOADS SPECIFICALLY SHOWN ON THE DRAWINGS AND ALL MECHANICAL UNITS, SPECIAL EQUIPMENT, AND OTHER SUSPENDED LOADS. CONTRACTOR SHALL COORDINATE. 3.FABRICATION AND ERECTION: A.PROVIDE BRIDGING AS SHOWN ON THE FRAMING PLANS. ALSO, PROVIDE A HORIZONTAL LINE OF BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF THE JOIST. ADDITIONAL BRIDGING REQUIRED BY THE MANUFACTURER SHALL BE PROVIDED AND SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. COORDINATE EXACT LOCATION AS REQUIRED. B.DO NOT CUT, DRILL, MODIFY, OR OMIT ANY PART OF ANY JOIST OR JOIST GIRDER WITHOUT PRIOR WRITTEN CONSENT AND DIRECTION FROM THE MANUFACTURER. C.DO NOT WELD THE BOTTOM CHORD OF THE JOIST GIRDERS TO THE STABILIZER PLATES AT BEARING LOCATIONS UNLESS SPECIFICALLY INSTRUCTED. WHEN WELDING IS SPECIFIED, WELD AFTER ALL DEAD LOAD HAS BEEN APPLIED. D.MECHANICAL EQUIPMENT, PIPES, AND OTHER CONCENTRATED LOADS SHALL NOT BE PLACED ON NOR HUNG FROM STEEL JOISTS OR GIRDERS UNLESS THEY ARE POSITIONED WITHIN 4" OF A PANEL POINT OR A TWO (2) ANGLE (L2X2X1/4) BRACE IS INSTALLED BETWEEN THE LOAD AND THE NEAREST OPPOSITE CHORD PANEL POINT. STEEL DECK 1.PRODUCT: A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS. B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS 2.ATTACHMENT AND HANDLING: A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN. B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES. C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS. D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL LAYERS OF THE DECK MATERIAL. E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT. PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK. F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN ACCESS IS LIMITED. G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE. H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK. I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS. J.DO NOT BEND OR MAR DECK. K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION. LIGHT GAGE METAL FRAMING 1.CODES AND STANDARDS: A. LIGHT GAGE METAL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH: I.THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", WITH "COMMENTARY". II.AMERICAN WELDING SOCIETY (AWS-D1.3) "STRUCTURAL WELDING CODE -SHEET STEEL", EXCLUDING ITEMS CONFLICTING WITH AISI REQUIREMENTS. 2.MATERIALS: A.LIGHT GAGE METAL SHALL BE MANUFACTURED BY A CURRENT MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). B.LIGHT GAGE METAL JOISTS, STUDS, TRACKS, STEEL PLATE SHEATHING, AND ACCESSORIES, ETC. SHALL BE GALVANIZED AND SHALL BE GRADE FY=33 KSI UNLESS 50 KSI IS SPECIFICALLY NOTED. 3.CONSTRUCTION: A.PROVIDE ALL ACCESSORIES INCLUDING TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, ETC FOR A COMPLETE AND PROPER INSTALLATION. B.INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER. C.FASTENERS SHALL BE SELF DRILLING SCREWS OR WELDING. A MINIMUM OF 16 GAGE MATERIAL IS REQUIRED FOR WELDING. TOUCH UP OF WELDS IS REQUIRED. D.LOAD BEARING STUDS SHALL BE PLUMBED, ALIGNED, AND SECURELY ATTACHED TO BOTH FLANGES OF UPPER AND LOWER TRACKS. E.NON-LOAD BEARING WALLS SHALL BE BRACED TO STRUCTURE ABOVE AND SHALL BE INSTALLED SO AS TO ALLOW FOR DEFLECTION OF STRUCTURE. F.SPLICES IN AXIALLY LOADED MEMBERS ARE NOT ALLOWED. G.JOISTS SHALL BE LOCATED DIRECTLY ABOVE BEARING STUDS BELOW OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL. H.COMPLETE, UNIFORM, AND LEVEL BEARING SHALL BE PROVIDED FOR ALL BOTTOM TRACKS OF LOAD BEARING WALLS AND FOR ALL LOAD BEARING JOISTS. I.WEB STIFFENERS AND JOIST BRIDGING SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS. END BLOCKING SHALL BE PROVIDED AT JOIST ENDS. J.PROVIDE DOUBLE JOISTS AT THE SIDES OF ALL FLOOR AND/OR ROOF OPENINGS AND AT ALL PARALLEL PARTITION WALLS ABOVE. K.ALL STUDS AND JOISTS SHALL BE SHEATHED ON BOTH FACES OF THE MEMBER. SHEATHING SHALL BE ATTACHED TO EACH MEMBER AT 12" MAXIMUM SPACING. L.HEADERS AND TRIMMERS SHALL BE AS SHOWN ON THE DRAWINGS. M.ALL LATERAL BRACING SHALL CONFORM TO SECTION D3 OF AISI SPECIFICATION. POST-INSTALLED ANCHORS 1.EPOXY ANCHORS: A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED: FOR CONCRETE: SIMPSON SET-XP HILTI HIT-RE 500-V3 HILTI HIT-HY 200 FOR SOLID GROUTED MASONRY: SIMPSON SET HILTI HIT HY 200 FOR UNGROUTED MASONRY: SIMPSON ET HILTI HY 270 B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS INDICATED ON PLAN. C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS. D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014 (Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER. G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES (FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie, HILTI HY200, SIMPSON AT-XP. 2.MECHANICAL ANCHORS A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED: SIMPSON TITEN HD HILTI KWIK HUS-EZ B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. 3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE ARCHITECT AND STRUCTURAL ENGINEER. PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 2 9 P M G E N E R A L N O T E S SE-001 * (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI. SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0 SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0 SUSPENDED SLABS AND SLABS ON METAL DECK SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0 WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0 FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0 INTERIOR MEMBERS SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0 EXTERIOR MEMBERS TYPE OF MEMBER MIN. STRENGTH @ 28 DAYS (PSI) MAX. W/C (RATIO) DRY WEIGHT (PCF) MAX AGGREGTE SIZE (INCHES) AIR ENTRAIN- MENT (%) MIN. CEMENT PER YARD (LBS) EXPOSURE CLASS CONCRETE MIX DESIGN TABLE NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 2 MASONRY 1.CODES AND STANDARDS: A.MASONRY CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES", AND SECTIONS 2103, 2104, AND 2105 OF THE IBC. 2.MATERIALS: A.MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS AND SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 PSI AT 28 DAYS FOR NET AREA. B.MASONRY BRICK SHALL BE CLAY MASONRY UNITS AND SHALL CONFORM TO ASTM C62, GRADE SW, WITH A MINIMUM COMPRESSIVE STRENGTH OF 10,000 PSI AT 28 DAYS. C.MORTAR SHALL BE TYPE "S" AS DEFINED BY THE IBC AND SHALL CONFORM TO ASTM C270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0 PART PORTLAND CEMENT, 0.25 TO 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED. D.GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. IT SHALL BE OF A FLUID CONSISTENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0 PARTS SAND, AND MAY CONTAIN AN ADDITIONAL 1 TO 2 PARTS PEA GRAVEL IF GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. ALL MEASUREMENTS ARE PARTS BY VOLUME. LIMIT FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL. E.PRISM TESTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M = 2000 PSI AT 28 DAYS. F.EPOXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C. 3.CONSTRUCTION: A.ALL MASONRY BLOCK SHALL BE STORED UNDER COVER AT THE JOB SITE. B.FACE SHELLS SHALL BE FULLY BEDDED. C.ALL MORTAR JOINTS SHALL BE TOOLED CONCAVE UNLESS NOTED OTHERWISE. D.DO NOT USE MORTAR FOR GROUT. E.DO NOT USE ANY FROZEN MATERIAL. F.PRIOR TO PLACING MASONRY, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. G.GROUT SHALL BE POURED IN ACCORDANCE WITH LOW LIFT PROCEDURES PER ACI 530, TYPICAL, UNLESS NOTED OTHERWISE. H.GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE WORKABILITY IS LOST. I.ALL CELLS WHICH CONTAIN REINFORCING, BOLTS, ANCHORS, ETC., AND AS OTHERWISE SPECIFIED SHALL BE GROUTED SOLID. ALL CELLS WHICH ARE TO BE GROUTED SHALL BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. J.GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. K.HOLES FOR BOLTS IN MASONRY FACE OR END SHELLS SHALL HAVE A DIAMETER TWO INCHES LARGER THAN THE BOLT DIAMETER AND THE HOLE SHALL BE FILLED WITH GROUT. L.NO PENETRATION SHALL BE ALLOWED THROUGH ANY MASONRY BEAM, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT'S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS. M.ALL BOLTS TO BE DRILLED AND EPOXIED SHALL BE INSTALLED IN SOLID MATERIAL. AT CAVITY LOCATIONS GROUT SOLID. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS. 4.WALLS: A.MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING BOND, TYPICAL, UNLESS NOTED OTHERWISE. B.MASONRY WALLS SHALL BE BUILT AS AN INTEGRAL UNIT AT CORNERS AND INTERSECTIONS. REINFORCING SHALL BE CONTINUOUS AND BACK TO BACK END SHELLS SHALL BE REMOVED IN EACH COURSE. C.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE. WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING (WITH JOINT REINFORCING) 6"1-#4 AT 32" O.C.1-#4 AT 48" O.C. 8"1-#5 AT 32" O.C.2-#3 AT 48" O.C. 10"1-#5 AT 32" O.C.2-#4 AT 48" O.C. 12"1-#6 AT 32" O.C.2-#4 AT 48" O.C. PROVIDE LADDER-TYPE JOINT REINFORCING CONSISTING OF 2-#9 WIRES (3-#9 WIRES AT VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS. D.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED OR UNLESS NOTED OTHERWISE. E.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR FOUNDATION WALL BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE. F.PROVIDE VERTICAL REINFORCING IN GROUTED CELL AT ALL CORNERS AND INTERSECTIONS. G.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. H.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK. I.HORIZONTAL REINFORCING SHALL OCCUR AT THE TOP AND BOTTOM COURSE OF ALL MASONRY WALLS EXCEPT THE BOTTOM COURSE HORIZONTAL REINFORCING MAY BE OMITTED WHEN THE WALL IS DOWELED TO A CONCRETE FOUNDATION WALL BELOW. J.OPENINGS IN WALLS WHICH EXCEED 24 INCHES IN EITHER DIRECTION SHALL BE REINFORCED WITH A MINIMUM OF 2-#5 BARS IN GROUTED SPACE ON ALL SIDES OF THE OPENING, TYPICAL, UNLESS NOTED OTHERWISE. VERTICAL BARS SHALL EXTEND THE FULL HEIGHT OF THE WALL BETWEEN SUPPORTS. HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGES OF THE OPENING. K.PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. L.CONSTRUCTION JOINTS IN REINFORCED MASONRY WALLS SHALL NOT OCCUR AT THE EDGE OF BEAM SUPPORTS AND SHALL BE PROVIDED PER THE ARCHITECTURAL DRAWINGS. M.WHERE HORIZONTAL REINFORCING BARS JOIN CONCRETE WALLS, COLUMNS, OR PILASTERS, REINFORCING SHALL BE CONTINUOUS. ALSO, A KEY SHALL BE PROVIDED BETWEEN THE MASONRY AND THE CONCRETE. FILL KEY WITH GROUT. PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 3 2 P M I N S P E C T I O N S SE-002 VERIFY PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR PROPER CLASSIFICATIONS AND GRADATIONS NOT LESS THAN ONCE FOR EACH 10,000 SQUARE-FEET OF SURFACE AREA. VERIFY THAT SUBGRADE HAS BEEN APPROPRIATELY PREPARED PRIOR TO PLACING COMPACTED FILL X PRIOR TO PLACEMENT OF COMPACTED FILL. VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND MATERIAL X PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE. VERIFY SUBGRADE IS ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X PRIOR TO PLACEMENT OF CONCRETE. SOILS CONSTRUCTION (IBC 1705.6): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES SOILS CONSTRUCTION (IBC 1705.6) FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS. CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. CONCRETE AND SHOTCRETE PLACEMENT X CONCRETE SAMPLING FOR STRENGTH TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE X USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC 1904.3, 1913.2, 1913.3. POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. REINFORCING STEEL X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT, AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL... CONCRETE CONSTRUCTION (IBC 1705.3) ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES CONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1) BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 X STANDARD BRIDGING X BRIDGING - HORIZONTAL OR DIAGONAL X END CONNECTIONS - WELDING OR BOLTED X INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES OPEN WEB STEEL JOISTS AND JOIST GIRDERS (IBC 2015 1705.2.3) REPAIR ACTIVITIES P - P D BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS ADDED (IF REQUIRED)P D P D PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED)P D P D - POROSITY - UNDERCUT - WELD PROFILES AND SIZE - CRATER CROSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P D P D SIZE, LENGTH, AND LOCATION OF WELDS P - P - WELDS CLEANED O - O - TASK DOC. TASK DOC. VISUAL INSPECTION TASKS AFTER WELDING (AISC 341-10 TABLE 6-3)QC QA NO WELDING OVER CRACKED TACKS O - O - - EACH PASS MEETS QUALITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O - O - - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITS ENVIRONMENTAL CONDITIONS O - O - - EXPOSURE - PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O - O - USE OF QUALIFIED WELDERS O - O - - INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHEILDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O - O - TASK DOC. TASK DOC. VISUAL INSPECTION TASKS DURING WELDING (AISC 341-10 TABLE 6-2)QC QA ** FOLLOWING PERFORMACE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS P/O** - O - CONFIGURATION ANF FINISH OF ACCESS HOLES O - O - - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATION FIT UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) P/O** - O - WELDER IDENTIFICATION SYSTEM O - O - MATERIAL IDNETIFICATION (TYPE/GRADE)O - O - TASK DOC. TASK DOC. VISUAL INSPECTION TASKS PRIOR TO WELDING (AISC 341-10 TABLE 6-1)QC QA SFRS STEEL WELDING INSPECTION TASKS (AISC 341 J6-1,2,3) DOCUMENT ACCEPTED AND REJECTED CONNECTIONS P D P D TASK DOC. TASK DOC. INSPECTION TASKS AFTER BOLTING (AISC 341-10 TABLE J7-3)QC QA BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O - O - FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O - O - JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O - O - FASTENER ASSEMBLIES PLACE IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED O - O - TASK DOC. TASK DOC. INSPECTION TASKS DURING BOLTING (AISC 341-10 TABLE J7-2)QC QA PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS O - O - PRE-INSTALLATION VERIFICATION TESTIN BY INSTALLATION PERSONNEL OPBSERVED FOR FASTENER ASSEMBLIES AND METHODS USED P D O D CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O - O - PROPER BOLTIN PROCEDURE SELECTED FOR BOLT DETAIL O - O - PROPER FASTENERS SELECTED FOR JOINT DETAIL O - O - TASK DOC. TASK DOC. INSPECTION TASKS PRIOR TO BOLTING (AISC 341-10 TABLE J7-1)QC QA SFRS STEEL BOLTING INSPECTION TASKS (AISC 341 J7.1,2,3) ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL X SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH... STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,... OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10): DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X AFTER BOLTING (TABLE N5.6, AISC 360-10): PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH PREVENTED FROM ROTATING. SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION. FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS REQUIRED. - NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10]. - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]. DURING BOLTING (TABLE N5.6-2, AISC 360-10): PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND... CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET REQUIRMENTS. PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE EXCLUDED FROM THE SHEAR PLANE. FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. CERTIFICATIONS OF FASTENERS X - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10] PRIOR TO BOLTING (TABLE N5.6, AISC 360-10): WELDED JOINTS SUBJECT TO FATIGUE X CJP WELDS (RISK CAT. III OR IV) X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5E. CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS... NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10): DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER X BACKING AND WELD TABS REMOVED X K-AREA X ARC STRIKES X WELDS MEET VISUAL ACCEPTANCE CRITERIA X SIZE, LENGTH, AND LOCATION OF WELDS X WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. AFTER WELDING (TABLE N5.4-3, AISC 360-10): WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS, AND QUALITY OF EACH PASS. WPB FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED... ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACK WELDS CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED. DURING WEDLING (TABLE N5.4-2, AISE 360-10): FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, AND BACKING. WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES X PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10): ITEM CONTIN- UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES STRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2) INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P REPAIR ACTIVITIES P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P P K-AREA*P P ARC STRIKES P P - POROSITY - UNDERCUT - WELD SIZE - WELD PROFILES - CRATER CORSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITION WELDS MEET VISUAL ACCEPTANCE CRITERIA P P SIZE, LENGTH AND LOCATION OF WELDS P P WELDS CLEANED O O INSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA - EACH PASS MEETS QUAILITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANING WELDING TECHNIQUES O O - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHIELDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENT WPS FOLLOWED O O - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITS ENVIRNOMENTAL CONDITIONS O O NO WELDING OVER CRACKED TACK WELDS O O - EXPOSURE CONTROL - PACKAGING CONTROL AND HANDLING OF WELDING CONSUMABLES O O USE OF QUALIFIED WELDERS O O INSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QA OR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT CHECK WELDING EQUIPMENT O - - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) FIT-UP OF FILLET WELDS O O CONFIGURATION AND FINISH OF ACCESS HOLES O O - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDICATION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATION FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) O O WELDER IDNETIFICATION SYSTEM*O O MATERIAL IDENTIFICATION (TYPE/GRADE)O O MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLE P P WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QA STRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3) NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 2 2 TYPE 'A'TYPE 'B'TYPE 'C' 1 1 / 2 " T Y P . 1 1/2" TYP. 0' - 2 " T Y P . 0' - 2" TYP. NOTES: 1.ALL BASE PLATES SHALL BEAR ON 1-1/2" ± NON-SHRINK GROUT AND SHALL HAVE LEVELING NUTS, TYP., U.N.O. 2.ALL BASE PLATES SHALL BE WELDED TO THE COLUMN WITH A 5/16" FILLET WELD ALL AROUND, TYP., U.N.O. 3.ALL ANCHOR RODS SHALL BE HEADED ANCHOR RODS, TYP., U.N.O. ALL ANCHOR RODS SHALL HAVE HARDENED WASHERS AND NUTS. 4.ALL ANCHOR RODS SHALL BE SET IN PLACE WITH A TEMPLATE. THEY SHALL BE PLACED PLUMB AND AT THE CORRECT DEPTH AND EXTENSION. 5.ALL ANCHOR ROD HOLES IN BASE PLATES SHALL BE OVERSIZED PER AISC. 6.ALL ANCHOR RODS SHALL BE ASTM F1554, SEE SCHEDULE FOR GRADE STRENGTH. 7.SHEAR LUGS SHALL BE THE WIDTH OF THE BASE PLATE AND DEPTH SPECIFIED IN THE SCHEDULE. 8.ALL BASE PLATES FOR BRACE FRAMES SHALL BE ASTM A572 GRADE 50 STEEL. ALL SHEAR LUGS SHALL BE ASTM A36 STEEL. 9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. NON-SHRINK GROUT, TYP. 5/16 CJP 1 1 / 2 " T Y P . 1 1/2" TYP. CJP FULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS. STEEL BEAM. STEEL COLUMN. SHEAR PLATE. STEEL BEAM. TYP DSW 12" TYP. STEEL BEAM. SINGLE SHEAR STIFFENER. ADD TABS WHERE BEAMS OCCUR. STEEL COLUMN. TYP DSW SINGLE SHEAR PLATE. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE SAME DEPTH. COPE JOIST FLANGES WHERE REQUIRED. 3 SIDES SSW NOTES: 1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS 2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES. 3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS. 4.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS WITH A CLASS A FAYING SURFACE. 5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE. TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW TYP DSW HORIZ. STIFFENER PLATES TOP AND BOTTOM THICKNESS TO MATCH SPT. TYP DSW TYP DSW SSW 1/4 BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. SINGLE PLATE SINGLE PLATE SINGLE BENT PLATE. EXTEND AS REQ'D TO ACHIEVE BOLT CLEARANCE. 0 ° T O 3 0 ° O V E R 4 5 ° BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO BEAM SINGLE PLATE CONNECTION BEAM TO COLUMN STIFFENER PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE CONNECTION BEAM TO COLUMN SINGLE PLATE DRAG CONNECTION BEAM TO COLUMN FLANGE SINGLE PLATE CONNECTION BEAM TO COLUMN WEB SINGLE PLATE CONNECTION 0° TO 30°30° TO 45°OVER 45° HSS TUBE COLUMN. HSS TUBE COLUMN. WIDE FLANGE COLUMN.WIDE FLANGE COLUMN. BEAM WEB, COLUMN WEB, OR COLUMN FLANGE. 3" TYP. 2.1/2" MAX. SKEWED SINGLE PLATE CONNECTIONS 2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. 2.1/2" MAX.2.1/2" MAX. COLUMN WEB. COPE JOIST FLANGES WHERE REQUIRED. KNIFE PLATE USE THICKEST REQ'D SPT. 3 " M A X . S P T 4" T Y P . S P T (4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP. FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE HIGHER. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW RAISED BEAM AT SINGLE PLATE CONNECTION FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE JOIST HANGS BELOW BEAM. COPE JOIST FLANGES WHERE REQUIRED. TYP DSW LOWERED BEAM AT SINGLE PLATE CONNECTION (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. (2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP. SSW 6 " M A X . 4" AT DRAGS S P T 3 1 /2 " M A X .3 0 ° T O 4 5 ° 3/4" CAP PLATE 3/4" CAP PLATE 3/8" CAP PLATECOLUMN ABOVE, WHERE OCCURS NOTE: 1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O. 2. HILTI PINS ARE HILTI X-ENP-19, TYP. U.N.O. 3. PNEUTEK PINS ARE PNEUTEK K66, TYP. U.N.O. 4. SCREWS ARE ANY ADI RECOGNIZED SELF-TAPPING SCREWS, TYP. U.N.O. 5. TOP SEAM WELDS (TSW) SHALL BE 1.1/2" LONG, TYP, U.N.O.J-2 ONE TRACK ONE STUD J-3 ONE TRACK TWO STUDS J-4 TWO TRACKS TWO STUDS J-5 TWO TRACKS THREE STUDS MATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICAL J-1 ONE STUD SILL TRACK, SEE SCHEDULE CONFIG. 