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2016-00632Monticello 505 Walnut Street, Suite 1 MONTICELLO, MN 55362 Date: 9-29-16 Walmart Academy 9320 Cedar Street, Monticello MN PID/Legal: _155-207- nnin n COMMERCIAL REMODEL PLANS EXAMINING REPORT City Hall (763) 295-2711 Building Inspections (763) 295-3060 Fax (763)295-4404 Building Permit #: Planning Case File: 11 Description of work: Interior remodel. Reconfigure existing space to create a learning academy for associates. ARCHITECT OF RECORD: ENGINEER OF RECORD: CONTRACTOR: BRR Architecture Richard A. Majors, Jr 6700 Antioch, Suite 300 Merriam, KS 66204 Telephone: 913-236-3465 Fax: Email: Jamie.bergman@brrarch.com Telephone: Fax: Email: N Telephone: Fax: Email: PROPERTY OWNER: Walmart Real Estated Business Trust jennifer.petersen@walmart.com Telephone: Fax: Email: Date: APPROVED FILE COPY ReVI WED FOR CODE SUBJLCT TO FIELD INSPEC O eg-lix— Signo—x/ The Architect of Record named above must head this report and respond in writing to each item herein and appearing on the Approved Job Copy of the plan released for permit with this report. 2016 Walmart Acadamy 1 of 7 Please address all responses to this report to* Bldg Building, Mechanical & Plumbing John Rued — Chiet' Building Official 763) 271-3214 john.rued(a;ci.mon . _llo.mn.us Ron Haekenmueller — Inspector/ Plan Reviewer 763) 271-3253 ron.hackenmuelle, I oticello.mn.us Rod Spiering - Inspecrmr illau Reviewer 763) 271-3213 u am.us Deb ( olc HLJlding Prrmit 1 ech 763) 295-3060 un.us Fire Fire & Life Safety Code John Rued — Chief Building Official 763) 271-3214 i ohn.ruedAci.monticello.mn.us review Electrical Bill Husom — Electrical Inspector 763) 684-0321 outside of city 910 — 18th St SE, Buffalo. MN 55313 Office Hrs: 7-8:30am CDD Land Use/Site Design/Landscaping Angela Schumann — Community Development Director 763) 271-3224 angela. schumann(a,ci. montic ello. mn. u s John Rued — Zoning Administrator 763) 271-3214 iohn.rued a,ci.monticello.mn.us Engr/ Grading, Paving, Drainage & Shibani Bisson - City Engineer 6 1 2 ) 360-1304 PW Utilities shibani.biss ci.monticello.mn.us Matt Theisen - Water & Sewer Superintendent 763) 271-3274 tt.LIlC1JC11LLC:1.111ull11 C11 .11111 U The Architect of Record is responsible for reviewing and coordinating all the documents submitted in the application for a permit, including those prepared by others. The Architect of Record must receive, review and coordinate all responses to the items identified in this report. Responses to this report shall be considered deferred submittals. The deferred submittal items must not be installed until their design and submittal documents have been approved by the Building Official. All deferred submittals must be certified by the Architect of Record as having been "reviewed and found to be in general conformance with the design of the building". Construction Type: Building Occupancy Groups and Finished Area: Occupant load: Fire Suppression System: Building Height: Maximum Allowable Area: Existing Building Designed as: circle one) None Fully Sp>rinUered. circle one) Non - Separated 2016 Walmart Acadamy 2 of 7 The following notations refer to design submittal documents as presented in application for a building permit. This report is not to be considered conclusive with respect to review of plans and specifications to assure compliance with Minnesota Building Codes and Minnesota Fire Codes. Please retain a copy of this report on-site, attached to the Approved Job Copy of the Building Plans and Specifications. This review is for Buildinz Construction Permit review only. All other reviews will be conducted with their respective permit applications See note #1 below. 2016 Walmart Acadamy 3 of 7 PLAN NO. DEPT SHEET/ SPEC. CODE REFERENCE COMMENTS SECTION SEPARATE PERMIT APPLICATIONS AND SEPARATE PERMITS ARE REQUIRED: Verify that separate permits have been issued by the City for: N/A: Mechanical/HVAC 1 Bldg Review MSBC Admin Plumbing (more than 5 fixtures must be reviewed by the State) Note Chapter 1300 Electrical Work B State Board of Electricity Fire Suppression Fire Alarm Signs Building Official review and authorization required prior to changes, N/A: modifications, or alterations. All changes to the approved building plans must 2 Bldg Review MSBC Chpt 1300 be reviewed by the Architect of Record and found to be in general conformance Note with the overall design of the building then submitted to the Building Official for review prior to implementing changes. Approved Job Copy of plans shall be available on the job site for all inspections. Unapproved plans will not be allowed on site (photo copies N/A: MSBC Admin of approved plans are allowed). 3 Bldg Review Chapter Note 1300.0130 Subp 6 Be aware that unapproved plans found on site may result in a stop work order issued to the job until a review can be completed to ensure no discrepancies exist N/A: Debris & Trash Containment Required: All job site debris must be contained in 4 Bldg Review City Ordinances covered dumpster/s or covered fenced area. Note 5 Bldg IBC 1008.1.9 Door Hardware: All door hardware must unlock and unlatch with a single action. No deadbolts, manual flush bolts, throw bolts or edge bolts allowed. Post sign on interior of doors stating "THIS DOOR TO REMAIN UNLOCKED 6 Bldg IBC 1008.].9 WHEN BUILDING IS OCCUPIED." Letters shall be one (l) inch tall on contrasting background 2016 Walmart Acadamy 3 of 7 NO. DEPT PLAN SHEET/ SPEC. SECTION CODE REFERENCE COMMENTS Egress through intervening spaces: Egress through Intervening spaces shall comply with this section. 1. Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas and the area served are accessory to one or the other, are not a Group H occupancy and provide a discernible path of egress travel to an exit. Exception: Means of egress are not prohibited through adjoining or intervening rooms or spaces in a Group H, S or F occupancy when the adjoining or intervening rooms or spaces are the same or a lesser hazard occupancy group. 2. An exit access shall not pass through a room that can be locked to prevent egress. 3. Means of egress from dwelling units or sleeping areas shall not lead through other sleeping areas, toilet rooms or bathrooms. 4. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes. IBC 7 Bide- A -I 1014.2 Exceptions: 1. Means of egress are not prohibited through a kitchen area serving adjoining rooms constituting part of the same dwelling unit or sleeping unit. 2. Means of egress are not prohibited through stockrooms in Group M occupancies when all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area; 2.2. Not more than 50 percent of the exit access is through the stockroom; 2.3. The stockroom is not subject to locking from the egress side; and 2.4. There is a demarcated, minimum 44 -inch -wide (1118 mm) aisle defined by full- or partial -height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. 2016 Walmart Acadamy 4 of 7 NO. DEPT PLAN SHEET/ SPEC. SECTION CODE REFERENCE COMMENTS 91004.3uid Posting of occupant load. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. 10 Hide ll Bldg 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2016 Walmart