1 SILL CONNECTION ANGLE CUT TO STUD WIDTH MINUS 1/8" W/ (4) #10 SCREWS INTO STUD AND (4) #10 SCREWS INTO SILL-USE (6) SCREWS IN 6" STUDS AND (8) SCREWS IN 8" STUDS. BOTTOM TRACK, SEE WALL SCHEDULE CONCRETE SLAB STUD, SEE WALL SCHEDULE SILL, SEE SILL SCHEDULE JAMB STUDS, SEE JAMB SCHEDULE ANGLE TO BE INSTALLED WHERE CLOSURE PLLATES ARE USED STUD CONNECTION TO HEADER SECTION A A A STUD, SEE WALL SCHEDULE HEADER, SEE HEADER SCHEDULE JAMB, SEE JAMB SCHEDULE FLAT STUD HEADER OPTION CONFIGURATION 1 HDSC A A VIEW A-A NOTES: 1.PROVIDE 1" OF BEARING FOR EACH FOOT OF OPENING, 6" MINIMUM, EACH SIDE. 2.CONTRACT STRUCTURAL ENGINEER FOR ALL LINTELS WITH SPANS GREATER THAN 12 FEET. 3.ALL LINTEL ANGLES SHALL BE GALVANIZED. BP-12 16 9 1 4 1 1/4" 55 16' MIN. B EDGE DISTANCE = 2" BP-11 14 9 1 4 1 1/4" 55 16" MIN. B EXTERIOR FOUNDATION WALL SHALL BE TYPE C EDGE DISTANCE = 2" BP-1 12 6 3/4 4 3/4" 36 6" MIN. B - - L W T NO. SIZE GRADE MARK SIZE (INCHES) ANCHOR RODS EMBED DEPTH TYPE SHEAR LUG DEPTH SHEAR LUG THICKNESS NOTES BASE PLATE SCHEDULE W36 (11) 7/8" Ø 7/16" 5/16" 1/2" W33 (10) 7/8" Ø 7/16" 5/16" 1/2" W30 (9) 7/8" Ø 7/16" 5/16" 1/2" W27 (8) 7/8" Ø 7/16" 5/16" 1/2" W24 (7) 7/8" Ø 7/16" 5/16" 1/2" W21 (6) 7/8" Ø 7/16" 5/16" 1/2" W18 (5) 7/8" Ø 5/16" 1/4" 3/8" W16 (4) 7/8" Ø 5/16" 1/4" 3/8" W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8" W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8" BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT) STEEL TO STEEL CONNECTION SCHEDULE1 SW-8 800S162-43 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C. SW-3.62B 362S162-54 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C. SW-3.62A 362S162-43 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C. SIZE PANEL EDGES IN FIELD INTO ROOF DECK INTO STEEL MARK STUDS SHEATHING SCREW SPACING BOTTOM TRACK SCREW ATTACHMENT STEEL STUD SHEAR WALL SCHEDULE PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 3 5 P M S C H E D U L E S S T E E L SE-004 N 20 PLN3 32/5 32/5 32/5 32/5 12 12 - - 24 24 NOT ALLOWED B 20 PLB 36/7 36/7 36/7 36/7 12 12 12 12 18 18 NOT ALLOWED B 18 PLB 36/7 36/7 36/7 36/7 12 12 12 12 18 18 NOT ALLOWED WELD HILTI PINS PNEUTEK SCREWS WELD HILTI PINS PNEUTEK SCREWS WELD VSC2 BP MARK GAUGE TYPE CROSS-PANEL PATTERN ALONG FLUTES SPACING (IN) SIDELAP CONNECTION SPACING (IN) ROOF DECKING SCHEDULE 12' - 0" 800S162-54, TYPE J3 VERTICLIP SL800 SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT 8'-0" 800S162-54, TYPE J3 VERTICLIP SL800 SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT 15' - 0" UP TO 3' - 0" PARAPET 800S162-33 @ 16" O.C. CLARK DIETRICH MAX TRACK 2D 3" LEG 54 MIL, SEE DETAIL A1/SE-511. 800T125-54 REQUIRED @ 4'-0" O.C. VERTICAL OR SHEATHING BOTH SIDES 8" UP TO 15'-0" 5'-6" 800S162-54, TYPE J1 - SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT 12'-0" 600S162-54, TYPE J3 VERTICLIP SL600 SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT 8'-0" 600S162-54, TYPE J3 VERTICLIP SL600 SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT 15' - 0" UP TO 3' - 0" PARAPET 600S162-54 @ 16" O.C. CLARK DIETRICH MAX TRACK 2D 3" LEG 54 MIL, SEE DETAIL A1/SE-511. 600T125-54 REQUIRED @ 4'-0" O.C. VERTICAL OR SHEATHING BOTH SIDES 6" UP TO 15'-0" 5'-6" 600S162-54, TYPE J1 - SIMPSON 3/8" TITEN HD ANCHOR WITH 2 1/2" EMBEDMENT MAX. WALL HEIGHT STUD TYPE TOP CONNECTION BOTTOM CONNECTION BRIDGING JAMB DEPTH JAMB HEIGHT MAX. OPENING WIDTH JAMB OPTIONS TOP CONNECTION BASE CONNECTION WALL JAMB EXTERIOR STUD WALL SCHEDULE (NON-BEARING) NO SCALESE-004 3 TYPICAL STEEL STUD JAMB DETAILS 12'-0" 8'-0" 1 800PRO300-68MIL WITH HDSC-97 BRACKET -- 8'-0" 4'-0" 1 800PRO300-54MIL WITH HDSC-97 BRACKET --8'-0" 12'-0" 8'-0" 1 600PRO350-97MIL WITH HDSC-97 BRACKET -- 8'-0" 4'-0" 1 600PRO350-68MIL WITH HDSC-97 BRACKET --6" WALL STUD DEPTH WALL HEIGHT ABOVE OPENING MAX. OPENING WIDTH CONFIGURATION HEADER CONNECTION, ANGLE OR CONNECTION TRACK COMMENTS HEADER SCHEDULE 8" 1 800T125-33 -- 6" 1 600T125-54 --8'-0" UP TO 12'-0" - WALL HEIGHT ABOVE OPENING MAX. OPENING WIDTH WALL STUD DEPTH CONFIGURATION HEADER CONNECTION, ANGLE OR CONNECTION TRACK COMMENTS SILL SCHEDULE NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 L-5 10'-0" TO 12'-0" 6"X4"X3/8" L-4 9'-0" TO 10'-0" 5"X3-1/2"X5/16" L-3 7'-0" TO 9'-0" 4"X3-1/2"X5/16" L-2 5'-0" TO 7'-0" 3-1/2"X3-1/2"X5/16" L-1 UP TO 5'-0" 3-1/2"X3-1/2"X1/4" MARK CLEAR OPENING ANGLE SIZE STEEL ANGLE LINTEL SCHEDULE 2 INDICATES NOTES ARE KEYED ON PLAN. 1.6" CONCRETE SLAB ON 4" FREE DRAINING GRAVEL. REINFORCE WITH #4 AT 18"O.C. EACH WAY, CENTER OF SLAB. F.S.E. = 100'-0" UNO. ELEVATION 100'-0" ON STRUCTURAL SHEETS SHALL BE EQUAL TO ELEVATION 0'-0" ON THE ARCHITECTURAL SHEETS. THE FINISH FLOOR ELEVATION SHALL BE 100'-0" 2.SEE ARCHITECTURAL DRAWINGS FOR SLOPES AND RECESSES IN FLOOR SLABS. 3.DRILL AND EPOXY DOWELS TO MATCH HORIZONTAL REINFORCING IN NEW WALL AND FOOTING INTO EXISTING WALL AND FOOTING. SIX INCH MINIMUM EMBED. 4.FOR CONCRETE WALL REINFORCING, SEE CONCRETE WALL SCHEDULE ON SHEET SE-003. 5.FOR CONCRETE PIER/COLUMN REINFORCING, SEE CONCRETE PIER SCHEDULE ON SHEET SE-003. 6.FOR STEEL COLUMN BASEPLATE SIZES AND CONFIGURATIONS, SEE BASEPLATE SCHEDULE ON SHEET SE-004. 7.FOR CORNER, INTERSECTION, AND END BARS IN CONCRETE WALLS SEE DETAILS E4/SE501 AND E5/SE501. 8.FOR CONTROL JOINTS IN SLABS ON GRADE SEE DETAIL E3/SE501. 9.FOR UTILITY PIPES AND SLEEVES AT FOOTINGS AND WALLS SEE DETAILS E1 & E2/SE501 AND B4/SE501. 10.FOR BURIED UTILITY LINES LOCATED 24" OR LESS BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL A5/SE5-01. SEE OWNER FOR STRUCTURAL FILL AROUND BURIED UTILITY LINES 24" OR GREATER BELOW FOOTINGS. 11.FRENCH DRAIN. COORDINATE WITH ARCHITECT AND MECHANICAL. 12. RECESS SLAB AT RESTROOMS. COORDINATE WITH ARCHITECT. 13. EXISTING COURTYARD, SEE ARCH. SHEET NOTES INDICATES CONCRETE PIER, SEE SCHEDULE FOR SIZE AND REINFORCING LEGEND INDICATES CONCRETE SLAB ON GRADE, SHEET NOTES FOR THICKNESS AND REINFORCING INDICATES CHANGE IN ELEVATION OR RECESSED SLAB INDICATES CONCRETE FOOTING & FOUNDATION WALL SEE SCHEDULES FOR SIZE AND REINFORCING INDICATES CONCRETE WALL SEE SCHEDULES FOR SIZE AND REIFORCING INDICATES RECESS IN CONCRETE FOUNDATION WALL INDICATES STEP IN WALL, SEE DETAIL D4 AND D5/SE501SS INDICATES RECESSED SLAB, SEE ARCH. INDICATES STEEL HSS COLUMN AND BASE PLATE, SEE SCHEDULE H SS?? INDICATES STEEL WIDE FLANGE COLUMN AND BASE PLATE, SEE SCHEDULE W ?X?? INDICATES FLOOR SLAB ELEVATION BP -?BP -? T.F. = ??'-??"INDICATES TOP OF FOOTING ELEVATION INDICATES TOP OF WALL ELEVATION INDICATES TOP OF PIER ELEVATION T.W. = ??'-??" T.P. = ??'-??" CW-? CW-? FRAME ELEVATION VIEW 1 Ref SE?-?? INDICATES DETAIL SECTION VIEW. ? SE?-?? ? SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT. F.S.E. = F-????'-??"INDICATES CONCRETE FOOTING TYPE AND TOP OF FOOTING ELEVATION CP-? 30' - 11 1/4" 21' - 2" F 1 1 2 2 5 5 E D C B 6 6 G 3 3 4 4 A.L 01.2 01.2 A.R 5.8 5.8 A.7 H SS 6 X6X3/8 B P -1 H SS 6 X6X3/8 BP -11 H SS 6 X6X3/8 BP -1 H SS 6 X6X3/8 BP -11 H S S 6 X 6 X 3 /8 B P -1 1 H SS 6 X6X1/2 BP -11 H SS 6 X6X1/2 BP -11 H SS 6 X6X3/8 BP -11 H SS 6 X6X3/8 BP -11 H SS 6 X6X3/8 BP -11 H SS 6 X6X3/8 BP -1 H SS 8 X6X3/8 B P -12 H S S 8 X 6 X 3 /8 B P -1 2 HSS8X6X3/8 BP-12 HSS8X6X3/8 BP-12 H SS 6 X6X3/8 B P -1 H SS 6 X6X3/8 BP -11 H SS 6 X6X3/8 B P -11 H SS 6 X6X1/2 B P -11 H SS 6 X6X3/8 B P -11 HSS6X6X3/8 BP-11HSS6X6X1/2 B P -11 H SS 6 X6X3/8 B P -11 H SS 6 X6X3/8 B P -11 100' -0"F-3C100' -0"F-3C 10 0 ' - 0" F -3C 100' -0"F-3C 100' -0"F-3C 10 0 ' - 0" F -3C 99' -4"F-5 99' -4"F-699' -4"F-6 99' -4"F-5 C P -1 C P -1C P -1 C P -1 C P -1 C P -1 C P -1 97' -0"F-4X7 97' -0"F-2C 97' -0"F-2C 97' -0"F-2C 97 ' - 0" F -2C 97' -0"F-3 97' -0"F-5 97 ' - 0" F -2C 97' -0"F-6 97' -0"F-6 97' -0"F-3 97' -0"F-3 97' -0"F-5 97' -0"F-5 97' -0"F-5 97' -0"F-5 97' -0"F-5 97' -0"F-3 97 ' - 0" F -2C 97 ' - 0" F -2C 97 ' - 0" F -2C 97 ' - 0" F -2C 97' -0"F-2C97 ' - 0" F -3C 97' -0"F-3C 97 ' - 0" F -3C 97' -0"F-2C 97 ' - 0" F -2C 97' -0"F-2C 97' -0"F-4X797' -0"F-4X7 97' -0"F-4X7 97' -0"F-4X7 97' -0"F-4X7 97' -0"F-4X7 97 ' - 0" F -2C 97' -0"F-5 99' -4"F-599' -4"F-5 99' -4"F-6 99' -4"F-6 99' -4"F-6 99' -4"F-6 C W -1 0 A CW-10A CW-10A CW - 1 0 A CW-10A CW - 1 0 A CW-10A CW - 1 0 A CW - 1 0 A CW-10A CW - 1 0 A CW-10A C W -1 4 A CW - 1 2 A CW-10A CW - 1 0 A CW-14A CW - 1 0 A CW - 1 0 A CW-10A CW - 1 0 A CW - 1 0 A CW-10A CW-10A CW - 1 0 A CP-1CP-1 C P -1 H SS 6 X6X3/8 BP -11 H S S 6 X 6 X 3 /8 B P -1 1 C P -2C P - 2 H SS 8 X6X3/8 BP -12 H SS 8 X6X3/8 B P -12 H SS 8 X6X3/8 BP -12 H SS 8 X6X3/8 B P -12 C4 SE-503 TYP. C4 SE-503 TYP. B2 SE-503 B2 SE-503 C1 SE-503 C1 SE-503 A1 SE-503 CW-16ACW-1 6 A C W -2 4 A 97' -0"F-3C CW-24ACW-24A CW-24A 97' -0"F-3C 11 H SS 6 X6X3/8 B P -11 C4 SE-502 B1 SE-502HSS4X4X1/4 97' -0"F-3C CW-10A T.P. = 99' - 4" TYP. TYP. TYP. TYP. TYP.TYP. 49' - 0 3/4"49' - 0 3/4" A1 SE-201 _______ T.P. = 99' - 4"H SS 6 X6X3/8 B P -11 H SS 6 X6X3/8 BP -11 T.P. = 99' - 4" H S S 4 X 4 X 1 /4 4' - 7 3/8" 6 ' - 5 5 /8 " 0' - 11 1/4" 0' - 11 1/4" 6' - 0" 1 1 12 12 8' - 6 " 2' - 6 " 3' - 1 0 " 3' - 6 1 / 8 " 0' - 4 3/4" 0' - 4 3/4" 0' - 8 1/2" 0' - 11 1/4" 13 97' -0"F-3C D2 SE-502 D5 SE-502 2 2 2 2 8' - 8"28' - 0 3/4"8' - 6 7/8"7' - 6 3/8"8' - 6 7/8"28' - 0 3/4"8' - 8" PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 3 8 P M F O U N D A T I O N P L A N SE-101 1/8" = 1'-0"SE-101 1 FOOTING AND FOUNDATION PLAN NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 2 2 INDICATES NOTES ARE KEYED ON PLAN. 1.FOR ROOF DECK NOTES, SEE SCHEDULE. 2.ALL ROOF JOISTS SHALL HAVE 2½" BEARING ENDS AND SHALL BEAR 2½"MIN. ON STEEL BEAMS. STAGGER JOIST AT STEEL BEAMS AS REQUIRED FOR MIN. BEARING. PROVIDE JOIST BRIDGING PER SJI STANDARDS. 3.ALL EXTERIOR STUD SHALL BE 6" METAL STUDS AS CALLED OUT ON SHEET SS-502. FOLLOW DETAILS SHOWN IN SS-503. 4.STEEL BEAM TO BE 1/2" OFF GRID FOR WALL SIDING TO RUN FULL HEIGHT. BEAMS ON GRID 2 ARE OFFSET TOWARDS GRID 1. BEAMS ON GRID 3 ARE OFFSET TOWARDS GRID 4. 5.3/4" TONGUE AND GROOVE FIRE RATED FLOOR SHEATHING. 6.SEE DETAIL B5/SE-511 FOR GUARDRAIL SUPPORTS. 7.DECK BEARING ELEVATIONS ARE SYMETRICAL ABOUT CENTER OF BUILDING. DBE OF GRID 1 = DBE OF GRID 6, ETC. 8.3/8"X5" BY CONTINUOUS PLATE WITH 3/4"Ø BY 5" HEADED STUDS AT 24"O.C. ON TOP OF MASONRY WALL. PROVIDE 5/16" BY CONTINUOUS BENT PLATE TO SUPPORT ROOF DECK. WELD BENT PLATE TO FLAT PLATE WITH 3/16" FILLET WELD BY 2" LONG AT 12"O.C. EACH SIDE. WELDS MAY STAGGER. SHEET NOTES INDICATES BRACE CONNECTION. INDICATES CONCRETE SLAB ON GRADE, SEE SHEET NOTES INDICATES STEEL ROOF DECK SPAN DIRECTION, SEE SHEET NOTES INDICATES FRAME ELEVATION VIEW OPEN INDICATES OPENING IN DECK, SEE TYPICAL OPENING IN FLOOR DECK DETAILS 1 Ref SE?-?? INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULE INDICATES DIFFERENT FLOOR DECK LEGEND INDICATES TOP OF WALL ELEVATION INDICATES TOP OF PIER ELEVATION T.W. = ??' -??" T.P. = ??' -??" INDICATES MOMENT FRAME BRACING DR-? INDICATES TOP OF STEEL ELEVATIONT.S. = ??' -??" INDICATES DETAIL SECTION VIEW ? SE?-?? INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT ? SE?-?? INDICATES STEEL HSS (HSS) COLUMN AND BASE PLATE, SEE SCHEDULESHSS??BP -???-?? INDICATES WOOD SHEATHING SPAN DIRECTION, SEE PLAN NOTES. FF 1 1 2 2 5 5 EE DD CC BB 6 6 G G 3 3 4 4 A.L 01.2 01.2 A.R 5.8 5.8 A.7 A.7 Clr-3 Clr-4 Clr-3.5 Clr-5.5 SE-121 3 W 2 1 X 5 7 W 1 4 X 2 2 HS S 1 0 X 6 X 1 / 4 W18X35 W 2 1 X 5 0 W21X57 W 1 4 X 2 2 HS S 1 0 X 6 X 1 / 4 W18X35 W1 8 X 3 5 B Y C O N T . W 2 1 X 5 0 W2 1 X 5 0 HS S 1 0 X 6 X 1 / 4 W1 4 X 2 2 W 2 1 X 5 7 W21X57 W1 4 X 2 2 W10X17 HS S 1 0 X 6 X 1 / 4 W 1 8 X 3 5 H SS5X5X5/16 A BOV E H SS5X5X5/16 A BOV E H SS5X5X5/16 A BO V E H SS5X5X5/16 A BO V EHSS5X5X5/16 A BOVE H SS5X5X5/16 A B O V EHSS5X5X5/16 A BO V E H SS5X5X5/16 A BOV E SE-121 2 A4 SE-521 A4 SE-521 2.5K3 2.5K3 2.5K3 2.5K3 2.5K3 W8X10 W18X50W12X22W18X50 A1 SE-522 A1 SE-522 A1 SE-522 A1 SE-522 A2 SE-522 B3 SE-521 B3 SE-521 SIM @ 16 K 9 57 " O . C . W 1 8 X 3 5 W1 8 X 3 5 B Y C O N T . W 1 8 X 3 5 W 1 8 X 3 5 A4 SE-521 W1 8 X 3 5 B Y C O N T . W 1 8 X 3 5 W 1 8 X 3 5 B1 SE-521 B1 SE-521 B1 SE-521 B1 SE-521 W8X10 HSS4X4X1/4HS S 4 X 4 X 1 / 4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HS S 4 X 4 X 1 / 4 HSS4X4X1/4HSS4X4X1/4 HSS4X4X1/4 HS S 4 X 4 X 1 / 4 HSS4X4X1/4 HSS4X4X1/4HSS4X4X1/4 HS S 4 X 4 X 1 / 4 HSS4X4X1/4 HSS4X4X1/4 A5 SE-521 TR U S S L O A D 1 0' - 0 5/8" 44 0' - 0 1/2"0' - 0 1/2" 44 SE-521 B2 26K626K6 28K7 28K7 26K6 28K7 28K7 @ 26 K 7 55 " O . C . @ 26 K 7 65 1 / 4 " O . C . @ 26 K 7 55 1 / 4 " O . C . 26K6 28K7 28K7 @ 26 K 7 55 " O . C . @ 26 K 7 65 1 / 4 " O . C . @ 26 K 7 55 1 / 4 " O . C . W18X50W18X50 28K7 28K7 W12X22 W18X50W18X50 W18X35W10X12W10X12W18X35 2' - 0 " B4 SE-521 B4 SE-521 W8X10 W8X10 W10X17W10X17 W10X17 B4 SE-521B4 SE-521 A4 SE-521 W 1 8 X 3 5 2.5K3 2.5K3 W8X10 H SS5X5X5/16 A BOV E H SS5X5X5/16 A BOV E W 2 1 X 5 0 A3 SE-521 3' - 9 1/8"3' - 9 1/8"8' - 6 7/8"8' - 6 7/8"8' - 8"28' - 0 3/4"28' - 0 3/4"8' - 8" W 1 8 X 3 5 A3 SE-521 SIM N-20 N-20 B-20 B-20 B-20 B-20 B-20 B-20 11 1 1 1 1 1 1 A1 SE-201 _______ 0' - 11"0' - 11" 4' - 7 1/2" 0' - 1 0 5 / 8 " 1' - 6 1/4" H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 C1 SE-521C1 SE-521 C1 SE-521 C1 SE-521 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 H SS 6 X4X3/8 MW-10A MW-10A SW-6 SW - 6 SW - 6 SW-6 SW - 6 SW - 6 MW - 1 0 A 7' - 0" 36 P S F 7' - 0" 36 P S F 7' - 0" 36 P S F 7' - 0" 36 P S F 2 C1 SE-522 C1 SE-522 2 2 C1 SE-522 2 C1 SE-522 2 DBE = 115'-2 3/16" GRID 5.8 DBE = 115'-0" GRID 6 DBE=115'-9 3/16" GRID 5 DBE=115'-11 3/8" GRID 4 2 2 2 2.5K3 2.5K3 2.5K3 C2 SE-522 2 C2 SE-522 2 10 SS-503 8 F 25 E D C B G 34 A.L A.R A.7 Clr-3 Clr-4 Clr-3.5 Clr-5.5 HS S 5 X 5 X 5 / 1 6 B Y C O N T . HSS5X5X5/16 HSS5X5X5/16 HSS5X5X5/16 HS S 5 X 5 X 5 / 1 6 B Y C O N T . HS S 5 X 5 X 5 / 1 6 B Y C O N T . HSS5X5X5/16 H S S 5 X 5 X 5 /1 6 HSS5X5X5/16 A3 SE-522 A3 SE-522 A3 SE-522 SE-521 C3 HSS5X5X5/16 1 1 B-18 B-18 2 SE-522 1 B3 SE-522 B3 SE-522 HS S 5 X 5 X 5 / 1 6 B Y C O N T . 2 25 E D C 34 @ 80 0 S 1 6 2 -54 16 " O . C . @ 80 0 S 1 6 2 -54 16 " O . C . @ 80 0 S 1 6 2 -54 16 " O . C . @ 80 0 S 1 6 2 -54 16 " O . C . 5 5 SW-3.62A SW - 3 . 6 2 B SW-3.62A SW - 3 . 6 2 B SW-3.62A SW - 8 SW - 8 SW-3.62A SW - 8 SW - 8 SW - 3 . 6 2 B SW - 3 . 6 2 B SW-3.62ASW-3.62A SW - 3 . 6 2 B SW - 3 . 6 2 B SW-3.62ASW-3.62A 80 0 S 1 6 2 - 9 7 80 0 S 1 6 2 - 9 7 6 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 3 9 P M R O O F F R A M I N G P L A N SE-121 1/8" = 1'-0"SE-121 1 ROOF FRAMING PLAN 1/8" = 1'-0"SE-121 3 CLEARSTORY FRAMING PLAN 1/8" = 1'-0"SE-121 2 MEZZANINE FRAMING PLAN NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 DBE = 121'-6" DBE = 121'-6" 1/4 1/4 ROOF JOIST L2X2X1/4 ANGLE BRACE FROM ANGLE BEARING TO BOTTOM CHORD PANEL POINT (NOT REQ'D IF ANGLE BEARS AT TOP CHORD PANEL POINT) DECK OPENING L6X4X5/16 ANGLE (LLV) UP TO 10'-0" L4X4X5/16 UP TO 4'-0" L3X3X1/4 LLV (TYP.) STEEL ROOF JOIST, TYP. STEEL ROOF JOIST, TYP. B A A B ROOF OPENINGS GREATER THAN 9" OR MECHANICAL UNIT LESS THAN 1000 LBS NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT. 4" MIN. NEXT OPENING 2'-0" MIN. TO NO DECK RIBS SHALL BE REMOVED. ROOF DECK 4"Ø MAX. HOLE AT 3" DECK 3"Ø MAX. HOLE AT 1.1/2" DECK NEXT OPENING 3'-0" MIN. TO MAXIMUM UNREINFORCED OPENING REINFORCED OPENINGS UP TO 9" MAX. 8" MIN.9" MAX.16 GA. PLATE W/ #10 SCREWS AT 6"O.C. MAX. AT PERIMETER SECTION PLAN NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT. SE E P L A N ROOF DECK BOTTOM CHORD LOADS TOP CHORD LOAD DOUBLE ANGLE STRUT (1) EACH SIDE PANEL POINT 0' - 6"0' - 6" 3/16 CONCENTRATED LOADS ON BOTTOM CHORD OF JOISTS NOTES: 1.PROVIDE DOUBLE ANGLE STRUTS BETWEEN CONCENTRATED LOAD AND PANEL POINT ON OPPOSITE CHORD WHERE CONCENTRATED LOADS EXCEED 150#. ANGLE STRUTS SHALL BE AS FOLLOWS: 2.WHERE CONCENTRATED LOADS OCCUR WITHIN 6" OF PANEL POINT, NO STRUT IS REQUIRED. ± 6" MAX.2 2 1 1 STEEL BEAM, SEE PLAN HSS5X2-1/2X3/16 BETWEEN JOISTS @ DRAG BEAMS ONLY ROOF JOIST, SEE PLAN JOIST TO BEAM 1/4 STAGGER JOIST AS REQ'D TO PROVIDE MIN. BEARING PER JOIST SUPPLIER. 1/4 2@12 DECK WELD 3/4 THE ABOVE RECOMMENDATIONS SHALL BE TAKEN IMMEDIATELY AFTER THE REMOVAL OF THE INTERFERING BRIDGING. ANY INTERFERING BRIDGING IS NOT TO BE REMOVED PRIOR TO DECKING INSTALLATION. DECKING MUST BE IN PLACE AND ATTACHED IN ACCORDANCE WITH THE ERECTION DOCUMENTS AND THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. IF THIS SUBSTITUTED BRIDGING INTERFERES WITH THE DUCT PASSAGE, ADDITIONAL WELDED HORIZONTAL BRIDGING SHALL BE INSTALLED IN THE ADJACENT JOIST SPACES AS SHOWN BELOW: WHERE DIAGONAL BRIDGING IS BEING REMOVED FROM BETWEEN JOISTS, BOLTED HORIZONTAL BRIDGING AT THE BOTTOM CHORD SHALL BE SUBSTITUTED FOR THE BOLTED DIAGONAL BRIDGING AT THESE LOCATIONS ADDITIONAL HORIZONTAL BRIDGING ADDITIONAL HORIZONTAL BRIDGING 5/16 3 SIDES 1/4 BEAM, SEE PLAN 3/8" STIFFENER EACH SIDE (4) 7/8"Ø BOLTS A490 BOLTS 1"X6"X12" CAP PLATE COLUMN, SEE PLAN HSS 5X2-1/2X3/16 BETWEEN JOISTS 3/16 5/16 5/16 BEAM, SEE PLAN COLUMN, SEE PLAN. CJP 1/2" SHEAR TAB WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS. CROSS BEAM NOT SHOWN FOR CLARITY. CONNECT SIMILAR TO SIDE BEAMS WITH CJP TOP AND BOTTOM FLANGE 4"X6"X6" PLATE AT BEAM FLANGE LOCATION 4"X6"X6" PLATE AT BEAM FLANGE LOCATION 5/16 3 SIDES 1/4 BEAM, SEE PLAN 3/8" STIFFENER EACH SIDE (4) 7/8"Ø BOLTS 1"X6"X12" CAP PLATE COLUMN, SEE PLAN HSS 5X2-1/2X3/16 BETWEEN JOISTS 3/16 5/16 5/8" SHEAR TAB COLUMN, SEE PLAN COLUMN, SEE PLAN 1/2" STEEL PLATE L3X3X1/4 ANGLE SUPPORTING BRICK VENEER MITER AT CORNER 1/4 1/4 1/2" STEEL PLATE 1/4 1/4 JOIST, SEE PLAN. BEAM, SEE PLAN. 3/8" EXTENDED STIFFENER PLATE, SEE SCHEDULE FOR BOLTS. BEAM, SEE PLAN. COPE AS REQUIRED. SHEAR TAB, SEE SCHEDULE 1/4 0' - 4 " 0' - 2 1/4" BRICK VENEER, SEE ARCH. L6X4X5/16 LINTEL TYPICAL 1/4 L3.5X3.5X5/16 LINTEL0' - 2 1/4" 1/4 BEAM, SEE PLAN 5/16 3 SIDES 1/4 BEAM, SEE PLAN 3/8" STIFFENER EACH SIDE (4) 7/8"Ø BOLTS A490 BOLTS 1"X6"X14" CAP PLATE COLUMN, SEE PLAN 5/16 DECK, SEE PLAN. L4X3X1/4 LLH LEDGER HANGLE. BRICK VENEER, SEE ARCH. METAL STUD, SEE SS502. METAL STUD, SEE SS502. STEEL BEAM, SEE PLAN. 3/4" = 1'-0"SE-521 D1 TYPICAL OPENINGS IN ROOF DECK DETAIL NO SCALESE-521 C4 48" TO 60" (2) L 2 1/2 X 2 1/2 X 1/4 30" TO 48" (2) L2X2X1/4 UP TO 30" (2) L1 1/2 X 1 1/2 X 1/4 DEPTH OF JOIST ANGLE SIZE NO SCALESE-521 B3 SE522/E4 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 4 1 P M R O O F F R A M I N G D E T A I L S - S T E E L SE-521 NO SCALESE-521 D4 DIAGONAL BRIDGING REPLACEMENT NO SCALESE-521 A4 NO SCALESE-521 B1 NO SCALESE-521 A5 NO SCALESE-521 B2 NO SCALESE-521 B4 NO SCALESE-521 C3 NO SCALESE-521 A3 NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 NO SCALESE-521 C1 2 2 2 2 BEAM, SEE PLAN 3/8" PLATE WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS. BEAM, SEE PLAN, NOTCH FLANGE AS REQUIRED. 3 SIDES 1/4 3/8" PLATE WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS. BEAM, SEE PLAN, COPE AS REQUIRED. 3 SIDES 1/4 JOIST, SEE PLAN.3/16 FLOOR JOIST, SEE PLAN STUD WALL, SEE PLAN, ALIGN WITH JOISTS WITH 1/8" MAXIMUM GAP BETWEEN TRACK AND STUD. 16 GAUGE TRACK 18 GAUGE WEB STIFFENER #8 TECK SCREWS AT 6"O.C. FIRE RATED WOOD SHEATHING, SEE PLAN. STUD WALL MAY CONTINUE, SEE ARCH. COLUMN, SEE PLAN 1/8 2 @ 12 COLUMN, SEE PLAN BEAM, SEE PLAN 3/16 BEAM, SEE PLAN 1/4 0' - 0 1/2" 3/4"X6.5"X11" BASE PLATE, WITH (4) 7/8"Ø BOLTS. OFFSET PLATE TO CENTER BOLTS ON BEAM BELOW 1/4" BENT PLATE 0' - 11 1/4" 0' - 3 " 3/16 3@12 0' - 3 1/2" COLUMN BELOW BEAM, SEE PLAN, MITER AT CORNER BEAM, SEE PLAN, MITER AT CORNER NOTE: DECK AND EDGE PLATE NOT SHOWN FOR CLARITY. 3/16 1/4" BENT PLATE 0' - 11 1/4" 0' - 3 " 3/16 3@12 0' - 3 " M A X . 600S162 54MIL STUD AT 16"O.C. SEE SS-502. 358S162 43 MIL AT 16"O.C. (4) #10 SCREWS 0' - 3 " M A X L3X3X1/4 WITH (2) #10 SCREWS PER STUD 3/16 2@12 L3X3X1/4 AT 6'-0" O.C. ANGLE TO BEAM AND JOIST3/16 BRICK VENEER STUD WALL, SEE SS-502 SIMPSON STRONGTIE MSSC4.25KW WITH 1/2"X3"X3" PLATE, OFFSET BOLT HOLE TO MISS BEAM FLANGE. STUD WALL, SEE SS502 BRICK LEDGER, SEE SCHEDULE BEAM, SEE PLAN ROOF DECK, SEE PLAN. FLATTEN AT BEAM TO WELD DECK TO AND ALLOW FLAT BEARING OF STUD WALL ABOVE. PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 4 2 P M R O O F F R A M I N G D E T A I L S - S T E E L SE-522 NO SCALESE-522 A1 NO SCALESE-522 A2 NO SCALESE-522 B1 NO SCALESE-522 B2 NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 3/4" = 1'-0"SE-522 A3 3/4" = 1'-0"SE-522 1 3/4" = 1'-0"SE-522 B3 3/4" = 1'-0"SE-522 C1 3/4" = 1'-0"SE-522 C2 2 2 ROOF STRUCTURE TSN STIFFCLIP DSLB CLIP @ EACH STUD W/ (3) #12 SCREWS INTO STUD AND (3) # 12 SCREWS INTO ANGLE METAL STUDS, SEE ELEVATIONS ROOF STRUCTURE TSN STIFFCLIP DSLB CLIP @ EACH STUD W/ (3) #12 SCREWS INTO STUD AND (3) # 12 SCREWS INTO ANGLE METAL STUDS, SEE ELEVATIONS EXISTING ROOF JOIST 600T250-68 DEFLECTION TRACK WALL STUD, SEE ELEVATION 12 " . 12 " . 12 " . 12 " . .. 1" @ 3 5/8" STUDS OR 1 1/2" @ 6" STUDS STUD, SEE WALL SCHEDULE PLUMBING PENETRATION TYPICAL STUD WALL FRAMING STUD REINFORCEMENT, MATCH STUD SIZE AND THICKNESS #8 SCREWS @ 6" O.C., (8) TOTAL TYPICAL STUD KNOCKOUT NOTE: CONTACT ENGINEER IF LARGER PENETRATION IS REQUIRED WALL STUD, SEE EXTERIOR FRAMING NOTES 2 3/4" MIN TO EDGE OF SLAB 3/8"Ø X 4" HILIT HUS-EZ W/ 3 1/4" EMBED @ 32" O.C. BOTTOM WALL TRACK, SEE EXTERIOR FRAMING NOTES . FULL HEIGHT JAMB STUDS, SEE STEEL STUD FRAMING NOTES FOR SIZES ATTACH TRACK TO SLAB USING (1) 3/8"Ø X 4" HILIT HUS-EZ ANCHORS W/ 3 1/4" MIN. EMBED. LOCATED AS SHOWN ABOVE. BOTTOM TRACK CONCRETE FOUNDATION WALL CONCRETE SLAB, SEE PLAN (1) #8 SCREW @ EACH FLANGE 20 GA. MIN. CLOSURE TRACK AS REQ'D. ATTACH W/ #8 SCREWS @ 16" O.C. COORDINATE W/ HEADER DETAILS O PENING TOP VIEW NOTE: IF ATTACHING ROOF DECK USE (4) #12 SCREW IN PLACE OF EACH TITEN HD. PLUMBING/ELECTRICAL PENETRATION IN TRACK CASE #1 0' - 1"0' - 1" BOTTOM TRACKSTUD, SEE WALL SCHEDULE 0' - 1"0' - 1" PLUMBING/ELECTRICAL PENETRATION IN TRACK BOTTOM TRACK STUD, SEE WALL SCHEDULE ADDITION TRACK ANCHORSCASE #2 BOTTOM TRACK, ATTACH TO STUDS SCREW LOCATIONS TSN STIFFCLIP CL600-118 @ EACH STUD W/ (6) #12 SCREWS INTO EACH STUD STEEL STUD PONY WALL SILL TRACK-WELD TOGETHER @ SPLICES OR SPLICE W/ NESTED STUD USE (1) 1/2"Ø HILIT HUS-EZ W/ 3 1/4" MIN. EMBED @ EACH STIFFCLIP 2"X2"X16 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4) #8 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD 1 1/2" X 16 GAUGE COLD ROLLED CHANNEL,TO BE SPACED AS REQ'D 24 " O . C . M A X . 1/8 2-16 WELD OPTIONSCREW OPTION BSCREW OPTION A JAMB STUDS CAP JAMB TRACK FOR WINDOW/DOOR ATTACHMENT. EXTEND 10" ABOVE HEADER AND 8" BELOW SILL CONNECTIONS #8 SCREWS @ 16" O.C. ATTACH STUDS USING (2) #10 SCREWS @ 16" O.C. ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK. 18 GA. MIN. USE (8) #10 SCREWS AS SHOWN WALL STUDS (2) #8 SCREWS @ 16" O.C. HEADER, SEE PLAN JAMB STUDS, SEE PLAN (8) #10 SCREWS INTO JAMB EACH SIDE OF JAMB EXTEND WEB OF VERTICAL STUDS AND LAP OVER JAMB EACH SIDE OF HEADER 1/4" MAX. 6 " M I N . SCREWS 1" O.C. TYP. EXIST. PENETRATION PER A STEEL PLATE TRACK, OR STUD. MATCH THICKNESS OF STUD TYPICAL INFILL OF FACTORY STUD PUNCHOUT 4 1/2" MAX. TYP. PENETRATION(HO LE PUNCHOUT) 6" MIN. 1 1/2" MAX. TYP. 2 4 " M I N . STUD AND PUNCHOUT TYPICAL ALLOWABLE STUD PUNCHOUT 10" MIN.24" MIN. 4 1/2" MAX. 2 1/2" MAX. 2 1/2" MAX. 4 1/2" MAX. BEARING CONDITION 8 " M I N . WEB TYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTION AND DRIFT STRUCTURAL FLOOR OR ROOF DECK, SEE PLAN EDGE ANGLE, SEE PLAN STEEL BEAM, SEE PLAN WALL STUD OR JAMB STUD, WHERE OCCURS DRIFT CLIP TYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTION STRUCTURAL FLOOR OR ROOF DECK, SEE PLAN EDGE ANGLE, SEE PLAN STEEL BEAM, SEE PLAN WALL STUD OR JAMB STUD, WHERE OCCURS DEFLECTION CLIP TYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTION STRUCTURAL FLOOR OR ROOF DECK, SEE PLAN EDGE ANGLE, SEE PLAN STEEL BEAM, SEE PLAN WALL STUD OR JAMB STUD, WHERE OCCURS RIGID CLIP 358S162 -43MIL STUDS AT 16"O.C. WITH (3) #10 SCREWS EACH END MINIMUM. STRUCTURAL FRAMING, SEE STRUCTURAL PLAN. NO SCALESS-503 1NO SCALESS-503 2 NO SCALESS-503 3 NO SCALESS-503 4 NO SCALESS-503 5 NO SCALESS-503 6 DOOR JAMB ANCHORAGE NO SCALESS-503 7 TYPICAL BOTTOM TRACK PENETRATION DETAIL NO SCALESS-503 8 NO SCALESS-503 9 TYP. LATERAL BRACING/BRIDGING NO SCALESS-503 11 TYP. BUILT-UP STUDS STITCHING DETAIL NO SCALESS-503 12 TYPICAL BOX HEADER CONNECTION DETAIL NO SCALESS-503 13 PROJECT NAME: SHEET NAME: SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com B R I G H A M Y O U N G U N I V E R S I T Y - I D A H O S P O R I A N N E X 11513 BID DOCUMENTS 11/27/2019 TBSE INC. 801 298-8795 1/ 2 9 / 2 0 2 0 5 : 3 7 : 4 3 P M E x t e r i o r S t e e l S t u d D e t a i l s SS-503 NO SCALESS-503 14 TYPICAL STEEL STUD WALL BYPASS DETAILS NO. DESCRIPTION DATE 2 ADDENDUM 3 1/29/2020 3/4" = 1'-0"SS-503 10 SECTION AT ENTRY 2 PA R K I N G , S E E C I V I L NE W B U I L D I N G C O N S T R U C T I O N LO C A T I O N O F B U I L D I N G O N S I T E TO B E D E T E R M I N E D R E L A T I V E T O ME C H A N I C A L E N C L O S U R E PA R K I N G , S E E C I V I L 8' - 6" 2' - 0 " EXISTING MECHANICAL ENCLOSURE AE 5 0 2 6 AE 5 0 2 6 AE 5 0 2 6 PL A N T I N G , S E E L A N D S C A P E PL A N T I N G , S E E L A N D S C A P E AE 5 0 4 1 EX I S T I N G S I D E W A L K 36 ' - 0 " 16 7 ' - 1 1 / 2 " 6 4 ' - 0 " 3 0 ' - 0 " 8 ' - 0 " PA R K I N G , S E E C I V I L AD A P A R K I N G S T A L L SI G N I N T H I S L O C A T I O N AD A P A R K I N G S T A L L SI G N I N T H I S L O C A T I O N ST O P S I G N I N TH I S L O C A T I O N 2 ' - 0 " T Y P 1 7 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 5' - 0"24' - 0" 24 ' - 0 " 20 ' - 0 " 24 ' - 0 " 20 ' - 0 " 2 0 ' - 0 " 2 4 ' - 0 " 2 0 ' - 0 " 14 4 ' - 1 1 / 2 " 2 ' - 0 " T Y P 2 ' - 0 " T Y P 2 ' - 0 " T Y P HA N D R A I L I N T H I S L O C A T I O N - SE E 5 / A E 5 0 2 HA N D R A I L I N T H I S L O C A T I O N -SEE 5/AE502 5' - 0" X 7 ' - 0" X 0' -6" CONCRETE PA D F O R B I C Y C L E R A C K . B I C Y C L E RA C K T O B E W A V E S T Y L E , GA L V A N I Z E D S T E E L , 2 " D I A M E T E R , 2' - 0" F R O M E D G E O F S L A B A N D 5 ' IN L E N G T H MO N U M E N T S I G N A G E 1 4 ' - 0 " 26 ' - 6 " 14 ' - 9 " 2 7 ' - 9 1 / 2 " FI R S T E A S T S E C O N D S O U T H 32' - 0"18' - 6"3' - 0"T Y P I C A L W I D T H O F D R I V E24' - 0 "PLANTING, SEE LANDSCAPE ASPHALT AND ROAD BASE TO BE REMOVED AND REPLACED WITH 12" MIN. FILL APPROPRIATE FOR PLANTING EXISTING IRRIGATION MANHOLE TO BE REMOVED1' - 5"EXISTING RETAINING WALL TO BE SAW CUT AND PARTIALLY REMOVED -SEE C1005' - 0"8' - 0"7' - 0"CURB TO BUMP OUT TO ACCOMMODATE FOR EXISTING AND REMAINING MANHOLE NEW 2' -0" CURB AND GUTTERADA CROSSWALK PAD WITH TRUNCATED DOMESADA CROSSWALK PAD WITH TRUNCATED DOMES AD A C R O S S W A L K P A D WI T H T R U N C A T E D D O M E S 36' - 8"ASPHALT AND ROAD BASE TO BE REMOVED AND REPLACED WITH 12" MIN. FILL APPROPRIATE FOR PLANTING W H E R E L A N D S C A P I N G H A S B E E N RE M O V E D F O R P A R K I N G , PR O V I D E 2 4 " O F P I T R U N B A S E W H E R E L A N D S C A P I N G H A S B E E N RE M O V E D F O R P A R K I N G , PR O V I D E 2 4 " O F P I T R U N B A S E NE W 2 ' - 0" C U R B AN D G U T T E R NEW 2' -0" CURB AND GUTTER NEW 2' -0" CURB AND GUTTER NE W 2 ' - 0" C U R B AN D G U T T E R NE W 2 ' - 0" C U R B AN D G U T T E R PL A N T I N G , S E E L A N D S C A P E NEW SIDEWALK CLARKE 2' - 0 " EXISTING CONCRETE STAIRS AND LANDINGS TO REMAIN PA R K I N G DE C L A R A T I O N S I G N IN T H I S L O C A T I O N TYPICAL WIDTH OF DRIVE24' - 0"PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 1 5 P M SITE PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE100K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SCALE: 1/16" = 1'-0" 1 SI T E PL A N NNO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 GENERAL NOTES 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.4. VERIFY EXISTING CONDITIONS AND DIMENSIONS 1 AE 2 0 1 2 AE 2 0 2 AE202 AE 2 0 1 1 2 1 OF F I C E 10 0 VE S T I B U L E 1 -A FO Y E R 1 -B OFFICE 105 VESTIBULE 1 -C CERAMICS CLASSROOM 104 WOMEN'S RESTROOM 103 ME N ' S RE S T R O O M 10 2 ME C H A N I C A L & EL E C T R I C A L RO O M 11 9 B CU S T O D I A L RO O M 11 9 A DATA ROOM 119C SC U L P T U R E CL A S S R O O M 10 1 WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1 -E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HALLWAY 1 -FGLAZING ROOM 118DAMP ROOM 104A CLAY STORAGE 117A RA K U K I L N A R E A 11 5 CLAY MIXING &DRY STORAGE 117 FO U N D R Y , FO R G E & WE L D I N G A R E A 11 1 HA L L W A Y 1 -D PL A S T E R A R E A 10 1 B FU R N I T U R E ST O R A G E A R E A 10 1 A 43 ' - 6 " 4 3 ' - 6 "8' - 3"14' - 4 1/2"44' - 3"2' - 2 1/2"9' - 3 1/2" 1' - 4 " 2 1 ' - 1 " 5 ' 10 ° 10 °7' - 2 1 /2 "7' - 0"4' - 0"12' - 0 " 1 2 ' - 0 " 4 ' - 0 " 7 ' - 0 " 7 ' - 2 1 / 2 " 28' - 6 5/8"8' - 2 1/8" 8' - 6 " 7' - 3 5 / 8 " 8' - 1 0 3 / 8 " 7' - 9 3 / 4 " 28 ' - 3 " 9 ' - 0 " 3 4 ' - 1 1 1 / 2 " 2 ' - 2 1 / 2 " 21' - 1"1' - 4" 8 ' - 0 1 / 2 " 1 4 ' - 3 " 1 3 ' - 4 " 9 ' - 3 1 / 2 " 11' - 1 3/4"18' - 1 1/4"7' - 6" 24 ' - 8 " 5' - 5 " 10 ' - 4 " 20 ' - 4 " 26 ' - 3 " 5' - 1 3/4"6' - 8"23' - 7" 7' - 6 " 23 ' - 4 3 / 4 " 11 ' - 6 " 2 2 ' - 1 1 " 8 ' - 8 " 5 ' - 4 " 2 2 ' - 4 " 1 ' - 0 " 8 ' - 6 " 1 2 ' - 2 " 1 ' - 6 " 3 ' - 6 " 1 0 ° 5 ' A6C3B1A1 A5 A5 C4 C4 C2 A1 B1 A6 C3 C5 C5 C2 C2 C4 C2 C2 C2 C2 C2 A1 B1 A1 A1 A1 C2 A1B1A1C3C2A2 A3 A2 C2 C2 C2 C1 C2 A1 C5 C4 C2 C2 C2 C1 C2 C2 C2 A1 C2 C2 C2 C2 C2 C2C2 C2 C2 B1 A2 A2 10 0 1B 1A 10 1 10 2 10 3 1041D1051C 104A 118 11 2 B 11 9 C 11 9 B 11 9 A 11 2 A 1E 11 4 1F 11 3 11 0 B 11 0 A 11 1 117A117C117B HI I H F FG GG GC D AB F FE B G G G GABOVEABOVE ABOVE ABOVE ABOVE ABOVE AB O V E AB O V E AB O V E AB O V E AB O V E AB O V E 3' - 1"C210' - 0" 10 ' - 0 " 6" 3 ' - 3 1 / 2 " AE 4 0 1 3B AE 4 0 3 2C 2D 2B 2A 3A AE 4 0 4 7B AE 4 0 1 1C AE4023A AE 4 0 2 1D AE 4 0 2 4A AE403 1B 1B 1C1A 4B 1A 1B 7A 3D 3C3B 1D 1C1A 2 AE 3 0 1 2 AE 3 0 3 2 AE 3 0 2 2 AE 3 0 4 1 AE3041AE303 1 AE 3 0 2 1 AE 3 0 1 AE403 3D3B3C 4C AE 4 0 1 2C 2B 2A AE402 2C 2A 2BAE4034D4A4B4C AE 4 0 4 2B 2A AE404 4C4B4A4D AE 4 0 4 1C 2B1A AE 5 0 1 3 AE5012B AE 5 0 1 2B 8' - 0 " AE 5 0 1 2A AE 4 0 1 4 AE4045 AE 4 0 4 3 AE 4 0 4 5 Mi r C5 AE 4 0 4 4C Mi r 4B M i r 4D M i r 4A Mi r A1 2 3 M E C H A N I C A L RI S E R R O O M 11 6 59 6" 11' - 0" 1 1 ' - 0 " AE 5 0 1 5A 9617' - 7"9' - 3 1/2" 16 ' - 4 " 19 ' - 8 3 / 4 " 8' - 1 0 1 / 4 " 7' - 3 3 / 4 " 8' - 6 " 10 ' - 1 0 3 / 4 " 3' - 3 " 10 ' - 6 1 / 4 " 8' - 0" AE 1 0 1 2 110 11 5 11 6 3A AE 4 0 4 6B 6A 6D 6C F 1 2 5 E D C B 6 G 3 4 A.L01.2 A. R 5. 8 A. 7 10 0 ' - 0 " 16 ' - 0 3 / 4 " 8' - 1 0 1 / 2 " 10 ' - 7 1 / 4 " 35 ' - 1 0 3 / 4 " 7' - 0 " 35' - 10 3/4"10' - 7 1/4"1 0 ° B2 B2 1 1 2 ' - 0 " 1 1 ' - 5 1 / 4 " 6 " 9 ' - 2 " 6 0 ' - 9 1 / 2 " 9 ' - 2 " 6 " 1 1 ' - 5 1 / 4 " 9 ' - 0 " 6 3 / 4 " 1 2 ' - 0 " 3 ' - 0 " 1 2 ' - 0 " 5 ' - 8 " 1 2 ' - 0 " 3 ' - 0 " 1 2 ' - 0 " 6 3 / 4 " 8' - 0" 8' - 0 " 10 ' - 0 " 26 ' - 9 1 / 4 " 26 ' - 4 1 / 4 " 26' - 10 1/2"10' - 0" 10 0 ' - 0 " 4' - 5 " 4' - 5" 4 1 / 2 " 2 1 / 2 " 2 " 4 " 1' - 0 " 6 " 2 1/4"6"4"2"1' - 0"6 3/4"12' - 0"3' - 0"12' - 0"5' - 8"12' - 0"3' - 0"12' - 0"6 3/4"112' - 0"9' - 0"11' - 5 1/4"6"9' - 2"60' - 9 1/2"9' - 2"6"11' - 5 1/4"4 1/2"2 1/2" 1 3 / 8 " 1' - 0 " 1' - 0" 3 1 / 8 " 3 1 / 8 " 13 0 13 0 130130 1 / A E 5 0 2 1 / A E 5 0 2 AE 5 0 2 11 B AE50211A AE 5 0 3 1A 3/4" / 1'-0"14' - 6"8"AE5032A C2 C4 C4 C2 C2 A1 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES 1' - 1 7 / 8 " 5/ 8 " T Y P E X G Y P S U M BO A R D IN T E R S T A T E MO D U L A R B R I C K BR I C K T I E S @ 2 4 " O . C . 2" R -10 R I G I D I N S U L A T I O N 6" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . 6" T O P T R A C K 5/ 8 " D E N S -GL A S S G O L D TY V E K B A R R I E R 6" B O T T O M T R A C K W E E P H O L E S @ 1 6 " O . C . 1" V E N T E D A I R G A P RO X U L M I N E R A L W O O L IN S U L A T I O N W I T H I N FR A M I N G 1" S P R A Y PO L Y U R E T H A N E IN S U L A T I O N 1' - 4 1 / 2 " TO P T R A C K BO T T O M T R A C K WE E P H O L E S @ 1 6 " O . C . RO X U L M I N E R A L W O O L IN S U L A T I O N W I T H I N FR A M I N G 6" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . 5/ 8 " T Y P E X G Y P S U M BO A R D IN T E R S T A T E MO D U L A R B R I C K BR I C K -TI E @ 2 4 " O . C . 1" A I R G A P TY V E K B A R R I E R 3 5 / 8 " C O L D -FO R M E D ST E E L F R A M I N G 1" V E N T E D A I R G A P 5/ 8 " D E N S -GL A S S G O L D 1" S P R A Y PO L Y U R E T H A N E IN S U L A T I O N 1' - 4 1 / 2 " IN T E R S T A T E M O D U L A R BR I C K 5/ 8 " D E N S -GL A S S G O L D 6" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . 6" T O P T R A C K 6" B O T T O M T R A C K BR I C K T I E S @ 2 4 " O . C . 1" V E N T E D A I R G A P W E E P H O L E S @ 1 6 " O . C . TY V E K B A R R I E R 4 7 / 8 " 3 5 / 8 " T O P T R A C K 3 5 / 8 " B O T T O M T R A C K 5/ 8 " T Y P E X G Y P S U M BO A R D 3 5 / 8 " C O L D -FO R M E D ST E E L F R A M I N G @ 1 6 " O . C . SO U N D B A T T I N S U L A T I O N IN S U L A T E D A L U M I N U M VE N E E R P A N E L 5/ 8 " D E N S -GL A S S G O L D 5/ 8 " T Y P E X G Y P S U M B O A R D 3 5 / 8 " T O P T R A C K 3 5 / 8 " C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . RO X U L M I N E R A L W O O L IN S U L A T I O N W I T H I N FR A M I N G TY V E K B A R R I E R 3 5 / 8 " B O T T O M T R A C K 6 5 / 8 " 1" S P R A Y P O L Y U R E T H A N E IN S U L A T I O N 1' - 0 " 6" T O P T R A C K 6" B O T T O M T R A C K 1" V E N T E D A I R G A P 5/ 8 " S L A T E D P L Y W O O D 5/ 8 " T Y P E X G Y P S U M BO A R D 1" T R A V E R T I N E V E N E E R TR A V E R T I N E -TI E TY V E K B A R R I E R 5/ 8 " D E N S -GL A S S G O L D 2" R -10 R I G I D I N S U L A T I O N 6" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . RO X U L M I N E R A L W O O L IN S U L A T I O N W I T H I N FR A M I N G 1" S P R A Y P L O Y U R E T H A N E IN S U L A T I O N 4 1/4"4 1/2"3 5/8" BOTTOM TRACK3 5/8" TOP TRACK3 5/8" BOTTOM TRACK3 5/8" TOP TRACK 3 5/8" COLD -FORMED STEEL FRAMING 3 5/8" COLD -FORMED STEEL FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD 5/8" TYPE X GYPSUM BOARDDISPLAY CASE GLASS3 5/8" COLD -FORMED HEADER 7 1 / 4 " 5/ 8 " T Y P E X G Y P S U M B O A R D 6" T O P T R A C K 6" B O T T O M T R A C K 6" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . SO U N D B A T T I N S U L A T I O N 1' - 1 7/8"5 3/8" AIR GAP 5/8" TYPE X GYPSUM BOARD3 5/8" TOP TRACK 3 5/8" BOTTOM TRACK3 5/8" COLD -FORMED STEEL FRAMING @ 16" O.C.SOUND BATT INSULATION 10 " DO U B L E W I D T H M O D U L A R BR I C K - CO L O R G O L D E N BU F F 2 1 / 2 " G R O U T S P A C E 9 5 / 8 " 6" T O P T R A C K IN S U L A T E D A L U M I N U M VE N E E R P A N E L TY V E K B A R R I E R 5/ 8 " D E N S -GL A S S GO L D 6" C O L D -FO R M E D S T E E L FR A M I N G 6" B O T T O M T R A C K RO X U L M I N E R A L W O O L IN S U L A T I O N W I T H I N FR A M I N G 5/ 8 " T Y P E X G Y P S U M BO A R D 1" S P R A Y P O L Y U R E T H A N E IN S U L A T I O N 24 ' - 0 " 2 8 ' - 3 1 / 2 " 63 64 1 ' - 0 3 / 4 " 2 ' - 6 " 11 ' - 1 1 1 / 2 " 2' - 6 " 9' - 6 1 / 2 " 3 C1 C5 C5 C1 ME C H A N I C A L L O F T 8 AE 5 0 2 1' - 3 7 / 8 " 8" T O P T R A C K IN T E R S T A T E MO D U L A R B R I C K BR I C K T I E S @ 2 4 " O . C . 1" V E N T E D A I R G A P TY V E K B A R R I E R 2" R -10 R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S GO L D 8" C O L D -FO R M E D S T E E L FR A M I N G @ 1 6 " O . C . 5/ 8 " T Y P E X G Y P S U M BO A R D 8" B O T T O M T R A C K W E E P H O L E S @ 1 6 " O . C . RO X U L M I N E R A L WO O L I N S U L A T I O N 1" S P R A Y PO L Y U R E T H A N E IN S U L A T I O N IN T E R S T A T E MO D U L A R B R I C K 1 1 / 2 " A I R G A P 8" C M U B L O C K RE B A R D O W E L S BR I C K T I E S @ 2 4 " O . C . 1' - 0 3 / 4 " WE E P H O L E S @ 1 6 " O . C . 9 1/4"5/8" TYPE X GYPSUM BOARD 8" COLD -FORMED STEEL @ 16" O.C.8" TOP TRACK 5/8" TYPE X GYPSUM BOARD 8" BOTTOM TRACKSOUND BATT INSULATION 2 ' - 1 0 " 1 2 ' - 0 " 1 ' - 1 0 " 1 ' - 2 " 1 2 ' - 0 " 1 ' - 2 " 2 8 ' - 6 " 1 0 1 / 2 " 1 2 ' - 0 " 1 ' - 8 " 1 ' - 4 " 1 2 ' - 0 " 1 2 ' - 0 " 1 ' - 4 " 1 ' - 8 " 1 2 ' - 0 " 1 0 1 / 2 " 2 8 ' - 6 " 1 ' - 2 " 1 2 ' - 0 " 1 ' - 2 " 1 ' - 1 0 " 1 2 ' - 0 " 2 ' - 1 0 " A6 42 63 2 8 ' - 0 " 2 8 ' - 0 " A5 A5 A5 A5 A5 A5 G GG G G G G G C 3 4 A. L A. R Cl r -3 Cl r -4 Cl r -3. 5 Cl r -5. 5 7' - 6 1 / 2 " 11 2 11 2 11 2 11 2 PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 2 2 P M FLOOR PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE101K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXAREA SCHEDULE TAG N A M E A R E A 1-A V E S T I B U L E 5 7 S F 1-B F O Y E R 1 1 1 4 S F 1-C V E S T I B U L E 6 2 S F 1-D H A L L W A Y 2 6 4 S F 1-E H A L L W A Y 1 1 3 S F 1-F H A L L W A Y 9 4 S F 100 O F F I C E 1 4 4 S F 101 S C U L P T U R E C L A S S R O O M 1 3 1 5 S F 101A F U R N I T U R E S T O R A G E A R E A 1 4 5 S F 101B P L A S T E R A R E A 1 7 4 S F 102 M E N ' S R E S T R O O M 2 0 5 S F 103 W O M E N ' S R E S T R O O M 2 0 6 S F 104 C E R A M I C S C L A S S R O O M 1 6 3 8 S F 104A D A M P R O O M 1 4 2 S F 105 O F F I C E 1 4 4 S F 110 W O O D S H O P 3 9 1 S F 111 F O U N D R Y , F O R G E & W E L D I N G AREA254 SF 112 K I L N R O O M 7 2 6 S F 113 B . F . A . S T U D I O 1 4 0 S F 114 T O O L R O O M 7 9 S F 115 R A K U K I L N A R E A 1 9 3 S F 116 M E C H A N I C A L R I S E R R O O M 6 5 S F 117 C L A Y M I X I N G & D R Y S T O R A G E 3 9 3 S F 117A C L A Y S T O R A G E 9 9 S F 118 G L A Z I N G R O O M 2 4 7 S F 119A C U S T O D I A L R O O M 6 6 S F 119B M E C H A N I C A L & E L E C T R I C A L ROOM220 SF 119C D A T A R O O M 6 6 S F 8754 SF TOTAL SC A L E : 1 / 8 " = 1 ' -0" 1 ME C H A N I C A L LO F T P L A N 2 F L O O R D R A I N I N T H I S L O C A T I O N W I T H 1/8":1'-0" FLOOR SLOPE TO DRAIN 3 M E C H A N I C A L L O F T P U L L - D O W N A C C E S S LADDER W/ GUARDRAIL AROUND THE THREE NON-ACCESS SIDES 42 R O O F M E M B R A N E B U I L T U P W I T H INSULATION TO FORM CRICKETS 59 S E E D E T A I L 1 / A E 5 0 2 F O R I N F O R M A T I O N ON THE EXISTING MECHANICAL YARD AREA 63 B I L C O 3 0 " X 3 0 " R O O F A C C E S S H A T C H W / FIX LADDER LEADING TO MECHANICAL LOFT BELOW 64 2 0 " L A D D E R A C C E S S T O R O O F A B O V E 96 4 ' X 4 ' C O N C R E T E S T O O P - S E E C I V I L 110 C O N C R E T E P A D C E N T E R E D B E N E A T H SCUPPER 112 3 ' R O O F W A L K I N T H I S L O A C A T I O N A N D I N THE ROOFTOP MECHANICAL UNIT ENCLOSURE 130 M E T A L W O O L I N S U L A T I O N A L O N G VESTIBULE WALLS 0 2' 4' 8' 16 ' N 0 2' 4' 8' 16 ' N 0 1'2'4'8'N A1 A2 A4 A3 4 A6 A7 B1 B2 C1 C2 C3 C4 C5 0 1'2'4'8'SCALE: 3" = 1'-0" WA L L T Y P E SC H E D U L E A5 SCALE: 1/8" = 1'-0" SC A L E : 1 / 8 " = 1 ' - 0 " 2 CL E A R S T O R Y W A L L S & M E C H EN C L O S U R E F L O O R P L A N 3 FL O O R PL A N NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 B1 B1 1 1 1 1 1 1 G G G G GGGG F F F F H H I I C D B B A E 3 3/8" / 1'-0"3 3/8" / 1'-0" 2 1 / 2 " / 1 ' - 0 " 2 1 / 2 " / 1 ' - 0 " 3 3 / 8 " / 1 ' - 0 " 3 3 / 8 " / 1 ' - 0 " 3 3/8" / 1'-0" 3 3 / 8 " / 1 ' - 0 " 12' - 2" 12 ' - 2 " 10 ' - 4 " 10 ' - 4 " 8' - 0 " 8' - 0 " 8' - 0 " 10 ' - 0 " 10' - 0"13' - 7"10' - 0"12' - 4" 10 ' - 0 " 12 ' - 4 " 13 ' - 5 " 10 ' - 0 " 13 ' - 5 " 10 ' - 0 " 12 ' - 4 " 12' - 4"10' - 0"10' - 0"13' - 5" G GG G AB O V E AB O V E OF F I C E 10 0 VE S T I B U L E 1 -A FO Y E R 1 -B OFFICE 105 VESTIBULE 1 -C CE R A M I C S CL A S S R O O M 10 4 WO M E N ' S RE S T R O O M 10 3 ME N ' S RE S T R O O M 10 2 ME C H A N I C A L & EL E C T R I C A L RO O M 11 9 B CU S T O D I A L RO O M 11 9 A DA T A R O O M 11 9 C SC U L P T U R E CL A S S R O O M 10 1 WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1 -E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HA L L W A Y 1 -F GL A Z I N G R O O M 118DAMP ROOM 104A CLAY STORAGE 117A RA K U K I L N A R E A 11 5 CL A Y M I X I N G & DR Y S T O R A G E 11 7 FO U N D R Y , FO R G E & WE L D I N G A R E A 11 1 HA L L W A Y 1 -D P L A S T E R A R E A 10 1 B FU R N I T U R E ST O R A G E A R E A 10 1 A 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 7' - 4 " 7' - 4 " 7' - 4 " HE A D E R HE A D E R 8' - 0 " 8' - 0 " 8' - 0 " ME C H A N I C A L L O F T A B O V E 3 65 65 65 65 65 65 65 65 65 65 65 6565656565 4 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE 1 5 1 3 AE151 3 AE151 3 AE151 3 AE151 3 AE151 3 AE151 3 AE 1 5 1 3 AE1514AE151 66 66 66 71 71 71 66 66 66 8' - 0" 5 ' - 6 " + / - T Y P B E T W E E N J O I S T S J O I S T A N D P A N E L 7 1 / 2 " + / - T Y P B E T W E E N BETWEEN PANELS 1 1 / 2 " + / - T Y P 6" T Y P B E T W E E N P A N E L S 10 9 10 9 15 ' - 9 " 15 ' - 9 " 15 ' - 0 " 15' - 0"15' - 0"15' - 3" 15 ' - 7 " 15 ' - 9 " 21 ' - 6 " 21 ' - 6 " 15' - 3"15' - 5" 15 ' - 1 1 " 15 ' - 9 " 15' - 2" 15 ' - 1 1 " 15 ' - 9 " 15 ' - 3 " 15 ' - 9 " 15 ' - 8 " 15 ' - 5 " 15 ' - 0 " 15 ' - 2 " 15 ' - 8 " 15 ' - 5 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 5 AE 1 5 1 TY P . 6 AE 1 5 1 TY P . 6 AE 1 5 1 TY P . 13 2 13 2 GYPSUM HARD -LID CEILING ARMSTRONG 2' x 4' ACT. PERFORATED METAL DROP -IN CEILING -SEE SPECS OPEN TO PAINTED STRUCTURE ABOVEARMSTRONG 2' x 8' METAL SOFFIT -SEE SPECS 2' x 2' ACT. DROP -IN CEILING3/4" WOOD VENEER1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES 3/ 4 " 4 5 ° M A X 4 5 ° M A X 4 5 ° M A X 4 5 ° M A X M A I N R U N N E R C R O S S R U N N E R 2" M I N . 2" M I N . (4 ) # 1 2 G A G E W I R E S S E C U R E D T O M A I N R U N N E R W I T H I N 2 " OF C R O S S R U N N E R I N T E R S E C T I O N & S P L A Y E D 9 0 D E G R E E S FR O M E A C H O T H E R A T A N G L E N O T E X C E E D I N G 4 5 DE G R E E S F R O M H O R I Z O N T A L P L A N E O F C E I L I N G . S T R U T F A S T E N E D T O T H E M A I N RU N N E R A N D E X T E N D E D A N D FA S T E N E D T O U N I S T R U T G R I D NO T E S : 1. M U S T M E E T I B C 2 0 1 5 2. F I R S T L I N E O F LA T E R A L B R A C I N G 48 " M A X . F R O M BO U N D A R Y W A L L O R CE I L I N G D I S C O N T I N U I T Y 3. A T T A C H T O B O T T O M E D G E O F V E R T I C A L F A C E E X I S T . ST R U C T . 4. E L E C T R I C A L F I X T U R E S N O T T O C O M P R O M I S E CE I L I N G P E R F O R M A N C E . 5. 1 2 G A G E V E R T . W I R E T O HA V E N O L E S S T H A N 3 TU R N S A F T E R B E I N G A T T A C H E D T O S U S P . CE I L I N G S Y S T E M . VE R T I C A L W I R E S 1 2 G A . A T 4' - 0 " O . C . ROLLER SHADE W/ HOUSINGKAWNEER 1600 CURTAIN WALL SYSTEM -SEE PLAN FOR REFERENCED WINDOW TYPE SUSPENDED CEILING TRACK3 5/8" COLD -FORMED STEEL @ 16" O.C.2' X 2' ACT CEILING GRID FOIL THERMAL BARRIER CL O S E R T R I M M A T C H H O U S I N G 2" RIGID INSULATION W/ 24 GA ANGLE CLIPS TO CURTAIN WALL. HOLD BACK 1" MIN FROM GLAZING OR AS SPECIFIED BY CURTAIN WALL MFG 2 1/2" 5/ 8 " X 4 " W O O D N A I L E R BR I C K V E N E E R PR E -FI N I S H E D M E T A L F L A S H I N G AI R B A R R I E R AL U M I N U M M U L L I O N W / TH E R M A L L Y B R O K E N S I L L 3" X 5 / 8 " W O O D S P A C E R PR I M A R Y S E A L SE C O N D A R Y S E A L PA I N T A B L E C A U L K A L L AR O U N D W A L L C O N S T R U C T I O N A S PE R W A L L T Y P E PA I N T E D S T E E L L I N T E L , S E E ST R U C T U R A L 5/ 8 " X 3 " N A I L E R RO L L E R S H A D E W/ H O U S I N G 2' - 0 " TE C T U M P A N E L ME T A L R O O F D E C K - SE E ST R U C T . FA S T E N E R @ 1 2 " O . C . - FA S T E N E R H E A D S T O B E FL U S H W I T H F A C E O F PA N E L 1 / 2 " PE R I M E T E R T R I M EX P O S E D T E E GR I D S Y S T E M AX -V -TB C (R E M O V E T A B ) AR M S T R O N G C E I L I N G T I L E AR M S T R O N G C E I L I N G T I L E PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 2 5 P M REFLECTED CEILING PLANCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE151K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SCALE: 1/8" = 1'-0" 1 RE F L E C T E D CE I L I N G P L A N REFLECTED CEILING PLAN LEGEND N 0 2'4'8'16'3 M E C H A N I C A L L O F T P U L L - D O W N A C C E S S LADDER 65 R O L L E R S H A D E W / H O U S I N G P O W E R E D B Y ELECTRIC MOTOR 66 S T R U C T U R A L J O I S T A B O V E - S E E STRUCTURAL (TYP)71 A R M S T R O N G T E C T U M D I R E C T - A T T A C H ACT. CEILING PANELS - 2' X 4', 2" THICK WITH BEVELED EDGES- ATTACHED TO ROOF DECKING AND CENTERED BETWEEN JOISTS (TYP) - SEE 1/AE151 109 P A I N T A N D T E X T U R E O N G Y P S U M B O A R D FOR SKYLIGHT CEILINGS 132 A R M S T R O N G 2 ' X 4 ' A C T . P E R F O R A T E D METAL DROP-IN CEILING. AREAS WITH CONTINUOUS GRIDS TO HAVE EXPOSED TEE GRID SYSTEM. WHERE THE PANELS ARE MISSING A CEILING PERIMITER TRIM IS TO BE USED. WHERE THE PANELS ARE COMPLETELY SEPERATED FROM THE MAIN BODY OF THE GRID SYSTEM, PANELS ARE TO BE SUSPENDED FROM STRUCTURE ABOVE - MAPLE COLOR SC A L E : 1 1 / 2 " = 1 ' -0" 2 LA Y -IN C E I L I N G DE T A I L 0 6" 1' 2' 4' 2" 4" 8" 16 " SCALE: 3" = 1'-0" 4 CU R T A I N @ C U R T A I N WA L L D E T A I L 0 1"2"4"8" SC A L E : 3 " = 1 ' -0" 3 CU R T A I N @ W I N D O W DE T A I L 0 1" 2" 4" 8" NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 SC A L E : 3 " = 1 ' -0" 5 CE I L I N G M O U N T I N G D E T A I L 0 1" 2" 4" 8" SC A L E : 3 " = 1 ' -0" 6 CE I L I N G E D G E D E T A I L 0 1" 2" 4" 8" 1 8' 4' 4'8'4'8' 8' 4' 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 11' - 6"25' - 6 1/2"25' - 6 1/2"15' - 8"8' - 2 1/2"8' - 2 1/2" 1 1 ' - 6 " 2 5 ' - 6 1 / 2 " 2 5 ' - 6 1 / 2 " 1 5 ' - 8 " 1' - 1 0 " 1' - 1 0 " 1' - 10"1' - 10" 8' - 2 1 / 2 " 8' - 2 1 / 2 " 5 AE 1 6 1 7 AE 1 6 1 8 AE 1 6 1 8' - 1 1/2"8' - 1 1/2" 8 ' - 1 1 / 2 " 8 ' - 1 1 / 2 " 3" / 1 ' - 0 " 3" / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0"1/4" / 1'-0"SCUPPER BELOW SC U P P E R B E L O W DR A I N A G E O P E N I N G T H R O U G H P A R A P E T . SE E D E T A I L 1 1 / A E 1 6 1 5 AE161 7 AE 1 6 1 7 AE 1 6 1 7 AE 1 6 1 7 AE 1 6 1 7 AE1617AE1617AE1617AE1617AE1617AE161 8 AE 1 6 1 8 AE 1 6 1 8 AE 1 6 1 8 AE 1 6 1 8 AE 1 6 1 41 40424242 42 424140 42 41 40 41 40 42 42 42 42 42 42 43 43 63 4 AE 1 6 1 2 AE 1 6 1 2 AE161 3 AE 1 6 1 42 42 42 42 1 AE 1 6 1 3 AE 1 6 1 1 AE 1 6 1 43 ' - 7 1 5 / 1 6 " 10 ' - 0 1 / 4 " 43' - 7 15/16" 43 ' - 7 1 5 / 1 6 " 10 ' - 0 1 / 4 " 43' - 7 15/16" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 1 / 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 1 / 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 "1 /4 " / 1 '-0 "1 /4 " / 1 '-0 "1 /4 " / 1 '-0 " 11 2 11 2 11 2 11 2 11 6 1 / 4 " / 1 ' - 0 " 7 AE 1 6 1 7 AE 1 6 1 7 AE161 7 AE161 9 AE 1 6 1 9 AE 1 6 1 9 AE1619AE161 10 AE 1 6 1 10 AE161 DRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE161 DR A I N A G E O P E N I N G T H R O U G H P A R A P E T . SE E D E T A I L 1 1 / A E 1 6 1 DRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE161 11 AE 1 6 1 11 AE16111AE161 11 AE 1 6 1 AE 5 0 3 9 13 3 13 4 13 3 13 5 13 6 136 136 13 9 13 8 13 7 1371. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E RO O F D E C K - SE E S T R U C T U R A L 3 5 / 8 " C O L D -FO R M E D S T E E L @ 16 " O . C . RO X U L M I N E R A L W O O L IN S U L A T I O N 6" R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N 5/ 8 " G Y P S U M B O A R D HO T -AI R W E L D FA S T E N E R 6 " M I N . RO O F D E C K - SE E ST R U C T U R A L 5/ 8 " G Y P S U M B O A R D BU I L T -UP R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E HO T -AI R W E L D FA S T E N E R 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . RO X U L M I N E R A L W O O L IN S U L A T I O N T. O . P A R A P E T 17 ' - 6" 4 " 3 " 6 " M I N . PR E -FI N I S H E D M E T A L C A P CO N T . A I R B A R R I E R 6" C O L D -FO R M E D S T E E L @ 1 6 " O. C . RO X U L M I N E R A L W O O L IN S U L A T I O N 1/ 2 " D E N S D E C K 5/ 8 " D E N S -GL A S S G O L D PV C R O O F I N G ME M B R A N E BU I L T -UP R I G I D PA P E R B A C K PO L Y I S O IN S U L A T I O N RO O F D E C K - SE E ST R U C T U R A L FA S T E N E R IN T E R S T A T E M O D U L A R BR I C K 5/ 8 " D E N S -GL A S S G O L D 2" X 4 " P R E S S U R E T R E A T E D FR A M I N G M E M B E R C U T T O 1 1/ 4 " : 1 " S L O P E HO T -AI R W E L D 1" A I R G A P BU I L T -UP R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N RO O F D E C K - SE E S T R U C T U R A L 1/ 2 " D E N S D E C K IN T E G R A L C U R B F L A S H I N G 1" R I G I D I N S U L A T I O N O R P E R RO O F H A T C H M F G . RE Q U I R E M E N T S RO O F H A T C H M F G . RE Q U I R E M E N T S RO O F F L A S H I N G PV C R O O F I N G M E M B R A N E JO I N T S E A L N T ME T A L F L A S H I N G W / DR I P E D G E 4" R I G I D I N S U L A T I O N ST A N D I N G S E A M ME T A L R O O F VA P O R B A R R I E R 1/ 2 " D E N S D E C K FA S T E N E R S @ 2 4 " O. C . FA S T E N E R @ 8 " O . C . RO O F D E C K - SE E ST R U C T U R A L 2" X 6 " L U M B E R ME T A L S O F F I T FA S T E N E R S @ 2 4 " O. C . ME T A L F L A S H I N G W / DR I P E D G E 4" R I G I D I N S U L A T I O N ST A N D I N G S E A M ME T A L R O O F VA P O R B A R R I E R 1/ 2 " D E N S D E C K FA S T E N E R S @ 2 4 " O. C . FA S T E N E R @ 8 " O . C . RO O F D E C K - SE E ST R U C T U R A L 2" X 6 " L U M B E R ME T A L S O F F I T ME T A L F L A S H I N G W / DR I P E D G E 4" R I G I D I N S U L A T I O N ST A N D I N G S E A M ME T A L R O O F VA P O R B A R R I E R 1/ 2 " D E N S D E C K FA S T E N E R @ 8 " O . C . RO O F D E C K - SE E ST R U C T U R A L 2" X 6 " L U M B E R FA S T E N E R S @ 2 4 " O. C . ME T A L F A S C I A 6' - 4 1 / 2 " SE A L A N T I N C L A M P I N G R I N G ME T A L D E C K P E R S T R U C T U R A L UN D E R D E C K C L A M P PI P I N G P E R PL U M B I N G 1/ 2 " D E N S D E C K RO O F M E M B R A N E CA S T I R O N S T R A I N E R VA P O R B A R R I E R 6" P A P E R B A C K R I G I D P O L Y I S O IN S U L A T I O N W / T A P E R E D PA P E R B A C K R I G I D P O L Y I S O IN S U L A T I O N SE T P R I M A R Y D R A I N A T T O P O F 6" P A P E R B A C K R I G I D P O L Y I S O IN S U L A T I O N SE T S E C O N D A R Y D R A I N 2 1 / 2 " A B O V E 6" P A P E R B A C K R I G I D P O L Y I S O IN S U L A T I O N PE W T E R F I N I S H E D SC U P P E R WA L L C O N S T R U C T I O N AS P E R W A L L T Y P E SC H E D U L E 6" PAPERBACK RIGID POLYISO INSULATION W/ TAPERED PAPERBACK RIGID POLYISO INSULATION 1/2" DENS DECK METAL DECK PER STRUCTURALSECONDARY DRAIN PIPE PER PLUMBING LA P S E A L A N T 8" 5 " WALL CONSTRUCTION AS PER WALL SCHEDULE PVC ROOFING MEMBRANE TO WRAP AROUND OPENINGFASTENER 1/2" DENS DECK TAPERED PAPERBACK RIGID INSULATION OVER 6" PAPERBACK RIGID INSULATION JOINT SEALERTERM BARPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 2 8 P M ROOF PLAN &DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE161K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SCALE: 1/8" = 1'-0" 6 RO O F PL A N 0 2'4'8'16'N SC A L E : 3 " = 1 ' -0" 8 RO O F @ C L E A R S T O R Y DE T A I L SC A L E : 3 " = 1 ' -0" 5 RO O F @ C U R T A I N W A L L DE T A I L SC A L E : 3 " = 1 ' -0" 7 RO O F @ P A R A P E T DE T A I L 1 L O U V E R W A L L 40 S E C O N D A R Y R O O F D R A I N , D R A I N A G E L I N E ROUTED TO SCUPPER 41 P R I M A R Y 4 " R O O F D R A I N 42 R O O F M E M B R A N E B U I L T U P W I T H INSULATION TO FORM CRICKETS 43 S T A N D I N G S E A M M E T A L R O O F 62 3 ' G A T E W I T H I N L O U V E R W A L L 63 B I L C O 3 0 " X 3 0 " R O O F A C C E S S H A T C H W / FIX LADDER LEADING TO MECHANICAL LOFT BELOW 112 3 ' R O O F W A L K I N T H I S L O A C A T I O N A N D I N THE ROOFTOP MECHANICAL UNIT ENCLOSURE 116 P R E F I N I S H E D M E T A L C H I M N E Y C A P T O MATCH PARAPET WALL CAP - SLOPE TO DRAIN TOWARD SKYLIGHT ROOF.133 8 " M E C H A N I C A L R O O F P E N E T R A T I O N - VERIFY WITH MECHANICAL 134 1 6 " M E C H A N I C A L R O O F P E N E T R A T I O N - VERIFY WITH MECHANICAL 135 6 " M E C H A N I C A L R O O F P E N E T R A T I O N - VERIFY WITH MECHANICAL 136 M E C H A N I C A L U N I T W I T H P E N E T R A T I O N - VERIFY WITH MECHANICAL FOR SIZE 137 2 1 " P L U M B I N G R O O F P E N E T R A T I O N - VERIFY WITH PLUMBING 138 2 " P L U M B I N G R O O F P E N E T R A T I O N - VERIFY WITH MECHANICAL 139 4 " P L U M B I N G R O O F P E N E T R A T I O N - VERIFY WITH MECHANICAL 0 1" 2" 4" 8" 0 1" 2" 4" 8" 0 1" 2" 4" 8" SC A L E : 3 " = 1 ' -0" 4 HA T C H DE T A I L 0 1" 2" 4" 8" SC A L E : 3 " = 1 ' -0" 2 ME T A L R O O F FL A S H I N G D E T A I L 0 1" 2" 4" 8" SC A L E : 3 " = 1 ' -0" 3 ME T A L R O O F @ S I D E DE T A I L SC A L E : 3 " = 1 ' -0" 1 ME T A L R O O F @ T O P DE T A I L 0 1" 2" 4" 8" 0 1" 2" 4" 8" SC A L E : 1 1 / 2 " = 1 ' -0" 9 RO O F D R A I N DE T A I L SCALE: 1 1/2" = 1'-0" 10 SC U P P E R DE T A I L 0 6" 1' 2' 4' 2" 4" 8" 16 " 0 6"1'2'4'2"4"8"16"SCALE: 3" = 1'-0" 11 DRAINAGE OPENING THROUGH PARAPETNO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0" 2 ' - 6 " 7 ' - 0 " 2 ' - 6 " 7 ' - 6 " 2 ' - 0 " 2' - 6"7' - 0"2' - 6"7' - 6" D C 1 AE 3 0 3 1 AE 3 0 2 1 AE 3 0 1 7877 83 81 77 82 82 78 PR O V I D E 3 ' X 5 ' S P A C E F O R I N S P I R A T I O N A L Q U O T E IN S C R I B E D I N T R A V E R T I N E - QU O T E T O B E D E T E R M I N E D 3 ' - 0 " 1 AE 5 0 3 LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0"T.O. PARAPET 17' -6" 3 ' - 0 " 7 ' - 0 " 10' - 0" 2 ' - 0 " G G G G F F B G G 110A 1A 3 ' - 0 " 2' - 0" 3' - 0 " 2 AE 3 0 1 2 AE 3 0 3 2 AE 3 0 2 2 AE3041 AE304 G G 12' - 0" 3' - 0 " 12 ' - 0 " 1' - 4 " 1' - 4 " 12 ' - 0 " 3' - 0 " 12 ' - 0 " 3' - 0 " 5' - 9 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 1 5 ' - 0 " 72 72 72 72 79 83 74 7480 80 77 77 73 73 73 73 78 43 82 3 ' - 0 " 7 ' - 0 " 78 78 78 78 78 78 74 74 74 74 11 0 3' - 0"77 77 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 3 4 P M EXTERIOR ELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE201K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXSCALE: 1/4" = 1'-0" 1 NO R T H EL E V A T I O N SCALE: 1/4" = 1'-0" 2 EA S T EL E V A T I O N 0 1'2'4'8'0 1'2'4'8'43 S T A N D I N G S E A M M E T A L R O O F 72 E X P A N S I O N J O I N T I N T H I S L O C A T I O N - S E E DETAIL 5/AE503 73 S T A N D A R D G O L D E N B U F F B R I C K W / 3 / 4 " INSET 74 P R E C A S T C O N C R E T E S I L L W / G R O U T JOINTS CENTERED UNDER VERTICAL MULLIONS OF RESPECTIVE WINDOW 77 2 " I N S U L A T E D M E T A L W A L L P A N E L 78 S T A N D A R D G O L D E N B U F F B R I C K 79 S C U P P E R C E N T E R E D B E T W E E N W I N D O W S 80 M E T A L P A N E L S O F F I T - S E E A E 1 4 1 81 1 " T R A V E R T I N E S U R F A C E 82 K A W N E E R 1 6 0 0 C U R T A I N W A L L S Y S T E M 83 S E E S H E E T A E 6 0 1 F O R W I N D O W T Y P E S 110 C O N C R E T E P A D C E N T E R E D B E N E A T H SCUPPER NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 1 LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0"T.O. PARAPET 17' -6" 7 ' - 0 " 7 ' - 6 " 2 ' - 6 " 1 1 ' - 0 " H I I H 1 AE 3 0 3 1 AE 3 0 2 1 AE 3 0 1 72 72 73 74 75 78 76 77 77 43 43 73 73 73 78 78 78 78 78 78 74 74 74 1 AE 5 0 3 LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0"T.O. PARAPET 17' -6"1C 11 7 B F F G G G G G G 3 ' - 0 " 7 ' - 0 " 3 ' - 0 " 3 ' - 0 " 2' - 0"B2' - 0"2 AE301 2 AE 3 0 3 2 AE 3 0 2 2 AE 3 0 4 1 AE 3 0 4 G G 12' - 0"3' - 0" 12 ' - 0 " 1' - 4 1 / 2 " 1' - 4 1 / 2 " 12 ' - 0 " 3' - 0 " 12 ' - 0 " 5' - 9 " 1 5 ' - 0 " EQ EQ 3' - 0 " 3' - 0 " 72 72 72 72 73 73 73 73 79 77 77 78 74 74 80 82 76 83 3 ' - 0 " 7 ' - 0 " 74 74 74 74 78 78 78 78 7878 78 77 80 11 0 771. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 4 1 P M EXTERIOR ELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE202K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXSCALE: 1/4" = 1'-0" 1 SO U T H EL E V A T I O N SCALE: 1/4" = 1'-0" 2 WE S T EL E V A T I O N 0 1'2'4'8'0 1'2'4'8'43 S T A N D I N G S E A M M E T A L R O O F 72 E X P A N S I O N J O I N T I N T H I S L O C A T I O N - S E E DETAIL 5/AE503 73 S T A N D A R D G O L D E N B U F F B R I C K W / 3 / 4 " INSET 74 P R E C A S T C O N C R E T E S I L L W / G R O U T JOINTS CENTERED UNDER VERTICAL MULLIONS OF RESPECTIVE WINDOW 75 3 ' X 5 ' L O U V E R E D V E N T I N W A L L 76 R A K U C H I M N E Y 77 2 " I N S U L A T E D M E T A L W A L L P A N E L 78 S T A N D A R D G O L D E N B U F F B R I C K 79 S C U P P E R C E N T E R E D B E T W E E N W I N D O W S 80 M E T A L P A N E L S O F F I T - S E E A E 1 4 1 82 K A W N E E R 1 6 0 0 C U R T A I N W A L L S Y S T E M 83 S E E S H E E T A E 6 0 1 F O R W I N D O W T Y P E S 110 C O N C R E T E P A D C E N T E R E D B E N E A T H SCUPPER NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 1 LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0"T.O. PARAPET 17' -6" 2 AE 3 0 1 2 AE 3 0 3 2 AE 3 0 2 2 AE3041 AE304 AE 3 1 0 6 AE 3 1 0 4 AE 3 1 0 1 AE3102 3 6 RAKU KILN AREA 115 KI L N R O O M 11 2 ME C H A N I C A L & EL E C T R I C A L RO O M 11 9 B HA L L W A Y 1 -D FO Y E R 1 -B M E C H A N I C A L M E Z Z A N I N E 86 751. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES LEVEL 1 -F.F.0"ROOF 15' -0"T.O. CLEARSTORY 21' -6"T.O. WINDOWS 10' -0"T.O. PARAPET 17' -6" 1 AE 3 0 3 1 AE 3 0 2 1 AE 3 0 1 AE 3 1 0 5 AE 3 1 0 5 AE 3 1 1 6 AE 3 1 0 3 AE3116 AE 3 1 0 3 VE S T I B U L E 1 -C FO Y E R 1 -B VESTIBULE 1 -A 84 84 86 86 42 42 80 80 1 AE 5 0 3 80 80 PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 4 7 P M BUILDING SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE301K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SCALE: 1/4" = 1'-0" 1 BU I L D I N G SE C T I O N 0 1'2'4'8'0 1'2'4'8'1 L O U V E R W A L L 3 M E C H A N I C A L L O F T P U L L - D O W N A C C E S S LADDER 6 D R I N K I N G F O U N T A I N A N D B O T T L E F I L L I N G STATION 42 R O O F M E M B R A N E B U I L T U P W I T H INSULATION TO FORM CRICKETS 62 3 ' G A T E W I T H I N L O U V E R W A L L 75 3 ' X 5 ' L O U V E R E D V E N T I N W A L L 80 M E T A L P A N E L S O F F I T - S E E A E 1 4 1 84 P E R F O R A T E D A U L U M I N U M C E I L I N G W I T H SLOPE - SEE AE151 86 E X P O S E D S T R U C T U R E I N T H I S A R E A - S E E STRUCTURAL SCALE: 1/4" = 1'-0" 2 BU I L D I N G SE C T I O N NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 1 RO O F 15 ' - 0" T. O . C L E A R S T O R Y 21 ' - 6" T. O . P A R A P E T 17 ' - 6" 4 ' - 0 " 2 ' - 6 " 4" 6" 7 ' - 0 " 3 ' - 0 " 1 ' - 0 " 2" X 8 " B A C K I N G F O R FL A S H I N G ME T A L R O O F D E C K PV C R O O F I N G M E M B R A N E PV C R O O F I N G M E M B R A N E RO O F F L A S H I N G 6" R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N BU I L T -UP R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N ME T A L R O O F D E C K AE 6 0 2 3 AE 1 6 1 8 1/ 2 " D E N S D E C K 1/ 2 " D E N S D E C K IN S U L A T E D A L U M I N U M VE N E E R P A N E L SO F F I T F L A S H I N G F O R M S 1" D R I P A N D I N T E G R A L CL E A T F O R F A S C I A P I E C E IN S U L A T E D A L U M I N U M VE N E E R P A N E L 5/ 8 " D E N S -GL A S S G O L D 5/ 8 " D E N S D E C K 5/ 8 " D E N S -GL A S S G O L D 6" C O L D -FO R M E D S T E E L @ 16 " O . C . 5/ 8 " G Y P S U M B O A R D 1 5 ' - 0 " SE E D O O R T Y P E S R E F E R E N C E ON F L O O R P L A N S HS S , S E E S T R U C T U R A L W -FL A N G E B E A M , S E E S T R U C T U R A L 5/ 8 " T Y P E X G Y P S U M B O A R D TY V E K V A P O R B A R R I E R T. O . C L E A R S T O R Y 21 ' - 6" 2 ' - 4 " AE 1 6 1 7 SH A F T L I N E R PV C R O O F I N G M E M B R A N E 6" R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N 5/ 8 " P L Y W O O D 2" X 4 " P R E S S U R E T R E A T E D FR A M I N G M E M B E R S T R I M M E D F O R A 1 / 4 " : 1 ' -0" S L O P E F O R P A R A P E T WA L L C A P PR E F I N I S H E D M E T A L P A R A P E T W A L L C A P ME T A L R O O F D E C K PV C R O O F I N G M E M B R A N E 6" R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N ME T A L R O O F D E C K VE N T I L A T I O N H O O D F O R RA K U K I L N A R E A F I R E P L A C E RO X U L M I N E R A L W O O L I N S U L A T I O N 1/ 2 " D E N S D E C K 1/ 2 " D E N S D E C K 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 5/ 8 " D E N S -GL A S S G O L D 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . IN T E R S T A T E M O D U L A R B R I C K 5/ 8 " D E N S -GL A S S G O L D 1" R I G I D I N S U L A T I O N AI R / M O I S T U R E B A R R I E R 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 1/ 2 " D E N S D E C K 1 /4 " / 1 '-0 " TY V E K V A P O R B A R R I E R RO O F 15 ' - 0" T. O . C L E A R S T O R Y 21 ' - 6" T. O . P A R A P E T 17 ' - 6" 4" 6" AE 5 0 3 4 1 ' - 0 " 3 ' - 0 " 2" X 8 " B A C K I N G F O R FL A S H I N G RO O F F L A S H I N G ME T A L R O O F D E C K 6" R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N PV C R O O F I N G M E M B R A N E ME T A L R O O F D E C K BU I L T -UP R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N PV C R O O F I N G M E M B R A N E RO X U L M I N E R A L W O O L IN S U L A T I O N 1/ 2 " D E N S D E C K 1/ 2 " D E N S D E C K SO F F I T F L A S H I N G F O R M S 1 " DR I P A N D I N T E G R A L C L E A T FO R F A S C I A P I E C E 5/ 8 " D E N S -GL A S S G O L D IN S U L A T E D A L U M I N U M VE N E E R P A N E L S 3 5 / 8 " C O L D -FO R M E D S T E E L @ 16 " O . C . 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " C O L D -FO R M E D S T E E L @ 16 " O . C . 4 ' - 0 " 2 ' - 6 " 1 5 ' - 0 " HS S , S E E S T R U C T U R A L 4" R U B B E R B A S E B O A R D TY V E K V A P O R B A R R I E R RO O F 15 ' - 0" T. O . C L E A R S T O R Y 21 ' - 6" T. O . W I N D O W S 10 ' - 0" T. O . P A R A P E T 17 ' - 6" 6" 6" 1 ' - 0 " 3 ' - 0 " 4 ' - 0 " 2 ' - 6 " 5 ' - 0 " 1 0 ' - 0 " 1 1/2" 2" x 8 " B A C K I N G F O R FL A S H I N G 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E 6" R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N RO O F F L A S H I N G ME T A L R O O F I N G D E C K 5/ 8 " D E N S D E C K RO X U L M I N E R A L WO O L IN S U L A T I O N IN S U L A T E D A L U M I N U M VE N E E R 5/ 8 " D E N S -GL A S S G O L D 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 3 5 / 8 " C O L D -FO R M E D ST E E L @ 1 6 " O . C . 1" A I R G A P 2" R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . 5/ 8 " T Y P E X G Y P S U M B O A R D DISPLAY CASE 3/ 4 " P L Y W O O D B A C K I N G 3" S L A T E D P L Y W O O D 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . VE N N E R W O O D 1/ 4 " T E M P E R E D G L A S S 5/ 8 " T Y P E X G Y P S U M B O A R D HS S , S E E S T R U C T U R A L 4" R U B B E R B A S E B O A R D CH A M F E R W / D R I P E D G E @ B A S E O F WA L L 2" R -10 R I G I D I N S U L A T I O N D O W N TO T . O . F O O T I N G AE3117 TY V E K V A P O R B A R R I E R TR A V E R T I N E T I E S @ 1 6 " O. C . H O R I Z O N T A L A N D @ 8 ' V E R T I C A L 1" T R A V E R T I N E V E N E E R FO R D I S P L A Y C A S E DE T A I L S , S E E 2 / A E 5 0 1 AE1615PVC ROOFING MEMBRANE 1/2" DENS DECK BUILT -UP RIGID PAPERBACK POLYISO INSULATION METAL ROOFING DECKROXUL MINERAL WOOL INSULATION 3 5/8" COLD -FORMED METAL STUDS @ 16" O.C.ALUMINUM KAWNEER 1600 CURTAIN WALL SYSTEM. SEE WINDOW TYPES REFERENCED ON PLAN.1/2" DENS DECKPREFINISHED METAL PARAPET WALL CAP 2" X 4" PRESSURE TREATED FRAMING MEMBER TRIMMED TO 1/4" / 12" SLOPE 2" X 4" CUT TO SLOPE 1 /4 " / 1 '-0 "5/8" PLYWOOD 5/8" GYPSUM BOARD1" X 4" FILLER CUT TO SLOPE W -FLANGE BEAM, SEE STRUCTURAL CHAMFER W/ DRIP EDGE @ BASE OF WALL 2" R -10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117 LE V E L 1 - F. F . 0" SE E D O O R T Y P E S R E F E R E N C E D ON P L A N SE E D O O R F R A M E T Y P E S RE F E R E N C E D O N F L O O R P L A N S 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 5/ 8 " G Y P S U M B O A R D 2' X 4 ' S U S P E N D E D A C T C E I L I N G 8 ' - 0 " AE 6 0 1 3 AE 6 0 2 6 RO O F 15 ' - 0" T. O . C L E A R S T O R Y 21 ' - 6" T. O . P A R A P E T 17 ' - 6" SE E W I N D O W T Y P E S R E F E R E N C E D O N P L A N RO O F F L A S H I N G 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E 2" X 8 " B A C K I N G F O R F L A S H I N G 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . 5/ 8 " D E N S -GL A S S G O L D RO X U L M I N E R A L W O O L I N S U L A T I O N 6" R I G I D P A P E R B A C K P O L Y I S O I N S U L A T I O N ME T A L R O O F I N G D E C K ME T A L R O O F I N G D E C K 5/ 8 " G Y P S U M B O A R D 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E 1/ 2 " D E N S D E C K SO F F I T F L A S H I N G F O R M S 1 " D R I P A N D IN T E G R A L C L E A R F O R F A S C I A P I E C E RO X U L M I N E R A L W O O L I N S U L A T I O N 3 5 / 8 " C O L D -FO R M E D S T E E L @ 1 6 " O . C . 5/ 8 " D E N S -GL A S S G O L D 2 ' - 6 " 4 ' - 0 " 1 ' HS S , S E E S T R U C T U R A L W -FL A N G E B E A M , S E E S T R U C T U R A L 4 " AE 6 0 1 8 6" 4" 1 5 / 8 " C O L D - FO R M E D S T E E L @ 1 6 " O . C . AE 5 0 3 4 PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 4 8 P M WALL SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE310K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 1 " = 1 ' -0" 1 SO U T H C L E A R S T O R Y W A L L S E C T I O N SC A L E : 1 " = 1 ' -0" 2 SO U T H K I L N A R E A W A L L S E C T I O N SC A L E : 1 " = 1 ' -0" 4 EN D S O F C L E A R S T O R Y WA L L S E C T I O N SCALE: 1" = 1'-0" 6 NO R T H C L E A R S T O R Y W A L L S E C T I O N SCALE: 1" = 1'-0" 7 NORTH CURTAIN WALL WALL SECTION 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3"6"1'2'0 3"6"1'2' SC A L E : 1 " = 1 ' -0" 3 IN N E R E N T R Y WA L L S E C T I O N SC A L E : 1 " = 1 ' -0" 5 EA S T & W E S T C L E A R S T O R Y W A L L S E C T I O N 0 3" 6" 1' 2' 0 3" 6" 1' 2' NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 AE 1 6 1 7 IN T E R S T A T E M O D U L A R B R I C K 2" R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D RO X U L M I N E R A L W O O L I N S U L A T I O N 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . PA R A P E T W A L L C A P 5/ 8 " P L Y W O O D 2" X 4 " P R E S S U R E T R E A T E D FR A M I N G M E M B E R C U T T O 1 / 4 " : 1 ' SL O P E M I N . T O W A R D S R O O F 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E BU I L T -UP R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N O V E R 6" R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N ME T A L R O O F I N G D E C K 5/ 8 " G Y P S U M B O A R D PR E C A S T C O N C R E T E S I L L SE E W I N D O W T Y P E S RE F E R E N C E D O N P L A N W -FL A N G E B E A M , S E E ST R U C T U R A L PA I N T E D S T E E L L I N T E L , SE E S T R U C T U R A L 4" R U B B E R B A S E B O A R D AE 6 0 1 8 AE 6 0 1 7 CH A M F E R W / D R I P E D G E @ BA S E O F W A L L 2" R -10 R I G I D I N S U L A T I O N DO W N T O T . O . F O O T I N G BR I C K T I E S @ 2 4 " O . C . T Y P . AE 3 1 1 7 LEVEL 1 -F.F.0"T.O. WINDOWS 10' -0"SEE DOOR TYPES REFERENCED ON PLANROXUL MINERAL WOOL INSULATION 6" COLD -FORMED STEEL @ 16" O.C.INSULATED ALUMINUM VENEER PANEL3 5/8" COLD -FORMED STEEL @ 16" O.C.AE6013 AE6026 2" X 4 " P R E S S U R E T R E A T E D FR A M I N G M E M B E R C U T T O 1 / 4 " : 1 ' SL O P E M I N . T O W A R D S R O O F 5/ 8 " P L Y W O O D PA R A P E T W A L L C A P IN T E R S T A T E M O D U L A R B R I C K 1 1 / 2 " R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D RO X U L M I N E R A L W O O L I N S U L A T I O N 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E AE 1 6 1 7 BU I L T -UP R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N O V E R 6" R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N ME T A L R O O F I N G D E C K 5/ 8 " G Y P S U M B O A R D PR E C A S T C O N C R E T E S I L L SE E W I N D O W T Y P E S RE F E R E N C E D O N P L A N 2" R I G I D I N S U L A T I O N W -FL A N G E B E A M , S E E ST R U C T U R A L AE 6 0 1 7 PA I N T E D S T E E L L I N T E L , S E E ST R U C T U R A L 4" R U B B E R B A S E B O A R D AE 6 0 1 8 CH A M F E R W / D R I P E D G E @ BA S E O F W A L L 2" R -10 R I G I D I N S U L A T I O N DO W N T O T . O . F O O T I N G AE 3 1 1 7 BR I C K T I E S @ 2 4 " O . C . T Y P ROOF 15' -0"T.O. PARAPET 17' -6" PA R A P E T W A L L C A P PV C R O O F I N G M E M B R A N E 1/ 2 " D E N S D E C K IN T E R S T A T E M O D U L A R B R I C K 5/ 8 " D E N S -GL A S S G O L D ME T A L R O O F I N G D E C K RO X U L M I N E R A L W O O L IN S U L A T I O N 6" C O L D -FO R M E D S T E E L @ 1 6 " O . C . INSULATED ALUMINUM VENEER PANEL SEE WINDOW TYPES REFERENCED ON PLAN PRECAST CONCRETE SILL INTERSTATE MODULAR BRICK 2" RIGID INSULATION 5/8" DENS -GLASS GOLD 6" COLD -FORMED STEEL @ 16" O.C.5/8" GYPSUM BOARDROXUL MINERAL WOOL INSULATION 2" X 4 " P R E S S U R E T R E A T E D FR A M I N G M E M B E R C U T T O 1/ 4 " : 1 ' S L O P E M I N . T O W A R D S RO O F 5/ 8 " P L Y W O O D 5/8" DENS -GLASS GOLD W -FL A N G E B E A M , S E E ST R U C T U R A L AE 6 0 1 7 PAINTED STEEL LINTEL, SEE STRUCTURAL 4" R U B B E R B A S E B O A R D AE 6 0 1 8 CH A M F E R W / D R I P E D G E @ BA S E O F W A L L 2" R -10 RIGID INSULATION DO W N T O T . O . F O O T I N G AE3117 2" R I G I D I N S U L A T I O N BU I L T -UP R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N O V E R 6 " R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N BR I C K T I E S @ 2 4 " O . C . T Y P . PRE -FINISHED METAL DRIP EDGE RO O F 15 ' - 0" T. O . W I N D O W S 10 ' - 0" T. O . P A R A P E T 17 ' - 6" AE 1 6 1 7 IN T E R S T A T E M O D U L A R B R I C K PA R A P E T W A L L C A P 5/ 8 " P L Y W O O D 2" X 4 " P R E S S U R E TR E A T E D F R A M I N G M E M B E R S TR I M M E D F O R A 1 / 4 " : 1 ' S L O P E M I N . TO W A R D S R O O F 1 /4 " / 1 '-0 " 2" R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D RO X U L M I N E R A L W O O L IN S U L A T I O N 6" C O L D -FO R M E D S T E E L @ 1 6 " O. C . 6" R I G I D P A P E R B A C K PO L Y I S O I N S U L A T I O N ME T A L R O O F I N G D E C K 5/ 8 " G Y P S U M B O A R D 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E ST A N D I N G S E A M M E T A L R O O F 4" R I G I D I N S U L A T I O N ME T A L R O O F I N G D E C K W -FL A N G E B E A M , S E E ST R U C T U R A L BR I C K T I E S @ 2 4 " O . C . T Y P . LE V E L 1 - F. F . 0" T. O . W I N D O W S 10 ' - 0" ST A N D I N G S E A M ME T A L R O O F 4" R I G I D I N S U L A T I O N ME T A L R O O F I N G D E C K IN T E R S T A T E M O D U L A R B R I C K 2" R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D RO X U L M I N E R A L W O O L IN S U L A T I O N 6" C O L D -FO R M E D S T E E L @ 16 " O . C . FL A S H I N G CH A M F E R W / D R I P E D G E @ BA S E O F W A L L 2" R -10 R I G I D I N S U L A T I O N DO W N T O T . O . F O O T I N G AE 3 1 1 7 BR I C K T I E S @ 2 4 " O . C . 1"2"1 1/2" ALUMINUM DRIP EDGE -SEAL AND ADHERE TO FOUNDATION 1"2 5/8"FOUNDATION DAMP PROOFING TO TERMINATE @ 3" ABOVE GRADE3"WALL CONSTRUCTION AS PER WALL TYPE PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 5 : 4 9 P M WALL SECTIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE311K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 1 " = 1 ' -0" 3 EA S T & W E S T L A B S WA L L S E C T I O N SC A L E : 1 " = 1 ' -0" 4 SO U T H WA L L S E C T I O N SCALE: 1" = 1'-0" 5 EA S T & W E S T R I B B O N WA L L S E C T I O N SC A L E : 1 " = 1 ' -0" 1 SO U T H K I L N R O O M WA L L S E C T I O N 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3"6"1'2' SC A L E : 1 " = 1 ' -0" 2 SO U T H R A K U K I L N WA L L S E C T I O N 0 3" 6" 1' 2' 0 1"2"4"8"NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 7 EXTERIOR FOUNDATION WALL SECTION SCALE: 1 1/2" = 1' -0"0 3"6"1'2'6 OUTER ENTRY WALL SECTION SCALE: 1" = 1' -0" 1 1 AE 3 0 3 1 AE 3 0 2 1 AE 3 0 1 8 ' - 0 " 8 ' - 0 " 87 84 84 82 82 86 88 88 88 89 90 90 90 10 0 10 5 A A 1 AE 3 0 3 1 AE 3 0 2 1 AE 3 0 1 7' 86 87 87 84 84 88 89 88 90 90 90 10 1 10 4 6' 6' 1 0 ' - 0 " 1 0 ' - 0 " 1 ' - 6 " 5 ' - 6 " 3 ' - 0 " 12 5 12 5 1 AE 5 0 3 2 AE 3 0 3 4 ' - 0 " 1 0 " 2 ' - 1 0 " 6' - 1 1 / 2 " 44 48 47 50 52 54 53 49 46 51 92 91 10 2 90 10 3 ' - 6 " 11 3 1 ' - 4 " 2 ' - 1 0 " 48 47 44 46 49 92 91 90 10 3 ' - 6 " 11 3 2 AE 3 0 3 3 ' - 5 1 / 2 " 1 ' - 4 " 57 45 92 91 90 3 ' - 6 " 11 3 2 AE303 3' - 5 1/2"1' - 4"1045 57 929190 3' - 6"113 1 AE 3 0 2 1 ' - 4 " 2 ' - 1 0 " 10 57 48 47 44 46 49 92 91 90 11 3 3 ' - 6 " 2 AE303 4' - 0"10"2' - 10" 6' - 1 1 / 2 " 46 49 47 48 44 55 53 9291103 90 11 3 3' - 6"5' - 2 1/2"3' - 0"2' - 4"5' - 10 1/2"1' - 7"14' - 7"22' - 0 1/2"10' - 6 1/2" 5 ' - 1 0 1 / 2 " 1 ' - 7 " 1 4 ' - 7 " 2 2 ' - 0 1 / 2 " 10 ' - 2 1 / 2 " 2' - 0 1/2"3' - 0" 5' - 2 1 / 2 " 1' - 6 " 1 2 ' - 0 " 3' - 6"3' - 6"3' - 0"1' - 5 1/2"12' - 0"10 10 46 44 47 48 57 56 5351 51 46 4445 45 57 47 48 555153 51 53 5649 52 49 54 50 12 6 AE5036A AE 5 0 3 6A 33"-36" 4 0 " BA B Y C H A N G I N G S T A T I O N TOILET PAPER DISPENSERPAPER TOWEL DISPENSER MIRROR AU T O M A T I C DO O R AC T U A T O R 36" MAX.39"-41"18" MIN.7"-9"15"-48"2' - 10"3' - 4"60" MIN.1' - 6" 3 ' - 4 " 6"3' - 0"39"-41"3' - 6"1' - 0"54" MIN. 4 ' - 0 " 1' - 0"DRINKING FOUNTAINPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 1 9 P M ENLARGED PLANS &INTERIOR ELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE401K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXSCALE: 1/4" = 1'-0" 4 EN L A R G E D F L O O R P L A N ME N ' S & W O M E N ' S R E S T R O O M S 10 T R A S H R E C E P T A C L E - O P / O I 44 S I N K F A C U E T T Y P . 45 B A B Y C H A N G I N G S T A T I O N - O P / O I 46 S I N K T Y P . 47 H A N D S O A P D I S P E N S E R T O B E C E N T E R E D IN THE MIRROR. SEE ELEVATION - OP/OI 48 M I R R O R - C P / C I 49 S O L I D S U R F A C E C O U N T E R T O P - S E E DETAIL 5/AE501 50 P R I V A C Y S C R E E N - S E E K E Y N O T E 1 2 6 51 A U T O M A T I C F L U S H V A L V E 52 U R I N A L 53 W A T E R C L O S E T 54 A D A A C C E S S A B L E S T A L L - S E E K E Y N O T E 126 55 T W O S T A L L B A T H R O O M W / A N A D A ACCESSABLE STALL - SEE KEYNOTE 126 56 A D A G R A B B A R S 57 1 8 " W A L L - M O U N T E D B E N C H C P / C I 82 K A W N E E R 1 6 0 0 C U R T A I N W A L L S Y S T E M 84 P E R F O R A T E D A U L U M I N U M C E I L I N G W I T H SLOPE - SEE AE151 86 E X P O S E D S T R U C T U R E I N T H I S A R E A - S E E STRUCTURAL 87 B U I L T - I N D I S P L A Y C A S E - S E E 1 / A E 5 0 1 88 P A I N T A N D T E X T U R E O N G Y P S U M B O A R D 89 S E A L E D C O N C R E T E 90 4 " R E S I L I E N T R U B B E R B A S E B O A R D 91 3 " X 1 2 " C E R A M I C T I L E W / A C C E N T B O A R D @ 36" A.F.F.92 C E R A M I C T I L E O N C O N C R E T E 113 3 " X 1 2 " C E R A M I C T I L E A C C E N T B A N D @ 3 6 " A.F.F.125 P I C T U R E R A I L M O U N T E D I N T H I S L O C A T I O N - 6" SHORT OF WALL LENGTH 126 A L U M I N U M M O U N T I N G T R A C K T O B E 1 / 8 " PROUD OF THE ACCENT TILE BAND - DO NOT STOP AND RESTART THE ALUMINUM TRACK - ROUTE FOR SMOOTH NOTCH -FINISH AND EASE THE EDGES 0 1'2'4'8' 0 1' 2' 4' 8' 3 SC A L E : 1 / 4 " = 1 ' -0" IN T E R I O R E L E V A T I O N S LO B B Y 1 IN T E R I O R E L E V A T I O N S ME N ' S R E S T R O O M 2 IN T E R I O R E L E V A T I O N S W O M E N ' S R E S T R O O M 0 1' 2' 4' 8' SC A L E : 1 / 4 " = 1 ' -0" 0 1'2'4'8'SCALE: 1/4" = 1'-0" A B A B C A B C NO R T H E L E V A T I O N EA S T E L E V A T I O N WE S T E L E V A T I O N NO R T H E L E V A T I O N EA S T E L E V A T I O N WEST ELEVATION NO R T H E L E V A T I O N SO U T H E L E V A T I O N SCALE: 1/2" = 1'-0" 5 TY P I C A L M O U N T I N G H E I G H T S NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 88 1698 1 ' - 0 " 2 ' - 0 " 9415 89 90 98 88 16 94 A 88 90 89 82 12 2 12 1 12 0 11 9 12 7 5 ' - 6 " 12 8 10 5 88 90 89 12 1 12 0 12 2 F 88 90 89 11 7 12 2 12 1 12 0 A 82 12 1 12 0 12 2 11 9 11 7 11 8 2 AE 3 0 4 F 88 65 35 90 89 H I 31 90 65 65 35 89 88 20 89 38 35 90 88 65 37 39 11 0 B 11 1 A1 C2 C2 10 5 AE 5 0 1 7 11 8 11 9 11 7 12 0 12 1 12 2 95 2 22 11 9 A 1 AE 3 0 2 1 AE 3 0 1 88 88 5 5 90 89 90 HE A D E R 1 AE3021 AE301 5 56888888 90 89 90HEADER10' - 0"10' - 4"10' - 0"10' - 4" 6 ' - 0 " 10 2 95 95 10 3 10 2 PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 3 8 P M ENLARGED PLANS &INTERIOR ELEVATIONSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE404K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 1 / 4 " = 1 ' -0" 5 EN L A R G E D F L O O R P L A N OF F I C E SC A L E : 1 / 2 " = 1 ' -0" 3 EN L A R G E D F L O O R P L A N CU S T O D I A L R O O M 0 6" 1' 2' 4' 0 6"1'2'4' 0 1' 2' 4' 8' 0 1' 2' 4' 8' 0 1'2'4'8' 0 6" 1' 2' 4' 2 F L O O R D R A I N I N T H I S L O C A T I O N W I T H 1/8":1'-0" FLOOR SLOPE TO DRAIN 5 1 2 " X 1 2 " X 1 8 " S C R A N T O N L O C K E R U N I T S - CP/CI 6 D R I N K I N G F O U N T A I N A N D B O T T L E F I L L I N G STATION 15 8 ’ X 3 ’ - 6 " S T A I N L E S S T E E L I S L A N D W / BASE CABINETS CP/CI 16 S I N G L E B A Y S I N K - C P / C I 22 1 ' - 3 " X 4 ' W A L L M O U N T E D S H E L V I N G U N I T , 7' TALL W/ 5 SHELVES - TYPICAL IN ROOM U.N.O. - OP/OI 31 1 ' X 4 ' S T A N D I N G S H E L V I N G U N I T , 3 0 " T A L L W/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI 35 2 ' X 2 ' W E L D I N G B E N C H - O P / O I 65 R O L L E R S H A D E W / H O U S I N G P O W E R E D BY ELECTRIC MOTOR 82 K A W N E E R 1 6 0 0 C U R T A I N W A L L S Y S T E M 88 P A I N T A N D T E X T U R E O N G Y P S U M B O A R D 89 S E A L E D C O N C R E T E 90 4 " R E S I L I E N T R U B B E R B A S E B O A R D 94 W A L L M O U N T E D S T A I N L E S S S T E E L COUNTER W/ 2' DEPTH, BULL-NOSE EDGE,& 4" x 3/4" BACKSPLASH 95 M O P S I N K W / F A U C E T A B O V E 98 O V E R H E A D A D J U S T A B L E S H E L V E S - O P / O I 102 W A L L M O U N T E D M O P A N D B R O O M HANGERS - CP/CI 103 C H E M I C A L D I S P E N S E R S - O P / O I 117 1 ' 3 " X 4 ' W A L L M O U N T E D A D J U S T A B L E SHELVING UNIT W/ 5 SHELVES - OP/OI 118 1 8 " X 6 8 " W O R K T A B L E O N C A S T E R S - CP/CI 119 C H A I R S - O P / O I 120 S T E E L C A S E O F F I C E C H A I R - O P / O I 121 S T E E L C A S E D E S K - O P / O I 122 1 ' 3 " X 4 ' W A L L M O U N T E D A D J U S T A B L E SHELVING UNIT W/ 3 SHELVES - OP/OI 127 8 ' X 4 ' W A L L M O U N T E D W H I T E B O A R D OP/OI 128 C O A T H A N G E R S M O U N T E D @ 5 ' - 6 " A . F . F . - OP/OI 0 1' 2' 4' 8' SC A L E : 1 / 4 " = 1 ' -0" 4 IN T E R I O R E L E V A T I O N S OF F I C E SC A L E : 1 / 4 " = 1 ' -0" SCALE: 1/4" = 1'-0" SC A L E : 1 / 4 " = 1 ' -0" SCALE: 1/4" = 1'-0" 6 IN T E R I O R E L E V A T I O N S CU S T O D I A L R O O M 7 IN T E R I O R E L E V A T I O N S HA L L W A Y 1 -D 1 IN T E R I O R E L E V A T I O N S FO U N D R Y 2 IN T E R I O R E L E V A T I O N S PL A S T E R A R E A A NO R T H E L E V A T I O N B EA S T E L E V A T I O N C SO U T H E L E V A T I O N D W E S T E L E V A T I O N A NO R T H E L E V A T I O N B EA S T E L E V A T I O N C SO U T H E L E V A T I O N D W E S T E L E V A T I O N A NO R T H E L E V A T I O N B SOUTH ELEVATION B SO U T H E L E V A T I O N C W E S T E L E V A T I O N A NO R T H E L E V A T I O N A NO R T H E L E V A T I O N B WEST ELEVATION NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 2C AE 5 0 1 2D AE 5 0 1 1 ' - 6 " 1' - 4 " 10 ' - 7 " 3 ' - 0 " 1 ' - 6 " 6" 2' - 0 " 1' - 0 " 2' - 0 " 1' - 0 " 2' - 0 " 6" RE C E S S E D " T " S T A N D A R D S WI T H P L Y W O O D F U R R I N G F O R HE A V Y S H E L F S U P P O R T 2D AE 5 0 1 8' - 0 " 1 ' - 6 " 2' 7 " G L A S S D O O R S 6" 2' - 0 " 6" 2' - 0 " 6" 2' - 0 " 6" RE C E S S E D " T " S T A N D A R D S WI T H P L Y W O O D F U R R I N G F O R HE A V Y S H E L F S U P P O R T 5 ' - 1 0 " 3/ 4 " P L Y W O O D B A C K I N G 3/ 8 " T E M P E R E D G L A S S 3/ 4 " V E N E E R W O O D 3/ 4 " V E N E E R W O O D 3/ 4 " S L A T W A L L W O O D BA C K I N G 5/ 8 " T Y P E X G Y P S U M BO A R D 5/ 8 " T Y P E X G Y P S U M BO A R D 5/ 8 " T Y P E X G Y P S U M BO A R D SL A T C U T I N T O W O O D FO R L O C K M E C H A N I S M SL A T C U T I N T O W O O D FO R L O C K ME C H A N I S M PR O V I D E R E C E S S E D "T " S T A N D A R D S W I T H PL Y W O O D F U R R I N G FO R H E A V Y S H E L F SU P P O R T 2 3 / 4 " 2 3 / 4 " 5 3 / 4 " 2 3 / 4 " 2 3 / 4 " 5 3 / 4 " 5 ' - 6 " 2 0 C U B B Y U N I T S 3 5 ' - 5 " + / - EN D T O L I N E U P W I T H T H E E N D O F W A L L S E P A R A T I N G T H E F U R N I T U R E ST O R A G E A N D P L A S T E R A R E A - AD J U S T D I M E N S I O N S A C C O R D I N G L Y 1 1 / 2 " 2 ' - 6 1 / 2 " 2' - 3 1 / 2 " 5/ 8 " 2' - 2 1 / 4 " 5/ 8 " 1 ' - 8 " 1 ' - 9 1 / 4 " 5 / 8 " 5 / 8 " 1/ 2 " 5/ 8 " 2' - 2 1 / 4 " 5/ 8 " 4 " 3 ' - 4 " 3 ' - 4 " 1' - 9 1 / 4 " 1 1 / 2 " 3 ' - 1 3 / 4 " 1 1 / 2 " 3 ' - 1 3 / 4 " 1 1 / 2 " 3/ 4 " 1' - 8 " 3/ 4 " 7 ' - 0 " AD J U S T A B L E M I D D L E SH E L F 1' - 9 1 / 4 " AD J U S T A B L E M I D D L E SH E L F 3/ 4 " P V C E D G E BA N D I N G 1"1 1/2"1/2"SPRAY FOAM INSULATION FULL DEPTH OF CAVITY.ALUM. CURTAIN WALL SYSTEM. SEE WINDOW TYPES REFERENCED ON PLANFRAMED WALL. SEE WALL TYPES REFERENCED ON PLAN.BACKER ROD & SEALANT.CONT."C" 22 GAUGE BREAK METAL FINISHED TO MATCH CURTAIN WALL.THIS STUD ALIGNS WITH FURRED WALL AGAINST CURTAIN WALL. 1B AE 5 0 1 1D AE 5 0 1 AE 5 0 1 1C 2" X 4 " X 3 . 8 " S T E E L T U B I N G 2" X 4 " X 3 . 8 " S T E E L T U B I N G 2" X 4 " X 3 . 8 " S T E E L T U B I N G 2" X 8 " L U M B E R R I P P E D T O 2 " X 6 3 / 4 " 2" X 8 " L U M B E R R I P P E D T O 2 " X 6 3 / 4 " 2 ' - 0 " 14 ' 2" X 6 " L U M B E R ( T Y P ) 1' - 2 1 / 4 " 2' - 1 1 / 4 " 2' - 1 1 / 4 " 1' - 2 1 / 4 " 1D AE 5 0 1 1/ 2 " S O L I D S U R F A C E - WI L S O N A R T F L I N T R O C K 9 2 0 7 C S 3/ 4 " P L Y W O O D B A C K I N G 2" X 4 " X 3 / 8 " S T E E L T U B E 4" X 4 " X 3 / 8 " S T E E L P L A T E 3/ 8 " X 3 " B O L T 2" X 8 " L U M B E R R I P P E D T O 2 " X 6 3 / 4 " EL E C T R I C A L D U P L E X O U T L E T B E L O W 2" 8 " EQ EQ 2 ' - 1 " 1B AE 5 0 1 1/ 2 " S O L I D S U R F A C E 3/ 4 " P L Y W O O D B A C K I N G EL E C T R I C A L D U P L E X E S T O B E M O U N T E D O N TH E U N D E R S I D E O F T H E T A B L E I N O R D E R T O SE R V E T W E L V E P O T T E R Y W H E E L S 2" X 8 " L U M B E R R I P P E D TO 2 " X 6 3 / 4 " ( T Y P ) 2" X 4 " X 3 / 8 " S T E E L T U B I N G ( T Y P ) 2" X 6 " L U M B E R ( T Y P ) EL E C T R I C A L C O N D U I T UP T H R O U G H F L O O R 3/ 8 " X 3 " B O L T 2" X 4 " X 3 / 8 " S T E E L T U B E 4" X 6 " X 3 / 8 " S T E E L T U B E 6" 4 " 5B AE5016' - 9"3' - 4 1/2"3' - 4 1/2"3' - 2"3' - 2"1 1/2" SHELF -2 LAYERS 3/4" MAPLE VENEER PLYWOOD WITH SOLID MAPLE EDGE BAND OUT FRONT FACE FINISH TO MATCH WORD BUILDING DOORS (TYP)3/4" MAPLE VENEER PLYWOOD TRIM2" X 3/4" MAPLE VENEER PLYWOOD TRIM -FINISH TO MATCH WOOD BUILDING DOORS 4" RUBBER BASE 1' - 6"1' - 6"1' - 6"2' - 2"7' - 0"2"2"2"3 1/4"1/2" SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH -WILSONART FLINT ROCK 9207CS. REPLACE WITH STAINLESS STEEL WHERE APPLICABLE 3/4" PLYWOOD 2"x2"x1/4" ANGLES @ 16" O.C. TAPER, GRIND AND SMOOTH EDGES, TYP. -POWDER COAT TO MATCH DOOR & WINDOW TRIM (VERIFY PEWTER GRAY)WELD ANGLE TO 1/4"X2"X8" FLOOR PLATE ANCHORED TO FLOOR SLAB W/ (2) 1/2" DIA. ANCHORS, TYP.1/4"X3" GUSSET PLATE2' - 0"(2) 1/4"x3" PLATES WELDED TO ANGLES AND TO FLANGE OF (2) METAL STUDS ONE ON EA. SIDE OF ANGLES. LENGTH EQUAL TO WITH OF COUNTER.WALL STUDS1/2"4" 2' - 6 " 1 ' - 0 " 3" 3" 2' - 0 " 3/ 4 " P L Y W O O D W I T H LA M I N A T E C O V E R SH E L V I N G S U P P O R T BR A C K E T S 1' - 0 " 3 / 4 " 3 " PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 3 9 P M DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE501K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 1 / 2 " = 1 ' -0" 3 CU B B Y W A L L DE T A I L S SCALE: 3" = 1'-0" 7 WALL TO MULLION 0 1"2"4"8" SC A L E : 1 " = 1 ' -0" SC A L E : 1 " = 1 ' -0" SC A L E : 1 " = 1 ' -0" 0 6" 1' 2' 4' 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 3" 6" 1' 2' 0 6" 1' 2' 4' 0 6" 1' 2' 4' SC A L E : 1 / 2 " = 1 ' -0" SC A L E : 1 / 2 " = 1 ' -0" 0 4" 8" 16 " 32 " SC A L E : 3 / 4 " = 1 ' -0" 0 4" 8" 16 " 32 " 0 1" 2" 4" 8" SC A L E : 3 " = 1 ' -0" B D A C C D A SC A L E : 1 " = 1 ' -0" 0 3" 6" 1' 2' SC A L E : 1 " = 1 ' -0" 1 A B CD 0 3"6"1'2'A SCALE: 1" = 1'-0"0 3"6"1'2'B 6SCALE: 1 1/2" = 1'-0" 5 COUNTER DETAIL 0 6"1'2'4'2"4"8"16" LO N G I T U D E S E C T I O N PL A N MO U N T I N G P L A T E DE T A I L PL A N PL A N PL A N EL E V A T I O N PL A N SE C T I O N SE C T I O N SE C T I O N ELEVATIONPLAN SC A L E : 3 / 4 " = 1 ' -0" SCALE: 1" = 1'-0"BUILT IN SHELF DETAILS CL A Y B E N C H DE T A I L S 2' 6 3 / 4 " G L A S S D O O R S 0 6" 1' 2' 4' 2" 4" 8" 16 " SC A L E : 1 1 / 2 " = 1 ' -0" B SE C T I O N 2 DI S P L A Y C A S E DE T A I L S 0 6" 1' 2' 4' 2" 4" 8" 16 " SC A L E : 1 1 / 2 " = 1 ' -0" 4 DI S P L A Y C A S E SH E L F D E T A I L S NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 1 1 1 1 Th e d i s p l a y c a b i n e t h a r d w a r e w i l l b e P P H O 1 5 1 C H C R L P o l i s h e d C h r o m e P r i m a # 1 Pi n 0 1 S e r i e s t o p o r b o t t o m m o u n t h i n g e , P P H O 1 5 2 C H C R L P o l i s h e d C h r o m e P r i m a # 2 P i n 0 1 S e r i e s t o p o r b o t t o m m o u n t h i n g e , a n d L K 3 4 2 K A C R L C h r o m e L o c k f o r 3 / 8 in c h G l a s s D o o r - Ke y e d A l i k e . T h e f i n i s h o n t h e l o c k v s t h e h i n g e s a r e n o t w r i t t e n t h e sa m e a n d t h a t c a u s e s s o m e c o n c e r n t h a t t h e y m a y n o t a p p e a r t h e s a m e . 8 ' - 1 1 / 2 " EX I S T I N G M E C H A N I C A L Y A R D A R E A 58 58 97 61 60 58 60 60 A7 A7 6 ' - 0 " 11 1 HA N D R A I L 1 4 ' - 2 " 1 ' - 8 " DU S T C O L L E C T O R AE 5 0 2 10 10 ' - 0 " 8' - 0 " 1' - 0 " AE 5 0 2 10 AE 5 0 2 9 13 1 60 8 ' - 6 " 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES 8"PROVIDE BACKER ROD AND SEALANT ABOVE GROUT FILL. SLOPE SEALANT AWAY FROM GUARDRAIL. SEALANT TO MATCH COLOR OF CONCRETE POWDER COATED STEEL HANDRAIL / GUARDRAIL NON -SHRINK GROUT 3" PRE -FORMED HOLE OR CORE DRILL -VERIFY THAT HOLE DOES NOT CONFLICT WITH CONCRETE HEATING SYSTEM 29 / 3 2 " BO T T O M LA N D I N G EX P A N S I O N J O I N T FI L L E R 1/ 2 " R A D I U S (T Y P I C A L ) #4 R E -BA R 1% S L O P E T Y P . 6" 7' - 0" AD J U S T A B L E BR A C K E T IN A L L O F F I C E S US E 1 " W O O D VE N E E R . U S E 1 " ME L A M I N E S H E L F WI T H P V C E D G E BA N D I N A L L OT H E R S P A C E S . AD J U S T A B L E ST A N D A R D @ 36 " O . C . M A X . 1' - 3" 7 R I S E R S @ + / - 5 1 / 2 " 6' W / 6 T R E A D S @ 1 ' 7 R I S E R S @ + / - 5 1 / 2 " 6 ' W / 6 T R E A D S @ 1 ' 8 ' - 0 " 9' - 0 " 15 ' - 0 " 1 4 ' - 0 " 9 R I S E R S @ + / - 5 " 8 ' W / 8 T R E A D S @ 1 ' 4 R I S E R S @ + / - 5 1 / 8 " 3' W / 3 T R E A D S @ 1 ' 10 ' - 0 " 8 ' - 0 " HA N D R A I L S HA N D R A I L S HA N D R A I L T O B E MO U N T E D O N T H E ME C H A N I C A L E N C L O S U R E WA L L EL E V A T I O N 4 8 9 3 . 9 5 TY P . A L O N G E D G E EL E V A T I O N 4 8 9 0 . 8 6 EL E V A T I O N 48 9 0 . 5 8 EL E V A T I O N 4 8 9 5 . 9 0 EL E V A T I O N 4 8 9 5 . 6 7 EL E V A T I O N 4 8 9 1 . 9 2 EL E V A T I O N 4 8 9 1 . 9 8 DO W N D O W N D O W N DO W N CO N C R E T E S I D E W A L K S ME C H A N I C A L Y A R D A R E A 3 AE 5 0 2 3 AE 5 0 2 2 AE 5 0 2 2 AE 5 0 2 3 AE 5 0 2 3 AE 5 0 2 2 AE 5 0 2 2 AE 5 0 2 1 ' - 0 " 1 ' - 0 " 1' - 0 " 1' - 0 " 29 / 3 2 " TO P LA N D I N G EX P A N S I O N J O I N T FI L L E R 1/ 2 " R A D I U S (T Y P I C A L ) #4 R E -BA R 1% S L O P E T Y P . 1' - 0 " 1' - 0 " 1 ' - 0 " 1 ' - 0 " 3 ' - 0 " 1" H A N D R A I L 3 6 " A B O V E F I N I S H E D C O N C R E T E - PO W D E R CO A T E D 1' H A N D R A I L R E T U R N T O P O S T - PO W D E R C O A T E D AD D I T I O N A L P O S T S T O B E A D D E D A S S O N O S P A C E BE T W E E N P O S T S I S G R E A T E R T H A N 4 ' - PO W D E R C O A T E D TO P L A N D I N G BO T T O M L A N D I N G 8" C M U B L O C K GO L D -BU F F E D S T A N D A R D B R I C K 6" A N C H O R B O L T 6" X 5 / 8 " S T E E L MO U N T I N G P L A T E ME T A L H I N G E - FI N I S H E D TO M A T C H T H E C O L O R AN D F I N I S H O F T H E SP O R I A N N E X D O O R FR A M E S ME T A L G A T E - SE E K E Y N O T E 6 1 13 1 97 97 6 ' - 4 " 4 " 4" 7' - 4 " 4" 8' - 0 " 4"6"DIMENSION VARIES, SEE PLANS 4" COMPACTED GRAVEL BED6" CONCRETE SLAB 4' - 0 " 4' - 0" 11 C AE 5 0 2 6" CONCRETE PAD5' - 0"3' - 0"11C AE502 6" CONCRETE PADOPENING FOR ACCESS LADDERSTRUCTURAL FRAMING -SEE STRUC.MECHANICAL MEZZANINE FLOORINGGUARDRAIL SYSTEM 2' - 1"PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 4 2 P M DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE502K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 1 / 8 " = 1 ' -0" 1 LE V E L 1 - ME C H Y A R D 58 P A T C H A N D R E P A I R T H E E X I S T I N G B R I C K AND CMU FROM CONSTRUCTION ACTIVITY - CLEAN AND POWER WASH THE BRICK AND CMU BLOCK FOR LIKE NEW FINISH 60 R E M O V E A N D R E P L A C E T H E E N T I R E EXISTING PREFINISHED METAL WALL CAP WITH NEW PRE-FINISHED METAL WAPP CAP TO MATCH THE NEW SPORI ANNEX WALL CAP IN STYLE, COLOR, MATERIAL,AND FINISH 61 R E M O V E , M E D I A B L A S T A N D POWDERCOAT THE EXISTING GATE TO MATCH THE COLOR AND FINISH OF THE NEW SPORI ANNEX DOOR FRAMES 97 N E W D O U B L E W I D T H B R I C K W A L L - H E I G H T TO MATCH EXISTING - WITH PREFINISHED METAL CAP TO MATCH THE EXISTING TO REMAIN - SEE WALL TYPE LEGEND SHEET AE101 111 L O C A T I O N O F E X I S T I N G M E C H A N I C A L YARD WALL TO BE REMOVED 131 N E W M E T A L G A T E F I N I S H E D T O M A T C H EXISTING AND REFINISHED GATE - SEE KEYNOTE 61 0 1' 2' 4' 8' N SCALE: 3" = 1'-0" 4 HANDRAIL BASE01"2"4"8" SC A L E : 1 " = 1 ' -0" 2 CO N C R E T E S T A I R B O T T O M LA N D I N G D E T A I L 0 3" 6" 1' 2' SCALE: 1 1/2" = 1'-0" 7 W A L L S H E L V I N G SY S T E M 0 6"1'2'4'2"4"8"16" SC A L E : 1 / 4 " = 1 ' -0" 6 CO N C R E T E S T I A R S DE T A I L S 0 1' 2' 4' 8' 1. R E F E R E N C E C I V I L D R A W I N G S F O R LO C A T I O N 2. E A C H R A M P T O H A V E A H A N D R A I L PR O V I D E D O N B O T H S I D E S 3. F I E L D V E R I F Y A L L E L E V A T I O N S W I T H CI V I L D R A W I N G S NO T E S SC A L E : 1 " = 1 ' -0" 3 CO N C R E T E S T A I R T O P LA N D I N G D E T A I L 0 3" 6" 1' 2' SC A L E : 1 " = 1 ' -0" 5 CO N C R E T E H A N D R A I L DE T A I L 0 3" 6" 1' 2' SC A L E : 3 " = 1 ' -0" 10 GA T E D E T A I L 0 6" 1' 2' 4' 0 1" 2" 4" 8" NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 SC A L E : 1 / 2 " = 1 ' -0" 9 ME C H A N I C A L G A T E EL E V A T I O N 11 CO N C R E T E ST O O P D E T A I L S SCALE: 1" = 1' -0" ST O O P @ M E C H A N I C A L RI S E R R O O M STOOP @ MECHANICAL RISER ROOMSTOOP @ MECHANICAL RISER ROOM A B CSCALE: 1/2" = 1' -0"SCALE: 1/2" = 1' -0"0 6"1'2'4'0 3"6"1'2'0 6"1'2'4'SCALE: 1" = 1'-0" 8 MECHANICAL MEZZANINE ACCESS LADDER03"6"1'2' FI E L D V E R I F Y E X I S T I N G D I M E N S I O N S FI E L D V E R I F Y EX I S T I N G D I M E N S I O N S 1 6" 6' - 3 " 1' - 1 0 1 / 2 " 3' - 1 0 1 / 2 " 1' - 1 0 1 / 2 " 1' - 1 0 1 / 2 " 3' - 1 0 1 / 2 " 1' - 1 0 1 / 2 " 7 ' - 0 " 2B AE 5 0 3 2C AE 5 0 3 EQ EQ 1 /8 " / 1 '-0 " 1/ 8 " / 1 ' - 0 " 3 / 4 " / 1 ' - 0 " 3 / 4 " / 1 ' - 0 " 1 4 ' - 6 " 8" 10 " 10 " G A L V A N I Z E D 1 " X 2 " S E R R A T E D G R A T E 2B AE 5 0 3 2B AE 5 0 3 2B AE 5 0 3 1 " 6 " 1" 8" 1" SE E S T R U C T . F O R R E I N F O R C E M E N T 4" - 14 " D R A I N 10 " W I D E G A L V A N I Z E D 1 " X 2 " SE R R A T E D G R A T E 1" X 1 " X 1 / 8 " A N G L E I R O N 3 3 / 1 6 " N E L S O N S T U D @ 1 2 " O. C . W E L D E D T O A N G L E I R O N AN D E M B E D D E D I N C O N C R E T E SE E S T R U C T . F O R R E I N F O R C E M E N T 1 /8 " / 1 '-0 " SE E E N L A R G E D PL A N F O R S L O P E 6 " M I N . 1/ 2 " D E N S D E C K PV C R O O F I N G M E M B R A N E RO O F D E C K - SE E S T R U C T U R A L 3 5 / 8 " C O L D -FO R M E D S T E E L @ 16 " O . C . RO X U L M I N E R A L W O O L I N S U L A T I O N 6" R I G I D P A P E R B A C K P O L Y I S O IN S U L A T I O N 5/ 8 " G Y P S U M B O A R D HO T -AI R W E L D FA S T E N E R IN S U L A T E D A L U M I N U M V E N E E R PA N E L S 6 " M I N 1 ' - 0 " M I N PR E -FI N I S H E D M E T A L S I L L F L A S H I N G BA C K E R R O D A N D S E A L SE C O N D A R Y S E A L S E A L 3" X 5 / 8 " W O O D S P A C E R SO L I D S U R F A C E ME T A L F A S T E N E R S 5/ 8 " P L Y W O O D 5/ 8 " D E N S -GL A S S G O L D 2" X 4 " P R E S S U R E TR E A T E D F R A M I N G ME M B E R C U T T O 1 / 4 " / 1 2 " SL O P E PR E -FI N I S H E D M E T A L ME T A L R O O F C A P SE A L A N T PR E -FI N I S H E D M E T A L F L A S H I N G PR E F A B R I C A T E D M E T A L C H I M N E Y 1/ 2 " D E N S D E C K 3 5 / 8 " C O L D -FO R M E D ST E E L F R A M I N G 6" R I G I D P A P E R B A C K PO L Y I S O R I G I D IN S U L A T I O N 8 " M I N 6 " M I N EX P A N S I O N J O I N T BR I C K T I E S @ 2 4 " O . C . 2" R I G I D I N S U L A T I O N 5/ 8 " D E N S -GL A S S G O L D IN T E R S T A T E MO D U L A R B R I C K 1" A I R G A P SE A L A N D B A C K E R R O D 1' - 6 " 1 2 ' - 0 " 6B AE 5 0 3 1' - 6 " 1 ' - 4 " 7B AE503 10' - 1 1/4" 3/ 4 " 9' - 11 3/4"3/4" 4 " 2 ' - 0 " 2 " 2 ' - 6 " 11 5 / 3 2 " 11 3/8"7B AE503 10' - 1 1/4"1' - 0 3/4"SOLID SURFACE -WILSONART FLINT ROCK 9207CS CUBBY DIVISIONS BELOW TYP.5/8" 5 / 8 " SOLID SURFACE -WILSONART FLINT ROCK 9207CS SCRANTON PRODUCT THAT MEETS DIMENSIONAL REQUIREMENTS 2 " 1 1 3 / 8 " 5 / 8 " 1 1 3 / 8 " 5 / 8 " 4 " 2 ' - 6 " 1' - 0 3 / 4 " 3/ 4 " 11 3/8"5/8"7 1/2"2 5/8" PLYWOOD SUBSURFACE MANUFACTURED METAL FLASHING METAL CAP FOR CHIMNEY FROM RAKU KILN FIREPLACE W/ SLOPE TOWARDS CLEARSTORY EXHAUST PERFORATIONS THROUGH PRE -FINISHED METAL CAP 6' - 7"11 1/4"11 1/4"1/4" / 1'-0"3 AE5038BAE5039' - 6" 4" 4" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 3/ 4 " X 4 " W O O D B A C K I N G F O R H O O K S - FI N I S H E D T O M A T C H D O O R M A P L E F I N I S H METAL COAT HOOKS -20 EQUALLY SPACED ALONG LENGTH -FINISHED TO MATCH DOOR HARDWARE 3/4"4"3/4" X 4" WOOD BACKING FOR HOOKS -FINISHED TO MATCH DOOR MAPLE FINISH 1 3/4" METAL FASTENER DRIVEN INTO DRYWALL ANCHOR -2 PER COAT HOOK METAL COAT HOOK -FINISHED TO MATCH DOOR HARDWARE PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 REVIEW BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 4 5 P M DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE503K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXNO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 SC A L E : 3 " = 1 ' -0" 4 RO O F @ C L E A R S T O R Y DE T A I L 1 RA K U K I L N FI R E P L A C E D E T A I L S SC A L E : 1 / 2 " = 1 ' - 0" 0 6" 1' 2' 4' 2 CO N C R E T E F L O O R DE T A I L S SC A L E : 1 1 / 2 " = 1 ' - 0" 0 6" 1' 2' 4' 2" 4" 8" 16 " 0 1" 2" 4" 8" SC A L E : 1 1 / 2 " = 1 ' -0" 3 RO O F C A P DE T A I L SC A L E : 3 " = 1 ' -0" 5 EX P A N S I O N J O I N T D E T A I L 0 1" 2" 4" 8" 0 6" 1' 2' 4' 2" 4" 8" 16 " 6 18 " B E N C H DE T A I L S SC A L E : 1 1 / 2 " = 1 ' - 0" 0 6" 1' 2' 4' 2" 4" 8" 16 " A A A B B B C EN L A R G E D C O N C R E T E FL O O R P L A N SL O P E @ F L O O R ED G E D E T A I L FL O O R D R A I N DE T A I L EN L A R G E D F I R E P L A C E PL A N FI R E P L A C E EL E V A T I O N BE N C H PL A N BE N C H SE C T I O N SC A L E : 1 / 2 " = 1 ' - 0" 0 6" 1' 2' 4' SC A L E : 1 1 / 2 " = 1 ' - 0" 0 6" 1' 2' 4' 2" 4" 8" 16 " SC A L E : 1 / 4 " = 1 ' - 0" 0 1' 2' 4' 8' 3/ 1 6 " X 2 1 / 2 " M E T A L W A L L FA S T E N E D D I R E C T L Y T O W A L L ST U D S A N D V E R T I C A L B R A C E HI D D E N I N W A L L . B R A C E T O B E ON E V E R Y O T H E R S T U D - 32 " O. C . TW O F A S T E N E R S PE R M E M B E R P E R AN G L E W O O D E N 2 " X 6 " M E M B E R 3/ 1 6 " X 2 1 / 2 " M E T A L W A L L A N G L E @ 3 2 " O . C . A CU B B Y S Y S T E M EL E V A T I O N B CU B B Y S Y S T E M SE C T I O N C CUBBY SYSTEM ENLARGED PLAN SCALE: 3/4" = 1' -0"0 4"8"16"32"SCALE: 3" = 1' -0"0 1"2"4"8"SCALE: 1" = 1' -0"0 3"6"1'2' 7 CU B B Y S Y S T E M DE T A I L S SCALE: 1/2" = 1'-0" 9 ROOF CAP ENLARGED PLAN06"1'2'4' 8 CO A T H A N G E R S DE T A I L S SCALE: 3" = 1' -0"0 1"2"4"8"SCALE: 1" = 1' -0"0 3"6"1'2'B COAT HANGERS SECTION A CO A T H A N G E R S EL E V A T I O N 1 18' - 0" 4 ' - 1 " 1 ' - 5 " 8 " 2 ' - 0 " 11 5/8"2' - 7 1/2"19' - 4"5' - 5"8"4' - 1"8"8"18' - 0" 8" 2' - 9"11' - 3"4' - 0"7' - 1 1/2"8"3/4" CHAMFER ALONG THE EDGE OF CONCRETE WALL4" DIAMETER WEEP HOLE (U.N.O.)6" OPENING 8 1/2"8"8" BR I C K W A L L C A P 6 AE5043 AE5045 AE5044 AE 5 0 4 8" 1' - 5 1 / 2 " 3' - 3 1 / 2 " 8" C M U B L O C K 1" A I R G A P BR I C K W A L L C A P IN T E R S T A T E B R I C K HO R I Z O N T A L T I E B E T W E E N CM U C O U R S E S ( T Y P ) RE B A R S U P P O R T IN C M U W A L L S - SE E S T R U C T U R A L GR A D E FL A S H I N G T O B E D O N E HE R E S I M I L A R T O F L A S H I N G DE T A I L 7 / A E 3 1 1 8" 1' - 5 1 / 2 " 2' - 7 1 / 2 " 8" 8" C M U B L O C K 1" A I R G A P BR I C K W A L L C A P IN T E R S T A T E B R I C K HO R I Z O N T A L T I E B E T W E E N CM U C O U R S E S ( T Y P ) 3/ 4 " C H A M F E R A L O N G T H E ED G E O F C O N C R E T E W A L L RE B A R S U P P O R T IN C M U W A L L S - SE E S T R U C T U R A L 6" O P E N I N G GR A D E CO N C R E T E P L A N T E R W A L L 1 ' - 0 " B E N E A T H G R A D E 1" T R A V E R T I N E S U R F A C E 8" C M U B L O C K SI G N F A S T E N E R ( T Y P ) BY U -I S I G N 1" A I R G A P TR A V E R T I N E T I E BRICK WALL CAP INTERSTATE BRICK HO R I Z O N T A L T I E B E T W E E N CM U C O U R S E S ( T Y P ) TI E S T O C O N C R E T E W A L L S ( T Y P ) RE B A R S U P P O R T IN C M U W A L L S - SE E S T R U C T U R A L GR A D E 8"1' - 1"11 5/8" 2' - 8 3 / 8 " 8"1' - 1"11 5/8"2' - 0 3/8"8"1" TRAVERTINE SURFACE 8" CMU BLOCKSIGN FASTENER (TYP)BYU -I SIGN 1" AIR GAP TRAVERTINE TIE BRICK WALL CAP INTERSTATE BRICK HORIZONTAL TIE BETWEEN CMU COURSES (TYP)TIES TO CONCRETE WALLS (TYP)3/4" CHAMFER ALONG THE EDGE OF CONCRETE WALL REBAR SUPPORT IN CMU WALLS -SEE STRUCTURAL 4" WEEP HOLE GRADE 1 2 ' - 0 " 3 ' - 0 " 6 ' - 3 " 4 ' - 6 " 1 ' - 0 " BY U -I S I G N 1" T R A V E R T I N E V E N E E R BR I C K W A L L C A P IN T E R S T A T E B R I C K W A L L CO N C R E T E P L A N T E R W / 3 / 4 " 4 5 ° CH A M F E R O N B O T H S I D E S FL A S H I N G T O B E D O N E HE R E S I M I L A R T O FL A S H I N G D E T A I L 7/ A E 3 1 1 FO U N D A T I O N T O B E B E N E A T H F R O S T L I N E 4" W E E P H O L E W / S E C O N D A R Y H O L E ( T Y P ) Th e B Y U I s i g n w i l l b e C o n t r a c t o r p r o v i d e d a n d i n s t a l l e d . I t w i l l be 3 / 8 ” 60 6 1 a l u m i n u m w i t h 1 / 4 ” ro u n d e d c o r n e r s , 1 / 1 6 ” ea s e d e d g e s , 7 / 1 6 ” ho l e s c e n t e r e d a t e a c h c o r n e r f o u r a n d on e h a l f i n c h e s ( 4 . 5 ”) i n f r o m e a c h s i d e t o a c c o m m o d a t e a Gy f o r d S t a n d o f f S y s t e m . S i g n p l a t e s h a l l b e a n o d i z e d al u m i n u m w i t h B Y U I l o g o e t c h e d i n t o t h e s u r f a c e . P o l i s h a n d ot h e r w i s e p r e p a r e t h e s u r f a c e s o f t h e s i g n t o a c c e p t s m o o t h , cl e a n , a n d c o n s i s t e n t a n o d i z i n g c o l o r p r i o r t o a n o d i z i n g . V e r i f y an o d i z a t i o n c o l o r w i t h O w n e r p r i o r t o o r d e r i n g a s w e l l a s re q u e s t a h i g h r e s o l u t i o n l o g o i m a g e f r o m O w n e r p r i o r t o a n d fo r u s e i n e t c h i n g . A l l e x p o s e d G y f o r d S t a n d o f f S y s t e m p a r t s sh a l l h a v e a n a n o d i z e d f i n i s h a n d c o l o r t o m a t c h t h e s i g n s fi n i s h a n d c o l o r . G y f o r d s t a n d o f f a s s e m b l y h a s S O -20 2 R Ba r r e l s w i t h S O -CA P 2 2 R S t a n d a r d C a p s a n d 1 -1/ 4 ” lo n g th r e a d e d s t u d s . O t h e r h a r d w a r e a s n e c e s s a r y . R a t h e r t h a n us i n g t h e c o m b i n a t i o n s c r e w a n d n y l o n a n c h o r o r 5 / 1 6 ”-18 a l l th r e a d b y G y f o r d , u s e 1 / 2 ”-20 a l l t h r e a d i n s t a l l e d t h r o u g h t h e on e i n c h ( 1 ”) t r a v e r t i n e , o n e i n c h ( 1 ”) a i r s p a c e , a n d t h r e e in c h e s ( 3 ”) i n t o t h e c o n c r e t e b e h i n d a n d H i l t i a n c h o r e d i n t o pl a c e f o r a s e c u r e a t t a c h m e n t . T a p a n d t h r e a d o n e i n c h ( 1 ”) in t o o n e e n d o f e a c h S O -20 2 R B a r r e l t o a c c e p t t h e 1 / 2 ”-20 a l l th r e a d . GY F O R D S T A N D O F F SY S T E M ( T Y P ) 1' - 8 " 7 ' - 7 1 / 4 " 1 1 7 / 8 " 1 1 7 / 8 " 1 1 7 / 8 " 1 1 7 / 8 " 1 1 7 / 8 " 1 1 7 / 8 " 1 ' - 2 " LA D D E R T O B E FA S T E N E D T O W A L L ST R U C T U R E B Y 3 / 8 " X 3 " S T E E L P L A T E S W/ S T R U C T U R A L FA S T E N E R S 3/ 8 " x 3 " S T E E L LA D D E R R A I L S OF F S E T F R O M W A L L BY 1 ' - 1/ 2 " 3/ 4 " S T E E L L A D D E R RU N G S - SP A C E D 1 1 7/ 8 " O . C . ( T Y P ) BO T T O M R U N G T O B E OF F S E T 1 ' - 2" F R O M ME C H A N I C A L ME Z Z A N I N E F L O O R 3 " 3 " LA D D E R T O B E FA S T E N E D T O W A L L ST R U C T U R E B Y 3 / 8 " X 3 " S T E E L P L A T E S W/ S T R U C T U R A L FA S T E N E R S 1' - 0 1 / 2 " 3" TO M I D D L E O F R A I L 1' - 2 " 1' - 0 1 / 2 " 3" LA D D E R T O B E FA S T E N E D T O W A L L ST R U C T U R E B Y 3 / 8 " X 3 " S T E E L P L A T E S W / S T R U C T U R A L FA S T E N E R S LA D D E R T O B E FA S T E N E D T O W A L L ST R U C T U R E B Y 3 / 8 " X 3 " S T E E L P L A T E S W / S T R U C T U R A L FA S T E N E R S 3/ 8 " x 3 " S T E E L LA D D E R R A I L S O F F SE T F R O M W A L L B Y 1' - 1/ 2 " 7 ' - 7 1 / 4 " PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 REVIEW BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 4 6 P M DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE504K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEXNO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 SCALE: 3/8" = 1'-0" 1 MO N U M N E T EN L A R G E D P L A N SC A L E : 3 / 4 " = 1 ' -0" 4 WA L L DE T A I L SC A L E : 3 / 4 " = 1 ' -0" 3 WA L L A N D PL A N T E R D E T A I L SCALE: 3/4" = 1'-0" 5 WA L L A N D TO W E R D E T A I L SCALE: 3/4" = 1'-0" 6 WALL, TOWER, AND PLANTER DETAIL SC A L E : 3 / 8 " = 1 ' -0" 2 MO N U M E N T EL E V A T I O N 0 4" 8" 16 " 32 " 0 4" 8" 16 " 32 " 0 4"8"16"32"0 4"8"16"32" SC A L E : 1 " = 1 ' -0" 8 RO O F A C C E S S L A D D E R E L E V A T I O N SC A L E : 1 " = 1 ' -0" 7 RO O F A C C E S S L A D D E R S I D E 1 7 ' - 6 " 2 ' - 6 " 7 ' - 0 " 2 ' - 6 " 6' - 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 2' - 1 " 1 9 ' - 6 " 5 AE 6 0 1 9 AE 6 0 1 6 AE 6 0 1 12 AE 6 0 1 11 AE 6 0 1 TY P O F A L L V E R T I C A L M U L L I O N S TY P O F A L L H O R I Z O N T A L M U L L I O N S 4 AE 6 0 1 C TS T T T T T T TS TSTSTS TS TS TS TS TS TS TS TS TS T T T T T T T T T T T T 1' - 1 0 1 / 2 " 7 ' - 6 " 2 ' - 6 " 7 ' - 0 " 2 ' - 6 " 6 AE 6 0 1 5 AE 6 0 1 6 AE 6 0 1 4 AE 6 0 1 B TSTSTSTS 7' - 6"2' - 6"7' - 0"2' - 6"2' - 2"2' - 10"5'9 AE6015AE6016AE601 4 AE601ETSTSTSTS 3 ' - 0 " A . F . F . 7 ' - 0 " 11 ' - 0 " EQ EQ EQ 7 AE 6 0 1 10 AE 6 0 1 8 AE 6 0 1 3 ' - 0 " A . F . F . 7 ' - 0 " EQ EQ EQ 12 ' - 0 " 8 AE 6 0 1 7 AE 6 0 1 10 AE 6 0 1 7 ' - 6 " A . F . F . 2 ' - 6 " 4 ' - 6 " 3 ' - 0 " 3' - 6 " 3' - 6 " 7' - 0 " 8 AE 6 0 1 10 AE 6 0 1 10 AE 6 0 1 7 ' - 6 " A . F . F . 2 ' - 6 " 3' - 1 1 " 4' - 0 " 4' - 1 " 3 ' - 0 " 4 ' - 6 " 12 ' - 0 " 8 AE 6 0 1 10 AE 6 0 1 7 AE 6 0 1 BR I C K V E N E E R PR E -FI N I S H E D M E T A L FL A S H I N G SE C O N D A R Y S E A L PR I M A R Y S E A L PA I N T A B L E C A U L K I N G AL L A R O U N D AL U M I N U M M U L L I O N 3" X 5 / 8 " W O O D SP A C E R WA L L C O N S T R U C T I O N AS P E R W A L L T Y P E AI R B A R R I E R BR I C K V E N E E R PR E -FI N I S H E D ME T A L F L A S H I N G AI R B A R R I E R AL U M I N U M M U L L I O N W/ T H E R M A L L Y BR O K E N S I L L 3" X 5 / 8 " W O O D SP A C E R PR I M A R Y S E A L SE C O N D A R Y S E A L PA I N T A B L E C A U L K AL L A R O U N D WA L L CO N S T R U C T I O N A S PE R W A L L T Y P E PA I N T E D S T E E L LI N T E L , S E E ST R U C T U R A L BR I C K V E N E E R AL U M I N U M M U L L I O N W / TH E R M A L L Y B R O K E N S I L L SE C O N D A R Y S E A L PR I M A R Y S E A L 3" X 5 / 8 " W O O D S P A C E R WA L L C O N S T R U C T I O N A S PE R W A L L T Y P E PR E -FI N I S H E D M E T A L FL A S H I N G AI R B A R R I E R PA I N T A B L E C A U L K A L L AR O U N D SO L I D S U R F A C E S I L L 4 1 / 2 " 1 1 / 2 " 1 / 2 " 3 1 / 4 " 1 1 5 / 3 2 " 5 5 / 8 " PR E -CA S T C O N C R E T E SI L L SO L I D S U R F A C E WI N D O W S I L L - WI L S O N A R T MI D N I G H T ME L A N G E 9 0 9 1 M L (3 ) WA L L CO N S T R U C T I O N AS P E R W A L L TY P E IN T E G R A L DR I P -ED G E BR I C K VE N E E R PA I N T A B L E CA U L K A L L AR O U N D PR E -FI N I S H E D M E T A L SI L L F L A S H I N G 3" x 5 / 8 " W O O D SP A C E R AL U M I N U M M U L L I O N W/ T H E R M A L L Y BR O K E N S I L L SE C O N D A R Y S E A L PR I M A R Y S E A L AI R B A R R I E R 1 /8 " / 1 '-0 " PR E -FI N I S H E D P A R A P E T WA L L C A P KA W N E E R 1 6 0 0 A L U M I N U M MU L L I O N 5/8" PLYWOOD 2" X 4" PRESSURE TREATEDLUMBER CUT TO 1/4" : 12" SLOPE TYP 1 /4 " / 1 '-0 " WA L L C O N S T R U C T I O N A S P E R W A L L T Y P E KA W N E E R 1 6 0 0 AL U M I N U M MU L L I O N WA L L CO N S T R U C T I O N AS P E R W A L L TY P E 1 ' - 6 " KAWNEER 1600 ALUMINUM CORNER MULLION 1' - 10 11/32"KAWNEER 1600 ALUMINUM CORNER MULLION KAWNEER 1600 ALUMINUM MULLION W/ CAP INTERIOR EXTERIOR INTERIOREXTERIOR1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES GL A Z I N G P E R S C H E D U L E AL U M . C U R T A I N W A L L SY S T E M . S E E W I N D O W TY P E S R E F E R E N C E D O N PL A N . SH I M A S R E Q ' D BA C K R O D & S E A L A N T 5 7 / 8 " 2 " GY P . B D . A S P E R W A L L T Y P E . WA L L F R A M I N G A S P E R W A L L TY P E . PA I N T A B L E C A U L K A L L AR O U N D AL U M I N U M F R A M E - PA I N T . FR A M E A N C H O R P E R S P E C . GL A Z I N G P E R S C H E D U L E . 6 AE 6 0 1 1 9 ' - 6 " 2 ' - 0 " 5 ' - 6 " 1 2 ' - 0 " 2' - 2 " 2' - 1 0 " 5' 4 AE 6 0 1 9 AE 6 0 1 A TSTS TSTS 6' - 0 1/2"5' - 10 1/2"5' - 10 1/2" 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 5' - 1 0 1 / 2 " 2' - 1 " 11 AE601 12 AE6015AE601 9 AE 6 0 1 4 AE6016AE601 TY P O F A L L V E R T I C A L M U L L I O N S TYP OF ALL HORIZONTAL MULLIONS D T T T T T T TS T T T T T T T T T T T T TSTSTSTSTS TS TS TS TS TS TS TS TS PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 BID DOCUMENTS 11/27/2019 1 / 3 0 / 2 0 2 0 4 : 1 6 : 4 8 P M WINDOW SCHEDULE &DETAILSCHAD ALLDREDGE alldredgec@byui.edu (208) 496-2659 AE601K. JACOB KINVILLE 11513Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com (208) 529-9504 Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501Brigham Young University - I d a h o 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659CIVIL ENGINEER LANDSCAPE DESIGNER STRUCTURAL ENGINEER ELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURAL BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX SC A L E : 3 " = 1 ' -0" 2 WI N D O W J A M B DE T A I L SC A L E : 3 " = 1 ' -0" 8 WI N D O W H E A D E R DE T A I L SC A L E : 3 " = 1 ' -0" 10 WI N D O W J A M B DE T A I L SC A L E : 3 " = 1 ' -0" 7 WI N D O W S I L L DE T A I L SCALE: 3" = 1'-0" 5 CU R T A I N W A L L HE A D E R D E T A I L SC A L E : 3 " = 1 ' -0" 9 CU R T A I N W A L L EN D D E T A I L SCALE: 3" = 1'-0" 6 CURTAIN WALL CORNER DETAIL SCALE: 3" = 1'-0" 12 TYPICAL HORIZONTAL MULLION DETAILSCALE: 3" = 1'-0" 11 TYPICAL VERTICAL MULLION DETAIL01'2'4'8'KAWNEER 1600 ALUMINUM MULLION SC A L E : 3 " = 1 ' -0" 4 CU R T A I N W A L L SI L L D E T A I L SC A L E : 3 " = 1 ' -0" 3 IN T E R I O R H E A D E R @ ST O R E F R O N T W I N D O W F G H I SCALE: 1/4" = 1'-0" 1 WI N D O W SC H E D U L E T - INDICATED TEMPERED GLASS IN THIS LOCATION S - INDICATES SPANDREL GLASS IN THIS LOCATION TS -INDICATES TEMPERED AND SPANDREL GLASS IN THIS LOCATIONNOTES NO. D E S C R I P T I O N D A T E 1 A D D E N D U M 3 1 / 3 0 / 2 0 2 0 1 1 SP O R I CL A R K E FIRST EAST LO C A T E A C C E S S H A T C H E S I N CO N C R E T E W A L K S . N O T I F Y AR C H I T E C T I F C O N F L I C T E X I S T S 8 ' - 0 " 8'- 0 " 6" R E I N F O R C E D CO N C R E T E W A L L S PR E - C A S T C O N C R E T E UT I L I T Y B O X . S E E D U C T B A N K DE T A I L S F O R C O N D U I T C O U N T S FO R E A C H W A L L . AL U M I N U M A C C E S S H A T C H BI L C O # J 5 A L , H S - 2 0 4 2 " X 4 2 " . NO S U B S T I T U T I O N S PU L L I N G E Y E TY P I C A L F O R ON E E A C H W A L L . HA N D F I N I S H V A U L T EN T R A N C E ( T Y P I C A L ) WA L L A T D U C T B A N K WIT H 1 " C . T O G U T T E R 5 ' - 0 " ( M I N ) PU L L B O X L I D T O B E A T G R A D E , PR O V I D E C O N C R E T E E X T E N S I O N S AS R E Q U I R E D F O R P U L L B O X D E P T H BI L C O # J - 5 A L , H S - 2 0 SI D E W A L K TY P I C A L DU C T B A N K 6" P E A G R A V E L RE F E R T O S I T E E L E C T R I C A L D R A W I N G S A N D D U C T B A N K D E T AI L S FO R A L L C O N D U I T E N T R Y / E X I T S F O R E A C H V A U L T , A L O N G W IT H LO C A T I O N O F A C C E S S H A T C H L O C A T I O N . 4" R U B B E R I Z E D M U L C H TE S T P O I N T ON E S H O W N , S U P P L Y QU A N T I T Y A S R E Q U I R E D NE W H . V . E L B O W CO N N E C T I O N W / IN R E D C O N C R E T E CO N D U I T E N C A S E D 12 " 36 " RG S S W E E P AN D R I S E R BA S E M E N T ( T Y P I C A L ) CO N C R E T E O R F I B E R CO M P A C T F I L L 6" B E D O F P E A G R A V E L . NE W S W I T C H CO N C R E T E P A D 'C O M M BO A R D ' VAULT E19 1 2VAULT E18 1F12F10F10F10 F1 1 F1 1 F1 1 F11 EX I S T I N G V A U L T E1 6 3 4 5 6 7 8 9 NE W P O W E R PU L L B O X SE E D E T A I L EX I S T I N G SP R I N K L E R CO N T R O L 10 11 1 1 12 12 B -42 SE E DE T A I L (B / E 0 . 1 ) SEE DETAIL (B/E0.1)SEE DETAIL (E / E 0 . 1 ) 4 -4" DUCT BANK 13 13 1" C., 2 -#10+GND 14 15 3 M I N 4 8 " GR A D E CO M P A C T F I L L WR A P D U C T B A N K W I T H RE B A R 36 " O . C . F O R E N T I R E P O R T I O N CR O S S I N G A N D D R I V E W A Y O R ST R E E T S . RE D C O N C R E T E CO N D U I T (T Y P I C A L ) NO T E S : 1. AL L E L B O W S S H A L L B E R I G I D S T E E L L O N G S W E E P I N G . 2. A L L R I S E R S S H A L L B E R I G I D S T E E L 3. E. C . S H A L L M A I N T A I N T H E S E S P E C I F I E D S P A C I N G S F O R A L L CO N C R E T E E N C A S E D C O N D U I T S . 4. E. C . S H A L L S W A B E A C H S P A R E C O N D U I T I N A L L N E W D U C T BA N K S , T H E N I N S T A L L A R E U S A B L E F A C T O R Y D U C T S E A L I N EA C H E N D T O K E E P C L E A N . #4 R E B A R (T Y P F O R EA C H CO R N E R ) 4" C 4" C 4" M I N . (T Y P ) 4" M I N . (T Y P ) 5. E. C . M A Y S U B M I T C O N F I G U R A T I O N M O D I F I C A T I O N S F O R AP P R O V A L BA S E D U P O N S I T E C O N D I T I O N S . 6. R E U S A B L E D U C T S E A L S H A L L B E S U C H A S T Y C O M P 0 3 2 6 . SI Z E T O D U C T . 4" C 4" C 5" C 5" C PU L L I N G E Y E TY P I C A L O N E ON E A C H WA L L E. C . S H A L L W R A P A L L EX P O S E D 1 5 K V W I T H FI R E T A P E 6" R E I N F O R C E D CO N C R E T E WA L L S PR E - C A S T C O N C R E T E UT I L I T Y PU L L B O X W I T H O P E N FL O O R . NO T E S : 1. P U L L B O X S H A L L B E F A B R I C A T E D T O M E E T A S T M C 8 5 8 W I T H AA S H T O H S - 2 0 L O A D I N G . 2. E. C . S H A L L C O O R D I N A T E W I T H P U L L B O X F A B R I C A T O R T H E EX A C T L O C A T I O N S F O R A L L D U C T B A N K E N T R Y P O I N T S . 3. S E T P U L L B O X P L U M B A N D L E V E L 1 2 " M I N . B E L O W G R A D E . 4. S U B M I T S H O P D R A W I N G S P R I O R T O F A B R I C A T I O N O F P U L L BO X . 8 ' - 0 " 8' - 0 " 1" P V C DR A I N OF F O F L I D TO V A U L T DR Y W E L L M I N 4 8 " GR A D E CO M P A C T F I L L WR A P D U C T B A N K W I T H RE B A R 36 " O . C . F O R E N T I R E P O R T I O N CR O S S I N G A N D D R I V E W A Y O R ST R E E T S . RE D C O N C R E T E CO N D U I T (T Y P I C A L ) NO T E S : 1. A L L E L B O W S S H A L L B E R I G I D S T E E L L O N G S W E E P I N G . 2. A L L R I S E R S S H A L L B E R I G I D S T E E L 3. E . C . S H A L L M A I N T A I N T H E S E S P E C I F I E D S P A C I N G S F O R AL L CO N C R E T E E N C A S E D C O N D U I T S . 4. E . C . S H A L L S W A B E A C H S P A R E C O N D U I T I N A L L N E W D U C T BA N K S , T H E N I N S T A L L A R E U S A B L E F A C T O R Y D U C T S E A L I N EA C H E N D T O K E E P C L E A N . #4 R E B A R (T Y P F O R EA C H CO R N E R ) 4" C 4" M I N . (T Y P ) 4" M I N . (T Y P ) 5. E. C . M A Y S U B M I T C O N F I G U R A T I O N M O D I F I C A T I O N S F O R AP P R O V A L BA S E D U P O N S I T E C O N D I T I O N S . 6. R E U S A B L E D U C T S E A L S H A L L B E S U C H A S T Y C O M P 0 3 2 6 . SI Z E T O D U C T . 4" C KEY NOTES:#1 PROVIDE AND INSTALL (3) 3" CELL FABRIC INNERDUCT I N EACH CONDUIT IN DUCT BANK 2 THERE IS A 144 COUNT FIBER CABLE THAT WAS CUT AT V AULT E16 AND PULLED BACK TO VAULT E19 E.C. SHALL REINSTALL T HIS F.O.CABLE FROM E19 TO E16 AND SPLICE ONTO EXISTING CABL E IN VAULT E16 RESTORING THE CAMPUS EAST FIBER LOOP 3 EXISTING GENERATOR TO REMAIN 4 EXISTING CHILLER TRANSFORMER TO REMAIN 5 EXISTING SPORI TRANSFORMER TO REMAIN 6 EXISTING SWITCH R5 TO BE RELOCATED. RECEIVE AND IN STALL EXISTING TRANSFORMER FROM OWNER AND INSTALL IN THIS LOCATION (WORK BY OWNER)7 EXISTING EMERGENCY PANEL TO REMAIN PROVIDE AND INS TALL A 100A 3P BREAKER FOR E-POWER IN NEW SPORI ANNEX.8 CARFULLY DISCONNECT, REMOVE, AND RELOCATE EXISTING SWITCH R5 TO THIS LOCATION. REWORK EXISTING FEEDERS FROM STADIUM, SNOW, SPORI, AND ROMNEY INTO THIS SWITCH. WORK PERFORMED BY OWNER 9 PROVIDE AND INSTALL 3 - #2 15KV CABLE + GND IN EXI SITNG CONDUIT FROM NEW SWITCH LOCATION TO NEW SPORI ANNEX TRANSFORMER. WORK PERFORMED BY OWNER 10 T H E R E I S A 7 2 C O U N T F I B E R C A B L E T H A T W A S C U T A T V AULT E19 AND PULLED BACK TO VAULT E16. E.C. SHALL REINSTALL THIS F.O.CABLE FROM E16 TO E19 AND SPLICE ONTO EXISTING CABL E IN VAULT E19 RESTORING THE CAMPUS WEST FIBER LOOP 11 P R O V I D E A N D I N S T A L L N E W 2 4 S T R A N D S I N G L E N O D E F I B ER FROM VAULT E16 TO DEMARK IN NEW CERAMICS LAB. SPLICE TO PREVIOUSLY CUT STRANDS THAT FED THE KIRKHAM BUILDIN G,MAKE ALL TERMINATIONS.12 E . C . S H A L L C A R E F U L L Y E X P O S E E X I S T I N G C O N D U I T I N E X ISTING DUCT BANK SPLICE ONTO CONDUIT AND EXTEND TO NEW IT ROOM AND VAULT AS INDICATED ENCASE IN CONCRETE SEE DETAI L.13 E . C . S H A L L D I S C O N N E C T A N D R E M O V E E X I S T I N G P O L E L I GHTS IN CONFLIECT WITH THE REMODEL. REMOVE ALL ASSOICATED FOUNDATION, CONDUIT, AND WIRE. E.C. SHALL REWORK EX ISTING CIRCUIT TO THE THREE EXISTING LIGHTS ON THE EAST SI DE OF THE CLARKE BUILDING AND MAKE ALL REQUIRED CONNECTIONS. TURN UNUSED POLE LIGHTS OVER TO THE OWNER.14 S T U B A N D C A P ( 1 ) 4 " A N D ( 1 ) 2 " C O N D U I T A D J A C E N T T O EXISTING EMERGENCY PANEL IN UTILITY YARD TO CONSTRUCTION LIM IT LINE ON EAST SIDE OF THE CLARKE BUILDING FOR FUTURE USE.SPECIFICALLY RECORD EXACT LOCATION REFERENCED FROM THE CLARKE BUILDING 15 I N T E R C E P T E X I S T I N G L I G H I T N G C I R C U I T I N N E W G R O U N D BOX LANDSCAPE AREA. SPLICE AND EXTEND TO EXISTING POLES ON EAST SIDE OF CLARKE. INTERCEPT EXISTING CONDUIT AND INSTALL NEW CONDUITS. SC A L E : 1 " = 4 0 ' - 0 " 1 EL E C T R I C A L S I T E P L A N 40'20'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS DATE©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 0 7 A M ELECTRICAL SITE PLANBrock Payne paynebr94@gmail.com 208-232-4439 E0.1TEP SC A L E : N O N E B DU C T B A N K D E T A I L SC A L E : N O N E A PO W E R P U L L B O X D E T A I L - B Y O W N E R SC A L E : N O N E C PU L L B O X S E C T I O N V I E W - B Y O W N E R SC A L E : N O N E D PU L L B O X P L A N V I E W - B Y O W N E R SC A L E : N O N E E DU C T B A N K D E T A I L - I N T O B U I L D I N G SC A L E : N O N E F TY P L I C A L S W I T C H P A D D E T A I L - B Y O W N E R AL L H V W O R K S H O W N S H A L L B E P E R F O R M E D B Y B Y U - I D A H O . E.C. SHALL BE R E S P O N S I B L E F O R A L L D U C T B A N K , C O N D U I T , A N D C O N D UCTORS FO R L V . C O M P A R T M E N T O F T R A N S F O R M E R NO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 J CR J CR J CR J CR J CR J CR J CR J CR J CR J CR J CR J CR CR CR CR CR J J J J J J J J J J JJ J J M M M OF F I C E 10 0 VE S T I B U L E 1- A FO Y E R 1- B OF F I C E 10 5 VE S T I B U L E 1- C CE R A M I C S C L A S S R O O M 10 4 WO M E N ' S R E S T R O O M 10 3 ME N ' S R E S T R O O M 10 2 ME C H A N I C A L & E L E C T R I C A L RO O M 11 9 B CU S T O D I A L R O O M 11 9 A DA T A R O O M 11 9 C ?? WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1- E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HA L L W A Y 1- F GL A Z I N G R O O M 11 8 DA M P R O O M 10 4 A CL A Y S T O R A G E 11 7 A RA K U K I L N A R E A 11 5 CL A Y M I X I N G & D R Y S T O R A G E 11 7 FO U N D R Y , F O R G E & W E L D I N G AR E A 11 1 HA L L W A Y 1- D PL A S T E R A R E A 10 1 B FU R N I T U R E S T O R A G E A R E A 10 1 A WP E Q -1 6 A E Q -1 6 B E Q -1 6 C E Q -1 6 D E Q -1 7 E Q -2 0 E Q -2 1 E Q -1 0 AC AC 6D - 5 1 6D - 5 3D - 4 3D - 4 3D - 4 3D - 4 3D - 4 A -1, 3 , 5 A -2, 4 , 6 A -7, 9 , 1 1 AC AC AC AC AC A -20 , 2 2 AC AC AC AC A -32 , 3 7 B -25 A -25 , 2 7 B -2 E Q -1 E Q -2 E Q -4 E Q -3 E Q -5 E Q -6 E Q -7 E Q -8 E Q -9 E Q -1 1 E Q -1 2 E Q -1 3 E Q -1 4 E Q -1 8 A E Q -1 8 B E Q -1 8 C E Q -2 3 E Q -2 2 E Q -2 6 I E Q -2 6 A E Q -2 6 B E Q -2 6 C E Q -2 6 D E Q -2 6 E E Q -2 6 F E Q -2 6 G E Q -2 6 H E Q -2 6 J E Q -2 6 K E Q -2 5 A E Q -2 6 L E Q -2 6 M E Q -2 6 N E Q -2 6 O E Q -2 6 P E Q -2 6 Q E Q -2 5 B E Q -2 5 C E Q -2 5 D E Q -2 5 E E Q -2 5 F E Q -2 5 G E Q -2 4 3D - 4 3D - 4 E Q -1 5 E Q -1 9 E -5 E -3 2D - 3 2 2 2 2 2 2 2 2 2 3D - 4 3D - 4 A -47 3 3 A -59 3 3 B -20 , 2 2 , 2 4 A -2 A -2, 4 B -20 B -20 , 2 2 2 A -29 2D - 3 'T R A N S F E R SW I T C H ' 'E ' 'A ' 'B ' 'A S E C 2 ' 'M ' 2 5 6 3 4 01 . 2 5. 8 F E D C BG A. 7 A -77 A -77 A -75 A -75 A -75 A -73 A -73 4 4 4 4 4 4 4 4 4 4444 4 3 3 3 3 3 3 3 E F -3 E F -5EF-4 2 5 6 3 4 01.2 5. 8 F E D C BG A. 7 C U -6 A. R E F E R T O S Y M B O L S C H E D U L E S F O R G E N E R A L N O T E S ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LI GHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GE N E R A L N O T E S : K E Y N O T E S : #1 SLIM-LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OU TLETS IN CABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO STRU CTURAL CEILING SPACE FOR DATA/AV CABLING. COORDINATE EXACT PLACEMENT OF BOXES WITH CABINET PRIOR TO ROUGH-IN.PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROM CABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIEL D VERIFY FINAL LOCATION PRIOR TO ROUGH-IN.2 ACCESS CONTROL CONNECTION TO DOOR FRAME, REFER TO SYMBOL SCHEDULE.3 CONNNECT TO AUTOMATIC ADA DOOR, PROVIDE ALL REQUIR ED CONNECTION AND ROUGH-IN OF PUSHBUTTONS, COORDINATE WITH G.C. PRIOR TO ROUGH-IN.4 E.C. SHALL PROVIDE AND INSTALL 120V AND ALL REQUIR ED CONNECTIONS TO MOTORIZED ROLLER SHADES AND CONTROLLERS. COORDINATE EXACT REQUIREMENTS WITH SHA DE SHOP DRAWINGS PRIOR TO ROUGH IN. SEE PLANS FOR CIRC UIT. SC A L E : 1 / 8 " = 1 ' - 0 " 1 PO W E R & D A T A P L A N 16 ' 8' 0" NO R T H 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 0 A M POWER/DATA /ROOF PLANBrock Payne paynebr94@gmail.com 208-232-4439 E2.0TEP SC A L E : 1 / 8 " = 1 ' - 0 " 2 RO O F 16'8'0"NORTHNO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 F S T S T S F OF F I C E 10 0 VE S T I B U L E 1- A FO Y E R 1- B OF F I C E 10 5 VE S T I B U L E 1- C CE R A M I C S C L A S S R O O M 10 4 WO M E N ' S R E S T R O O M 10 3 ME N ' S R E S T R O O M 10 2 ME C H A N I C A L & E L E C T R I C A L RO O M 11 9 B CU S T O D I A L R O O M 11 9 A DA T A R O O M 11 9 C SC U L P T U R E C L A S S R O O M 10 1 WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1- E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HA L L W A Y 1- F GL A Z I N G R O O M 11 8 DA M P R O O M 10 4 A CL A Y S T O R A G E 11 7 A RA K U K I L N A R E A 11 5 CL A Y M I X I N G & D R Y S T O R A G E 11 7 FO U N D R Y , F O R G E & W E L D I N G AR E A 11 1 HA L L W A Y 1- D PL A S T E R A R E A 10 1 B FU R N I T U R E S T O R A G E A R E A 10 1 A 'F A C P ' WP WP E -1 ME C H A N I C A L R I S E R R O O M 11 6 WP 1 WP 2 2 5 6 3 4 01 . 2 5. 8 F E D C BG A. 7 3 3 3 3 3 4 3 FI R E A L A R M S Y S T E M N O T E S : • F I R E A L A R M S Y S T E M C O N D U I T R O U T I N G S H A L L B E DE T E R M I N E D B Y T H E E L E C T R I C A L C O N T R A C T O R A N D FI R E A L A R M C O N T R A C T O R T O M E E T T H E S P E C I F I E D DE S I G N C R I T E R I A . • A L L F I R E A L A R M S Y S T E M C A B L I N G S H A L L B E R U N I N CO N D U I T O R W I R E M O L D W H E R E S U R F A C E M O U N T E D RA C E W A Y M U S T B E I N S T A L L E D I N E X I S T I N G F I N I S H E D SP A C E S . • C O N T R A C T O R S H A L L P R O V I D E A D D I T I O N A L P O W E R SU P P L Y A N D A M P L I F I E R P A N E L S W H E R E R E Q U I R E D T O ME E T T H E S P E C I F I E D D E S I G N C R I T E R I A . • C O N T R A C T O R S H A L L S U B M I T S H O P D R A W I N G S A N D RE Q U I R E D C A L C U L A T I O N S T O T H E A U T H O R I T Y H A V I N G JU R I S D I C T I O N A N D O B T A I N A W R I T T E N L E T T E R O F AC C E P T A N C E O F T H E P R O P O S E D S Y S T E M . I N C L U D E LE T T E R W I T H S H O P D R A W I N G S U B M I T T A L T O E N G I N E E R . NE W FI R E A L A R M & VO I C E E V A C . PA N E L ( S ) TYPICAL NOTIFICATION APPLIANCE CIRCUIT (STROBES)TYPICAL INITIATING DEVICE CIRCUIT (SLC LOOP)CLASS BHPFSTSDMMCMRMTYPICAL NOTIFICATION APPLIANCE CIRCUIT (SPEAKERS)RAREMOTE ANNUNCIATOR(S) WITH MICROPHONE (VERIFY LOCATION WITH LOCAL AHJ)DCM CONDUIT (TYP)TO TELEPHONE BOARDDOOR HOLDER CIRCUITMECH. EQUIP.FAN SHUT DOWN 12 0 V C R K T AD D I T I O N A L N A C & AM P L I F I E R P A N E L S AS N E E D E D , I N S T A L L IN E L E C . R O O M S A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LI GHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: SC A L E : 1 / 8 " = 1 ' - 0 " 1 FI R E A L A R M P L A N A. D O N O T I N S T A L L M O R E T H A N ( 1 0 ) N O T I F I C A T I O N A P P L I ANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTH ER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLI ANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. M O U N T P U L L S T A T I O N S A T 4 6 - 4 8 " A . F . F . T O T H E O P E R ATING HANDLE TO MEET ADA REQUIREMENTS. D. D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I CE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTE M, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER , AND AS PER NFPA AND NEC REQUIREMENTS. F. D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 FEET OF ANY AIR DIFFUSER. G. D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVIC E RUN. H. A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. A L L C L A S S " B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B LE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O CATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. P R O V I D E T H E R E Q U I R E D C A N D E L A R A T I N G O F A L L N O T I F ICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. L. N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R OVIDE A 3-3-3 TEMPORAL PATTERN. M. A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FO R GENERAL LOCATION AND LAYOUT ONLY. N. T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A LL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. O. E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EX ACT LOCATIONS AND QUANTITIES. P. E L E C T . C O N T R . T O C O N N E C T F I R E S P R I N K L E R S Y S T E M W ATER GONG, TO NEAREST SOURCE OF 120 VOLT UNSWITCHED POWE R.GENERAL NOTES: SC A L E : N O N E A FI R E A L A R M R I S E R D I A G R A M NO R T H 40 ' 20 ' 0" 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 2 A M FIRE ALARM PLANBrock Payne paynebr94@gmail.com 208-232-4439 E3.0TEPKEY NOTES:#1 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VE RIFY EXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRA CTOR.2 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.CONNECTION; FIELD LOCATION, COORDINATE LOCATION WIT H FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.3 MAKE ALL REQUIRED CONNECTIONS TO SMKE DETECTERS AN D SMOKE DAMPERS. PROVIDE REQUIRED RELAY AND MONITOR MODULES AND PROGRAM TO CLOSE DAMPERS UPON DETECTION OF SMOKE. COORDINATE WITH HVAC CONTRACTOR.4 PROVIDE (2) STRANDS OF FIBER OPTIC CABLE FROM OPTI CAL PATCH PANEL TO FIRE ALARM PANEL FOR COMMUNICATIONS NO. D E S C R I P T I O N D A T E 1 R e v i s i o n 1 1 - 9 - 2 0 2 0 1 - 9 - 2 0 2 0 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 M M F F M M MMMMMM F T TTT T S T T M F F M M M TO F C - 4 TO FC - 3 E F -7 E F -8FC-3 F C -4 E F -2 E F -1 F C -6FC-7 F C -8 C P -5EF-6WH-1 C P -2CP-3 C P -4 C P -1 E F -9 OF F I C E 10 0 VE S T I B U L E 1- A FOYER 1-BOFFICE105VESTIBULE 1-C CERAMICS CLASSROOM 104WOMEN'S RESTROOM 103 ME N ' S R E S T R O O M 10 2 ME C H A N I C A L & E L E C T R I C A L ROOM 119B CU S T O D I A L R O O M 119ADATA ROOM 119C SC U L P T U R E C L A S S R O O M 10 1 WO O D S H O P 11 0 KI L N R O O M 11 2 HA L L W A Y 1- E B. F . A . S T U D I O 11 3 TO O L R O O M 11 4 HALLWAY 1-FGLAZING ROOM 118DAMP ROOM 104A CLAY STORAGE 117A RA K U K I L N A R E A 11 5 CLAY MIXING & DRY STORAGE 117 FO U N D R Y , F O R G E & W E L D I N G AR E A 11 1 HALLWAY 1-D PL A S T E R A R E A 10 1 B FU R N I T U R E S T O R A G E A R E A 10 1 A MECHANICAL RISER ROOM 116 2 5 6 3 4 01.2 5. 8 F E D C BG A. 7 TO FC - 5 1 1 TO F C - 2 TO FC - 1 C P -6 1 TO E F - 3 TO EF - 4 F C -2 F C -1 B -12 F C -5 15 5 3 4 D C 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 5 A M MECHANICALPLANBrock Payne paynebr94@gmail.com 208-232-4439 E4.0TEPA. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LI GHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES:KEY NOTES:#1 CONNECT TO LIGHTING CIRCUITS AND CONTROLS SC A L E : 1 / 8 " = 1 ' - 0 " 1 ME C H 16'8'0"NORTH P L U M B I N G - W A T E R H E A T E R I D # V O L T S P H . P A N E L C I R C U I T F E E D E R N O T E S W H 1 2 0 8 V 1 A 6 1 ,6 3 3 /4 " C ., 3 #1 0 + 1 #1 2 G N D M E C H A N I C A L - F A N C O I L U N I T S C H E D U L E I D # V O L T S P H . H P P A N E L C I R C U I T N O T E S F C 1 2 0 8 V 1 1 -1 /2 B 9 ,1 1 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 2 2 0 8 V 1 1 B 4 4 ,4 6 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 3 2 0 8 V 1 1 -1 /2 A 6 5 ,6 7 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 4 2 0 8 V 1 1 -1 /2 A 5 8 ,6 0 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 5 2 0 8 V 1 1 A 5 4 ,5 6 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 6 2 0 8 V 1 A 6 2 ,6 4 1 ,2 F C 7 2 0 8 V 1 A 5 5 ,5 7 P R O V I D E W I T H L O C A L D I S C O N N E C T F C 8 2 0 8 V 1 A 6 6 ,6 8 P R O V I D E W I T H L O C A L D I S C O N N E C T M E C H A N I C A L - E X H A U S T F A N S C H E D U L E I D # V O L T S P H . H P W A T T S P A N E L C I R C U I T F E E D E R N O T E S E F 1 1 2 0 V 1 1 0 0 W B 1 3 3 /4 " C ., 2 -#1 2 + G N D C O N N E C T T O L I G H T I N G C K T A N D C O N T R O L S E F 2 1 2 0 V 1 1 0 0 W B 1 3 3 /4 " C ., 2 -#1 2 + G N D C O N N E C T T O L I G H T I N G C K T A N D C O N T R O L S E F 3 1 2 0 V 1 1 /4 B 3 0 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 4 1 2 0 V 1 1 /4 B 2 9 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 5 1 2 0 V 1 1 /4 B 2 9 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 6 1 2 0 V 1 1 /4 A 3 9 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 7 1 2 0 V 1 1 /2 B 4 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 8 1 2 0 V 1 1 /4 B 4 3 /4 "C .,2 #1 2 +1 #1 2 G P R O V I D E W I T H L O C A L D I S C O N N E C T E F 9 1 2 0 V 1 1 0 0 W B 1 3 3 /4 " C ., 2 -#1 2 + G N D C O N N E C T T O L I G H T I N G C K T A N D C O N T R O L S P L U M B I N G -C I R C U L A T I O N P U M P I D # V O L T S P H . H P P A N E L C I R C U I T F E E D E R N O T E S C P 1 2 0 8 V 1 1 A 7 0 ,7 2 3 /4 "C .,2 #1 2 +1 #1 2 G S E E M E C H A N I C A L D R A W I N G S F O R L O C A T I O N S A N D S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T C P 2 2 0 8 V 1 1 A 7 4 ,7 6 3 /4 "C .,2 #1 2 +1 #1 2 G S E E M E C H A N I C A L D R A W I N G S F O R L O C A T I O N S A N D S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T C P 3 1 2 0 V 1 1 /4 A 6 9 3 /4 "C .,2 #1 2 +1 #1 2 G S E E M E C H A N I C A L D R A W I N G S F O R L O C A T I O N S A N D S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T C P 4 1 2 0 V 1 1 /4 A 7 1 3 /4 "C .,2 #1 2 +1 #1 2 G S E E M E C H A N I C A L D R A W I N G S F O R L O C A T I O N S A N D S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T C P 5 1 2 0 V 1 (2 ) 3 /4 A 3 0 3 /4 "C .,2 #1 0 +1 #1 0 G S E E M E C H A N I C A L D R A W I N G S F O R S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T C P 6 2 0 8 V 1 1 A 7 8 ,8 0 3 /4 "C .,2 #1 2 +1 #1 2 G S E E M E C H A N I C A L D R A W I N G S F O R L O C A T I O N S A N D S I Z I N G . P R O V I D E W I T H L O C A L D I S C O N N E C T SC A L E : 1 / 8 " = 1 ' - 0 " 2 ME Z Z A N I N E 1. I N D O O R U N I T P O W E R E D F R O M O U T D O O R U N I T W / 2 # 1 2 + G N D 2. I N S T A L L A 1 / 2 " C O N D U I T B E T W E E N I N D O O R A N D O U T D O O R U N I T F O R C O N T R O L ME C H A N I C A L S C H E D U L E N O T E S : F A N C O I L U N I T S M E C H A N I C A L - C O N D E N S I N G U N I T S C H E D U L E I D # V O L T S P H . M C A P A N E L C I R C U I T F E E D E R N O T E S C U 6 2 0 8 V 1 1 8 A A 6 2 ,6 4 3 /4 " C ., 3 -#1 2 + 1 #1 2 G N D NO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 5 A M SCHEDULESBrock Payne paynebr94@gmail.com 208-232-4439 E5.0TEPEQUIPMENT S C H E D U L E - E L E C T R I C A L E Q U I P M E N T I D E Q U I P M E N T #N O T E S V O L T A G E P H A S E F E E D E R P a n e lCircuit N u m b e r E Q 1 S A W D U S T V A C U U M (L 6 2 0 P )2 0 8 V 1 3 /4 " C ., 2 -#1 2 +G N DB6,8 E Q 2 1 8 " L A S E R D R I L L P R E S S120 V 1 3 /4 " C ., 2 -#1 2 +G N DB27 E Q 3 B E L T S A N D E R /D I S K S A N D E R (R E C P T )1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB17 E Q 4 O S C I L L A T I N G S P I N D L E S A N D E R120 V 1 3 /4 " C ., 2 -#1 2 +G N DB19 E Q 5 1 2 " D U A L B E V E L S I D E M I T E R S A W120 V 1 3 /4 " C ., 2 -#1 2 +G N DB21 E Q 6 S T A N L E Y S H O P V A C 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB18 E Q 7 R I D G I D N X T 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB26 E Q 8 1 6 " B A N D S A W 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB28 E Q 9 P L A N E R - T W I S T L O C K R E C E P T I C A L208 V 1 3 /4 " C ., 2 -#1 2 +G N DB31,3 3 E Q 1 0 T A B L E S A W 2 0 8 V 1 3 /4 " C ., 2 -#1 2 +G N DB32,3 4 E Q 1 1 D R Y B L A S T C A B I N E T 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB23 E Q 1 2 E L E C T R I C W E L D E R 2 0 8 V 1 3 /4 " C ., 2 -#8 + G N D B 1 ,3 E Q 1 3 O X Y A C E T Y L E N E W E L D E R208 V 1 3 /4 " C ., 2 -#1 2 +G N DB39,4 1 E Q 1 4 1 4 " C U T O F F S A W 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DB5 E Q 1 5 P R O P A N E B U R N E R 0 V 0 E Q 1 6 A E L E C T R I C K I L N 2 0 8 V 3 3 /4 " C ., 3 -#8 + G N D A 3 8 ,4 0 ,4 2 E Q 1 6 B E L E C T R I C K I L N 2 0 8 V 3 3 /4 " C ., 3 -#8 + G N D A 4 1 ,4 3 ,4 5 E Q 1 6 C E L E C T R I C K I L N 2 0 8 V 3 3 /4 " C ., 3 -#8 + G N D A 4 4 ,4 6 ,4 8 E Q 1 6 D E L E C T R I C K I L N 2 0 8 V 3 3 /4 " C ., 3 -#8 + G N D A 4 9 ,5 1 ,5 3 E Q 1 7 E L E C T R I C K I L N 2 0 8 V 1 3 /4 " C ., 2 -#8 + G N D A 5 0 ,5 2 E Q 1 8 A G A S K I L N 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DA31 E Q 1 8 B G A S K I L N 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DA33 E Q 1 8 C G A S K I L N 1 2 0 V 1 3 /4 " C ., 2 -#1 2 +G N DA35 E Q 1 9 G A S K I L N 0 V 0 E Q 2 0 P U G M I L L (L 1 5 - 2 0 R )2 0 8 V 3 3 /4 " C ., 3 -#1 2 +G N DB36,3 8 ,4 0 E Q 2 1 P R E S S (L 6 2 0 R )2 0 8 V 1 2 -#1 2 + G N D B 3 5 ,3 7 E Q 2 2 S A N D I N G W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 3 4 E Q 2 3 S A N D E R A N D G R I N D E R120 V 1 2 -#1 2 + G N D A 3 6 E Q 2 4 S P R A Y B O O T H 1 2 0 V 1 2 -#1 2 + G N D A 2 4 E Q 2 5 A P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 2 3 E Q 2 5 B P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 8 E Q 2 5 C P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 1 0 E Q 2 5 D P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 1 2 E Q 2 5 E P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 1 3 E Q 2 5 F P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 1 5 E Q 2 5 G P R O F E S S I O N A L P O T T E R 'S W H E E L120 V 1 2 -#1 2 + G N D A 1 7 E Q 2 6 A P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 4 E Q 2 6 B P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 4 E Q 2 6 C P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 6 E Q 2 6 D P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 6 E Q 2 6 E P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 8 E Q 2 6 F P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 8 E Q 2 6 G P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 9 E Q 2 6 H P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 9 E Q 2 6 I P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 2 1 E Q 2 6 J P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 2 1 E Q 2 6 K P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 2 3 E Q 2 6 L P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 8 E Q 2 6 M P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 0 E Q 2 6 N P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 2 E Q 2 6 O P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 3 E Q 2 6 P P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 5 E Q 2 6 Q P O T T E R 'S W H E E L 1 2 0 V 1 2 -#1 2 + G N D A 1 7 EQ U I P M E N T S C H E D U L E N O T E S : • E . C . S H A L L F I E L D V E R I F Y R E C E P T A C L E T Y P E A N D N E M A CONFIGURATION PRIOR TO INSTALLATION • N O T E : E Q 2 1 E . C . S H A L L I N S T A L L ( 2 ) S T A R T E R S A N D M AKE ALL CONNECTIONS STARTERS ARE WI R E D F O R A S I N G L E ( L 6 2 0 P ) C O R D A N D P L U G . L I G H T I N G F I X T U R E S C H E D U L E T Y P E D E S C R I P T I O N M O U N T I N G V O L T S L A M P S M F G R . C A T A L O G # N O T E S F 1 2 X 2 R E C E S S E D L E D R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A E P A N L 2 X 2 4 8 L 8 0 C R I 4 0 K M I N I N L I G H T M V O L T F 2 2 X 2 R E C E S S E D L E D C O L O R C O R R E C T I N G R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A 2 B L T 2 -T U W H -P R O R -4 8 L -A D S M -M V O L T -N L T F 3 6 " C A N L I G H T R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A L D N 6 -4 0 /1 5 -L O 6 A R -L S S -M V O L T -E Z 1 N P P 1 6 D F 3 E 6 " C A N L I G H T R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A S E E N O T E 1 F 4 4 F T L E D W A L L A B O V E M I R R O R W A L L 1 2 0 -2 7 7 L E D L I T H O N I A W L 4 -4 0 L -M V O L T -E Z 1 -L P 8 4 0 -N P P 1 6 F 5 4 8 " L E D S T R I P S U R F A C E W R A P L E N S , L E D S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 L E D L I T H O N I A C L X -L 4 8 -5 0 0 0 L M -S E F -R D L -M V O L T -E Z 1 -4 0 K -9 0 C R I -N 1 0 0 F 5 E 4 8 " L E D S T R I P S U R F A C E W R A P L E N S , L E D S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 L E D L I T H O N I A S E E N O T E 1 F 6 9 6 " L E D S T R I P S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 I N C L U D E D L I T H O N I A C L X -L 9 6 -1 0 0 0 0 L M -S E F -R D L -M V O L T -E Z 1 -4 0 K -9 0 C R I -N 1 0 0 F 6 E 9 6 " L E D S T R I P S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 I N C L U D E D L I T H O N I A S E E N O T E 1 F 7 6 " C Y L I N D E R S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 L E D L I T H O N I A L D N 6 C Y L -4 0 -3 0 -L O 6 -A R -L S S -M V O L T -E Z 1 -A C C - N P P 1 6 D -C B A 3 F 9 E X T E R I O R L E D W A L L P A C K , W A L L 1 2 0 -2 7 7 L E D L I T H O N I A D S X W 1 -L E D -2 0 C -7 0 0 -4 0 K -T F T M -M V O L T -C B A F 1 0 P A R K I N G L O T 1 H E A D P O L E L I G H T (2 0 ' P O L E ) P O L E (S E E D E T A I L ) S E E P L A N L E D I N C L U D E D A N T I Q U E S T R E E T L A M P S E H L 2 2 F T -6 3 L E D 3 5 0 M A 4 K G C F M V O L T R 3 A N D B E A D 5 /1 -/E P S X -2 0 -S 5 (F I N I S H A N D B ) F 1 1 1 4 F T S I D E W A L K L I G H T P O L E (S E E D E T A I L ) S E E P L A N L E D I N C L U D E D F I X T U R E S H A L L B E O W N E R F U R N I S H E D . E .C . S H A L L R E C E I V E A N D I N S T A L L . P R O V I D E F O U N D A T I O N A N D A N C H O R B O L T S . F 1 2 F L O O D L I G H T 1 2 0 -2 7 7 L E D I N C L U D E D H Y D R E L M 9 4 1 0 C A P 3 4 0 K M V O L T F L F L C 2 0 X X C B A F 1 3 6 " C A N L I G H T R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A L D N 6 -4 0 /3 0 -L O 6 A R -L S S -M V O L T -E Z 1 N P P 1 6 D F 1 3 E 6 " C A N L I G H T R E C E S S E D 1 2 0 -2 7 7 L E D L I T H O N I A S E E N O T E 1 F 1 4 E X T E R I O R L I N E A R C O L O R C H A N G I N G A C C E N T L I G H T S U R F A C E / S U S P E N D E D 1 2 0 -2 7 7 L E D -8 0 0 0 L M -4 0 0 0 K L U M E N P U L S E L X T 1 2 0 O A 1 8 F T R G B R O S A M C B A P M X /R D M W / L T 0 2 C O N T R O L L E R 2 F 1 5 8 F T L E D D I S P L A Y C A S E L I G H T I N G S U R F A C E 1 2 0 -2 7 7 I N C L U D E D L I T H O N I A T Z L I N L 9 2 1 0 0 0 0 L M F S T M V O L T 4 0 K 9 0 C R I M B N P P 1 6 D F 1 6 2 F T L E D D I S P L A Y C A S E L I G H T I N G S U R F A C E 1 2 0 -2 7 7 I N C L U D E D L I T H O N I A Z L I N L 2 4 2 5 0 0 L M F S T M V O L T 4 0 K 9 0 C R I M B N P P 1 6 D F 1 7 4 F T L E D D I S P L A Y C A S E L I G H T I N G S U R F A C E 1 2 0 -2 7 7 I N C L U D E D L I T H O N I A Z L I N L 4 8 5 0 0 0 L M F S T M V O L T 4 0 K 9 0 C R I M B N P P 1 6 D F 1 8 1 X 4 S U R F A C E F I X T U R E W E A T H E R P R O O F S U R F A C E 1 2 0 -2 7 7 L E D -6 0 0 0 L M -4 0 0 0 K L I T H O N I A V A P 6 0 0 0 L M F S T M D M V O L T G Z 1 0 4 0 K 9 0 C R I F 1 9 E X I T S I G N W / D I E C A S T A L U M I N U M , G R E E N L E D , S I N G L E /D O U B L E F A C E W A L L O R C E I L I N G 1 2 0 -2 7 7 W I T H F I X T U R E L I T H O N I A L E S -W X -G F 2 0 S U R F A C E T R A C S Y S T E M 1 2 0 L E D L S I T R A C -3 1 3 1 0 - H E A D S - S E E N O T E 4 4 , 5 F 2 1 L O W V O L T A G E W A L L R A I L T R A C S Y S T E M W C A B L E S U P P O R T S W A L L 1 2 0 L E D T E C H L I G H T I N G 7 0 0 M O A -9 6 -S W / (4 ) 7 0 0 M O S O R G -S 6 L I G H T I N G C O N T R O L (n L I G H T ) S Y S T E M S C H E D U L E T Y P E M F G R . C A T A L O G # D E S C R I P T I O N N O T E S C E I L I N G S E N S O R S n D 1 S E N S O R S W I T C H n C M -P D T -9 -A D C X D U A L -T E C H N O L O G Y C E I L I N G O C C U P A N C Y S E N S O R W A L L S W I T C H E S n P S E N S O R S W I T C H n P O D M - C B A n L I G H T O N /O F F P U S H B U T T O N n P 2 S E N S O R S W I T C H n P O D M 2 P -D X -C B A n L I G H T O N /O F F /D I M , 2 -C H A N N E L n P D S E N S O R S W I T C H n P O D M -D X n L I G H T O N /O F F P U S H B U T T O N W /D I M M I N G n P D C S E N S O R S W I T C H n P O D M -D X -C C T - C B A n L I G H T O N /O F F P U S H B U T T O N W /D I M M I N G /C C T S U P P L Y W I T H P O W E R S U P P L Y F O R C C T O P E R A T I O N LI G H T F I X T U R E S C H E D U L E N O T E S : 1. S U F F I X E D E N O T E S F I X T U R E S U P P L I E D W I T H B O D I N E G T D T R A N S F E R D R I V E C O N N E C T E D T O B O T H E P O W E R A N D N O R M AL P O W E R . C O N N E C T T O E M E R G E N C Y C I R U C I T E - 2 2. E . C . S H A L L P R O V I D E A N D I N S T A L L A L L R E Q U I R E D M O U N TI N G H A R D W A R E C O N T R O L S A N D C A B L E S R E Q U I R E D T O M O U N T F 1 4 F I X T U R E V E R T I C A L L Y B E H I N D W I N G W A L L S IN S T A L L A L L P O W E R A N D C O N T R O L C A B L E S T O C O L O R C H A N G IN G C O N T R O L S A D J A C E N T T O P A N E L . P R O G R A M A N D T R A I N O WN E R T O O P E R A T I O N . 3. S U S P E N D F I X T U R E T O H E I G H T D I R E C T E D B Y A R C H . 4. E . C . S H A L L P R O V I D E A N D I N S T A L L ( 1 5 ) L X 2 0 6 0 - T S 9 1 3 -9 8 4 0 N 1 - 0 0 E D 1 2 0 C B A ; ( 2 5 ) L X 2 0 6 0 - T S 9 1 3 - 9 8 4 0 - N Z - 0 0 E D -1 2 0 C B A ; A N D ( 1 0 ) L X 2 0 6 0 - T S 9 1 3 - 9 8 4 0 N 4 - 0 0 E D 1 2 0 C B A . L O C A T E AN D A I M A S D I R E C T E D B Y O W N E R 5. R E F E R T O P L A N S F O R T R A C K L E N G T H A N D C O N F I G U R A T I O N. E . C . S H A L L P R O V I D E A N D I N S T A L L A L L R E Q U I R E D P O W E R F E E D S , C O R N E R S , C O N N E C T O R S E T C . F O R A CO M P L E T E T R A C K S Y S T E M . I N S T A L L T R A C K F R O M 3 / 8 " A L L TH R E A D C O N N E C T E D T O S T R U C T U R E . E X A C T H E I G H T P E R O W N ER I N F I E L D . 6. E . C . S H A L L P R O V I D E A N D I N S T A L L A C O M L E T E T R A C K L IG H T I N G S O L U T I O N F O R T H E F 2 1 I N C L U D I N G T R A C K , W A L L SU P P O R T S , P O W E R S U P P L I E S , T R A N S F O R M E R ( 1 5 0 V A , 12 V F O R E A C H S E C T I O N ) C U T W A L L S U P P O R T S T O 2 4 " I N S T AL L P E R M A N U F A C T U R E . P R O V I D E A N D I N S T A L L A T O T A L O F ( 8 ) 7 0 0 M O 9 3 0 5 0 0 3 C B A - L E D A N D ( 4 ) 7 0 0 M O 93 0 3 0 0 3 C B A - L E D H E A D S F O R T H E T W O F 2 1 F I X T U R E S S H O W N. 1. A L L L I G H T I N G C O N T R O L C A B L E S H A L L B E W H I T E I N C O L OR . 2. A L L C A B L E N O T I N S T A L L E D C O N C E A L E D A B O V E A C C E S S I B LE C E I L I N G , S H A L L B E I N S T A L L E D I N 3 / 4 " C O N D U I T . 3. P R O V I D E A M I N I M U M O F 2 ' S L A C K B E T W E E N A L L D E V I C E A N D F I X T U R E C O N N E C T I O N P O I N T S . 4. C O N N E C T A L L P O W E R P A C K S , S E N S O R S , F I X T U R E S A N D W AL L D E V I C E S W I T H C A T 5 e C A B L E 5. E . C . S H A L L P R O V I D E O N - S I T E F A C T O R Y C O M M I N S S I O N I N G O F L I G H T I N G C O N T R O L S Y S T E M . P R O G R A M A S DI R E C R T E D B Y O W N E R . GE N E R A L L I G H T I N G C O N T R O L N O T E S : NO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 6 A M PANEL SCHEDULESBrock Payne paynebr94@gmail.com 208-232-4439 E5.1TEP S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , L O C K - O U T T Y P E A = A R C - F A U L T B R E A K E R GP = G F E P D B R E A K E R L C P = C R K T T O B E R O U T E D T H R O U G H L T G C O N T R O L P A N E L BR K N O T E S : TO T A L E S T I M A T E D D E M A N D A M P S : 31 5 A TO T A L A M P S : 32 7 A 3 4 5 A 3 5 4 A TO T A L L O A D : 39 . 2 k V A 4 1 . 1 k V A 4 2 . 2 k V A 83 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 8 4 81 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 8 2 79 S P A R E - - 2 0 A 1 0 9 1 5 - - - - - - - - 80 77 R O L L E R S H A D E S 2 0 A 1 2 0 0 0 9 1 5 2 2 0 A C P - 6 7 8 75 R O L L E R S H A D E S 2 0 A 1 2 5 0 0 9 1 5 - - - - - - - - 76 73 R O L L E R S H A D E S 2 0 A 1 2 5 0 0 9 1 5 2 2 0 A C P - 2 7 4 71 C P - 4 20 A 1 6 9 6 9 1 5 - - - - - - - - 72 69 C P - 3 20 A 1 6 9 6 9 1 5 2 2 0 A C P - 1 7 0 67 - - -- - - - - 1 1 4 4 0 - - - - - - - - 68 65 F C - 3 15 A 2 1 1 4 4 0 2 1 5 A F C - 8 6 6 63 - - -- - - - - 0 1 0 4 - - - - - - - - 64 61 W A T E R H E A T E R 3 0 A 2 0 1 0 4 2 2 0 A C U - 6 6 2 59 P o w e r 20 A 1 1 0 0 0 1 1 4 4 - - - - - - - - 60 57 - - -- - - - - 0 1 1 4 4 2 1 5 A F C - 4 5 8 55 F C - 7 20 A 2 0 9 1 5 - - - - - - - - 56 53 - - -- - - - - 4 0 0 0 9 1 5 2 2 0 A F C - 5 5 4 51 - - -- - - - - 4 0 0 0 4 0 0 0 - - - - - - - - 52 49 K I L N 40 A 3 4 0 0 0 4 0 0 0 2 5 0 A K I L N 5 0 47 P o w e r 20 A 1 1 0 0 0 4 0 0 0 - - - - - - - - 48 45 - - -- - - - - 4 0 0 0 4 0 0 0 - - - - - - - - 46 43 - - -- - - - - 4 0 0 0 4 0 0 0 3 4 0 A K I L N 4 4 41 K I L N 40 A 3 4 0 0 0 4 0 0 0 - - - - - - - - 42 39 E F - 6 20 A 1 6 9 6 4 0 0 0 - - - - - - - - 40 37 R e c e p t a c l e 2 0 A 1 1 2 2 0 4 0 0 0 3 4 0 A K I L N 3 8 35 K i l n 20 A 1 1 0 0 0 1 0 0 0 1 2 0 A S a n d e r / G r i n d e r 3 6 33 K i l n 20 A 1 1 0 0 0 1 0 0 0 1 2 0 A S a n d i n g W h e e l 3 4 31 K i l n 20 A 1 1 0 0 0 3 6 0 1 2 0 A R e c e p t a c l e 3 2 29 R e c e p t a c l e 2 0 A 1 1 8 0 2 4 0 0 1 2 5 A C P - 5 3 0 27 R e c e p t a c l e 2 0 A 1 5 4 0 0 1 2 0 A - - S P A R E 2 8 25 R e c e p t a c l e 2 0 A 1 7 2 0 0 1 2 0 A - - S P A R E 2 6 23 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 0 0 0 1 2 0 A S P R A Y B O O T H 2 4 21 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 4 0 0 1 2 0 A R e c e p t a c l e 2 2 19 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 2 6 0 1 2 0 A R e c e p t a c l e 2 0 17 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 1 8 15 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 1 6 13 P o t t e r s W h e e l 2 0 A 1 1 5 0 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 1 4 11 P o w e r 20 A 1 1 6 8 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 1 2 9 R e c e p t a c l e 2 0 A 1 1 4 0 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 1 0 7 R e c e p t a c l e 2 0 A 1 1 0 8 0 1 5 0 0 1 2 0 A P o t t e r s W h e e l 8 5 R e c e p t a c l e 2 0 A 1 1 0 6 8 2 1 8 0 1 2 0 A P o w e r 6 3 R e c e p t a c l e 2 0 A 1 1 2 4 7 1 5 4 0 1 2 0 A R e c e p t a c l e 4 1 R e c e p t a c l e 2 0 A 1 5 4 0 5 4 0 1 2 0 A R e c e p t a c l e 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T D E S C R I P T I O N C K T PR O V I D E W I T H I N T E G R A L S P D ; 8 4 S P A C E 2 S E C T I O N NO T E S : MF G & M O D E L : SQ . D / N Q S E R I E S DI M E N S I O N S : 20 " W x 5 . 8 " D x * " H FE E D : EN C L O S U R E : B U S S I N G : SE E S P E C ' S MB R A M P S : N/ A MO U N T I N G : WI R E S : 4 PA N E L A M P S : 40 0 A FE D F R O M : M PH A S E S : 3 PA N E L T Y P E : ML O S P O R I A N N E X LO C A T I O N : V O L T A G E : 12 0 / 2 0 8 W y e A. I . C . R A T I N G : 22 , 0 0 0 PR O J E C T : PA N E L : A PA Y N E E N G I N E E R I N G S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , LOCK-OUT TYPE A = A R C - F A U L T B R E A K E R GP = GFEPD BREAKER L C P = C R K T T O B E R O U T E D T H R O U G H L T G CONTROL PANEL BR K N O T E S : Po w e r 15771 VA 1 0 0 . 0 0 % 1 5 7 7 1 V A We l d e r 7000 VA 1 0 0 . 0 0 % 7 0 0 0 V A TOTAL EST. DEMAND AMPS:427 A Re c e p t a c l e 52004 VA 5 9 . 6 1 % 3 1 0 0 2 V A TOTAL CONN. AMPS.:484 A Mo t o r 24464 VA 1 0 2 . 4 5 % 2 5 0 6 4 V A TOTAL EST. DEMAND:153810 VA Li g h t i n g 8774 VA 1 0 0 . 0 0 % 8 7 7 4 V A TOTAL CONN. LOAD:174212 VA HV A C 66208 VA 1 0 0 . 0 0 % 6 6 2 0 8 V A LO A D C L A S S I F I C A T I O N C O N N E C T E D . . . D E M A N D F A C T O R E S T . D E MAND P A N E L T O T A L S PANEL LOAD SUMMARYTOTAL AMPS:462 A 4 8 3 A 4 7 3 A TOTAL LOAD:55.5 kVA 5 7 . 7 k V A 5 6 . 6 k V A 23 P R E P A R E D S P A C E - - - - - - 0 24 21 P R E P A R E D S P A C E - - - - - - 0 22 19 P R E P A R E D S P A C E - - - - - - 0 20 17 - - -- - - - - 0 0 - - - - - - P R E P A R E D S P A C E 1 8 15 - - -- - - - - 0 0 - - - - - - P R E P A R E D S P A C E 1 6 13 S P A R E - - 1 5 0 A 3 0 0 - - - - - - P R E P A R E D S P A C E 1 4 11 - - -- - - - - 1 3 9 7 4 3 6 0 - - - - - - - - 12 9 - - -- - - - - 1 6 2 8 5 3 6 0 - - - - - - - - 10 7 P A N E L B 200 A 3 1 5 7 7 8 5 0 0 3 1 0 0 A P A N E L E 8 5 - - -- - - - - 4 2 2 3 2 6 3 - - -- - - - - 4 1 0 9 3 4 1 P A N E L A 400 A 3 3 9 2 1 4 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T DESCRIPTION C K T PR O V I D E W I T H I N T E G R A L S P D NO T E S : MF G & M O D E L : SQ. D/I-LINE DIMENSIONS:40"W x 11.5"D x *"H FEED: EN C L O S U R E : B U S S I N G : SEE SPEC'S MBR AMPS:600 A MO U N T I N G : WIRES:4 PANEL AMPS:600 A FE D F R O M : P H A S E S : 3 PANEL TYPE:MBR S P O R I A N N E X LO C A T I O N : V O L T A G E : 120/208 Wye A.I.C....22,000 PROJECT: PA N E L : M PAYNE ENGINEERING S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , LOCK-OUT TYPE A = A R C - F A U L T B R E A K E R GP = GFEPD BREAKER P = P O W E R L I N K BR K N O T E S : TOTAL ESTIMATED DEMAND AMPS:126 ATOTAL AMPS:134 A 1 3 8 A 1 1 6 A TOTAL LOAD:15.8 kVA 1 6 . 3 k V A 1 4 . 0 k V A 53 S P A R E - P O W E R L I N K - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 5 4 51 S P A R E - P O W E R L I N K - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 5 2 49 S n o w m e l t C o n t r o l P 2 0 A 1 5 0 0 0 1 2 0 A - - S P A R E 5 0 47 L i g h t i n g - T r a c k P 2 0 A 1 1 0 0 0 0 1 2 0 A - - S P A R E 4 8 45 L i g h t i n g - T r a c k P 2 0 A 1 1 0 0 0 9 1 5 - - - - - - - - 46 43 L i g h t i n g - W a l l T r a c k P 2 0 A 1 5 0 0 9 1 5 2 2 0 A F C - 2 4 4 41 - - -- - - - - 1 5 0 0 9 7 1 1 2 0 A P L i g h t i n g 4 2 39 W e l d e r 20 A 2 1 5 0 0 6 6 7 - - - - - - - - 40 37 - - -- - - - - 1 0 0 0 6 6 7 - - - - - - - - 38 35 P r e s s 20 A 2 1 0 0 0 6 6 7 3 2 0 A P u g m i l l 3 6 33 - - -- - - - - 7 5 0 1 0 0 0 - - - - - - - - 34 31 P l a n e r 20 A 2 7 5 0 1 0 0 0 2 2 0 A T a b l e S a w 3 2 29 M o t o r 20 A 1 1 3 9 2 6 9 6 1 2 0 A M o t o r 3 0 27 D r i l l P r e s s 2 0 A 1 1 0 0 0 1 0 0 0 1 2 0 A B a n d S a w 2 8 25 R e c e p t a c l e 2 0 A 1 7 2 0 1 0 0 0 1 2 0 A R e c e p t a c l e 2 6 23 D r y B l a s t C a b i n e t 2 0 A 1 1 0 0 0 3 6 0 1 2 0 A R e c e p t a c l e 2 4 21 M i t e r S a w 20 A 1 1 0 0 0 3 6 0 1 2 0 A R e c e p t a c l e 2 2 19 S p i n d l e S a n d e r 2 0 A 1 1 0 0 0 5 4 0 1 2 0 A R e c e p t a c l e 2 0 17 B e l t / D i s k S a n d e r 2 0 A 1 1 0 0 0 1 0 0 0 1 2 0 A R e c e p t a c l e 1 8 15 L i g h t i n g P 2 0 A 1 1 6 9 2 1 8 0 1 2 0 A P L i g h t i n g 1 6 13 L i g h t i n g P 2 0 A 1 1 4 4 2 1 3 5 6 1 2 0 A P L i g h t i n g 1 4 11 - - -- - - - - 1 1 4 4 5 4 0 1 2 0 A R e c e p t a c l e 1 2 9 F C - 1 20 A 2 1 1 4 4 2 0 5 1 2 0 A P L i g h t i n g - D I S P L A Y C A S E 1 0 7 L i g h t i n g P 2 0 A 1 7 5 2 7 5 0 - - - - - - - - 8 5 C u t o f f S a w 2 0 A 1 1 0 0 0 7 5 0 2 2 0 A S A W D U S T V A C U U M 6 3 - - -- - - - - 2 0 0 0 1 8 7 2 1 2 0 A M o t o r 4 1 W e l d e r 50 A 2 2 0 0 0 9 0 0 1 2 0 A R e c e p t a c l e 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T DESCRIPTION CKT PR O V I D E W I T H I N T E G R A L S P D NO T E S : MF G & M O D E L : SQ. D/NF POWERLINK...DIMENSIONS:20"W x 5.8"D x *"H FEED: EN C L O S U R E : B U S S I N G : SEE SPEC'S MBR AMPS:N/A MO U N T I N G : WIRES:4 PANEL AMPS:225 A FE D F R O M : M PHASES:3 PANEL TYPE:MLO SPORI ANNEX LO C A T I O N : V O L T A G E : 120/208 Wye A.I.C. RATING:22,000 PROJECT: PA N E L : B PAYNE ENGINEERING S = S H U N T - T R I P B R E A K E R G = G F C I B R E A K E R R = R E D H A N D L E D , L O C K - O U T T Y P E A = A R C - F A U L T B R E A K E R GP = G F E P D B R E A K E R L C P = C R K T T O B E R O U T E D T H R O U G H L T G C O N T R O L P A N E L BR K N O T E S : TO T A L E S T I M A T E D D E M A N D A M P S : 2 A TO T A L A M P S : 4 A 3 A 3 A TO T A L L O A D : 0. 5 k V A 0 . 4 k V A 0 . 4 k V A 41 42 39 40 37 38 35 36 33 34 31 32 29 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 3 0 27 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 8 25 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 6 23 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 4 21 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 2 19 P R E P A R E D S P A C E - - - - - - 0 0 - - - - - - P R E P A R E D S P A C E 2 0 17 S P A R E - - 2 0 A 1 0 0 - - - - - - P R E P A R E D S P A C E 1 8 15 S P A R E - - 2 0 A 1 0 0 - - - - - - P R E P A R E D S P A C E 1 6 13 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 1 4 11 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 1 2 9 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 1 0 7 S P A R E - - 2 0 A 1 0 0 1 2 0 A - - S P A R E 8 5 R e c e p t a c l e 2 0 A 1 3 6 0 0 1 2 0 A - - S P A R E 6 3 R e c e p t a c l e 2 0 A 1 3 6 0 0 1 2 0 A - - S P A R E 4 1 F A C P 20 A 1 5 0 0 0 1 2 0 A - - E - L I G H T I N G 2 CK T C I R C U I T D E S C R I P T I O N N O T E A M P S P A B C P A M P S N O T E C I R C U I T D E S C R I P T I O N C K T NO T E S : MF G & M O D E L : SQ . D / N Q S E R I E S DI M E N S I O N S : 20 " W x 5 . 8 " D x * " H FE E D : EN C L O S U R E : B U S S I N G : SE E S P E C ' S MB R A M P S : N/ A MO U N T I N G : WI R E S : 4 PA N E L A M P S : 22 5 A FE D F R O M : M PH A S E S : 3 PA N E L T Y P E : ML O S P O R I A N N E X LO C A T I O N : V O L T A G E : 12 0 / 2 0 8 W y e A. I . C . R A T I N G : 22 , 0 0 0 PR O J E C T : PA N E L : E PA Y N E E N G I N E E R I N G NO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0 3 4'-0 2" (TYP)18"20'-0 POLE BASE WITH 4#5 RE-BARS AND #3 TIES @ 12" O.C.3000 PSI MIN.16"GRADE1/4" WEEP HOLE FOR WATER DRAINAGE (TYP)POWER CIRCUIT SEE PLANS ANCHOR BOLTS AS PER POLE MFGR.(4) BOLTSGROUT & SEAL UNDER EACH FIXTURE UNDISTURBED EARTH COMPACT FILL9"HAND HOLE CONCRETE SIDEWALKFIXTURE AND POLE PER FIXTURE SCHEDULE NOTE :IN THE EVENT THAT BED ROCK IS ENCOUNTERED, E.C. SHA LL DRILL ROCK AND EPOXY IN FULL LENGTH OF REBAR AS DETAILED. THEN FORM UPPE R PORTION AS DETAILED.E.C. SHALL NOTIFY ARCHITECT AND GENERAL CONTRACTOR OF THIS CONDITION IF ENCOUNTERED. TYPICAL FOR ALL POLE LIGHT FOUNDATI ONS.4'-0 MIN. 16" 14'-0±18"UNDISTURBED OR COMPACTED EARTHPOLE BASE COVER 3/4'' CONDUIT (PVC) 24'' MIN.DEPTH. REFER TO PLANSFINISH GRADEPOLE LIGHT LUGS AS REQ'D.POLE BASE WITH 4#5 RE-BARS AND #3 TIES @ 12" O.C.3000 PSI MIN.4" ALUMINUM POLE.ANCHOR BOLTS TO SUIT POLE BY E.C.NOTE :IN THE EVENT THAT BED ROCK IS ENCOUNTERED, E.C. SHA LL DRILL ROCK AND EPOXY IN FULL LENGTH OF REBAR AS DETAILED. THEN FORM UPPE R PORTION AS DETAILED.E.C. SHALL NOTIFY ARCHITECT AND GENERAL CONTRACTOR OF THIS CONDITION IF ENCOUNTERED. TYPICAL FOR ALL POLE LIGHT FOUNDATI ONS. SY M B O L CR J NE M A L 5 - 2 0 T W I S T - L O C K R E C E P T A C L E W I T H C O V E R P L A T E M O U N T E D FL U S H I N C E I L I N G O R T O ST R U C T U R E A S R E Q U I R E D . TW I S T - L O C K NE M A L 5 - 2 0 PL U G SU P P O R T S E C U R E L Y T O S T R U C T U R E OR C E I L I N G . U S E U N I S T R U T T O S P A N JO I S T S W H E R E N E C E S S A R Y T O A C H I E V E PR O P E R P O S I T I O N I N G , V E R I F Y E X A C T PL A C E M E N T W I T H O W N E R P R I O R TO R O U G H - I N . CO R D R E E L S H A L L B E HU B B E L L # H B L 5 0 1 2 3 2 W . PR O V I D E N E M A 5 - 2 0 RE C E P T A C L E O N E N D PR O V I D E C A B L E S T O P A D J U S T E D SO T H A T C O R D I S R E A C H A B L E FR O M F I N I S H E D F L O O R . ( V E R I F Y H E I G H T W I T H O W N E R ) 6 ' ± MA I N L E V E L FI N I S H F L O O R ( V E R I F Y W I T H O W N E R ) PA N E L 'A ' SE C 1 PA N E L 'B ' PO W E R LI N K 3/ 4 " C . , W / CO N T R O L C A B L E (2 ) 3 " C . , E A W/ 4 - #3 5 0 SQ U A R E D PO W E R L O G I C ME T E R , I O N 7 5 6 0 IN N E M A 1 E N C L O S U R E GN D P E R N E C SE E D E T A I L TR A N S F O R M E R IN S T A L L E D B Y B Y U - I EX I S T I N G P A D RE L O C A T E S W I T C H R 5 WO R K B Y O W N E R 3 - # 2 1 5 K V + # 1 / 0 B C G N D IN E X I S T I N G C O N D U I T (B Y O W N E R ) RE W O R K E X I S T I N G 1 5 K V FE E D E R S ( 3 - # 2 ) F R O M EX I S T I N G V A U L T T O N E W SW I T C H L O C A T I O N F R O SN O W , S P O R I , R O M N E Y & ST A D U I M . W O R K B Y O W N E R EX I S T I N G V A U L T PA N E L 'M ' PA N E L 'A ' SE C 2 4" C . , 4 -#5 0 0 + G N D 2 1 / 2 C . , 4 -# 3/ 0 + G N D X 2 5 , 9 7 2 A F C 16 , 5 3 6 A F C X X 15 , 5 6 9 A F C 12 , 9 5 3 A F C X BL D G . ST E E L WA T E R MA I N GR O U N D B A R AT M A I N T T B GR N D RO D S ST A N D - O F F G R O U N D B A R L O C A T E D IN E L E C . R M N E X T T O S E R V I C E E Q U I P . GR O U N D B A R S H A L L B E E R I C O # B 5 4 3 A 0 1 0 OR E Q U A L . P R O V I D E A N D I N S T A L L A L L R E Q ' D LU G S & T E R M I N A L S . M O U N T V E R T . T O CO N S E R V E A S M U C H W A L L S P A C E A S P O S S I B L E . MA I N SE R V I C E EQ U I P M E N T G N NE U T R A L T O G N D BO N D A T T H I S P O I N T ON L Y #3 / 0 C u # 4 C u CO N C R E T E E N C A S E D EL E C T R O D E 3 / 4 " C . , 1 # 6 C u # 2 / 0 C u # 2 / 0 C u # 2 C u BO N D TO F I R E SP R I N K L E R RI S E R # 2 / 0 C u CA B L E TR A Y S # 4 C u PA N E L 'E ' N E L AU T O M A T I C TR A N S F E R SW I T C H TO P A N E L M F O R NO R M A L P O W E R NE W P A N E L EX I S T I N G GE N E R A T O R TO R E M A I N PA N E L 'E ' EX I S T I N G P A N E L E M 1" C . , W I T H C O N T R O L CO N D U C T O R S T O EX I S T I N G G E N E R A T O R 1 1 / 2 " C . , 4 # 2 + G N D 1 1 / 2 " C . , 4 # 2 + G N D PR O V I D E A N D I N S T A L L NE W 1 0 0 A 3 P B R E A K E R IN E X I S T I N G P A N E L 11 , 2 7 8 A F C X 10 0 A A U T O M A T I C T R A N S F E R S W I T C H ON A N O T P C 1 0 0 P O W E R C O M M A N D 3 P , S N , 3P H , 4 W , 2 0 8 V , N E M A 1 C O N T R O L TR A N S F E R L E V E L 2 , S W I T C H K E Y F R O N T PA N E L S E C U R I T Y , D I G I T A L D I S P L A Y , L O A D MO N I T O R I N G , C O M M U N I C A T I O N S NE T W O R K F T T - 1 0 . P R O V I D E D F A C T O R Y PR O G R A M M I N G A N D C O M M I S I O N I N G 3 6" 3/ 4 " C . , 1 # 6 B . C . G R N D . CO N N E C T T O B L D G . G R O U N D SY S T E M FINISH FLOOR TY P I C A L C O N D U I T S O U T T O V O I C E / DA T A O U T L E T S . S E E P L A N F O R SI Z E , E T C . ( T Y P I C A L T O P & O R BO T T O M O F B O A R D ) 4' X 8 ' X 3 / 4 " P L Y W O O D PR I M E & P A I N T W / T W O CO A T S G R E Y E N A M E L (I N S T A L L O N W A L L S AS IN D I C A T E D O N P L A N S ) AN C H O R S E C U R E L Y T O WA L L W / C O N S T . A D H E S I V E . DO U B L E - D U P L E X OU T L E T ( S ) P E R PL A N S 12 0 V C I R C U I T PE R P L A N S PU L L C O R D UN I S T R U T A N C H O R IN C O M I N G U T I L I T Y S E R V I C E CO N D U I T ( S ) WI T H I N S U L A T E D B U S H I N G . S E E S I T E PL A N F O R S I Z E , Q U A N T I T Y , E T C . GR O U N D B A R (S Q . D #P K 2 7 G T A ) TE L E P H O N E , D A T A , TV E Q U I P M E N T (T Y P ) IN S T A L L I N S U L A T E D BU S H I N G O N A L L CO N D U I T E N D S . (T Y P ) UN I S T R U T A N C H O R 6"3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUND SYSTEMFINISH FLOOR TY P I C A L C O N D U I T S O U T T O A C C E S S CO N T R O L D E V I C E S . S E E P L A N F O R SI Z E , E T C . ( T Y P I C A L T O P & O R BO T T O M O F B O A R D ) 4' X 8 ' X 3 / 4 " P L Y W O O D PR I M E & P A I N T W / T W O CO A T S G R E Y E N A M E L (I N S T A L L O N W A L L S A S IN D I C A T E D O N P L A N S ) AN C H O R S E C U R E L Y T O WA L L W / C O N S T . A D H E S I V E . DO U B L E - D U P L E X OU T L E T ( S ) P E R P L A N S 12 0 V C I R C U I T PE R P L A N S UN I S T R U T A N C H O R GROUND BAR (SQ. D #PK27GTA)INSTALL INSULATED BUSHING ON ALL CONDUIT ENDS. (TYP)UNISTRUT ANCHOR SCALE: NONE D PARKING LOT LIGHT (1 HEAD)SCALE: NONE H SIDEWALK LIGHT SC A L E : N O N E E PO W E R R I S E R D I A G R A M SC A L E : N O N E B BL D G G R O U N D I N G E L E C T R O D E S Y S T E M D E T A I L SC A L E : N O N E F EM E R G E N C Y P O W E R R I S E R D I A G R A M SC A L E : N O N E G CO M M T E R M I N A L B O A R D D E T A I L SC A L E : N O N E C AC C E S S C O N T R O L D E V I C E S D E T A I L 8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER Engineering Inc.Consulting Engineers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE PROJECT NO:DOCUMENT STATUS STATUS D A T E ©2019 BYU -IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr.Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681 -8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298 -8795 ARCHITECTURAL Brigham Young University -Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460 -8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496 -2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233 -0501 ELECTRICAL ENGINEER Payne Engineering INC.1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232 -4439LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNG UNIVERSITY -IDAHO SPORI ANNEX 11513BID DOCUMENTS 11/27/2019 P.E. JOB #197712-17-2019 1 / 2 8 / 2 0 2 0 1 0 : 5 5 : 1 6 A M ELECTRICALDETAILSBrock Payne paynebr94@gmail.com 208-232-4439 E6.0TEP SC A L E : N O N E A CO R D R E E L D E T A I L NO. D E S C R I P T I O N D A T E 3 A d d e n d u m 0 0 3 1 - 2 3 - 2 0 2 0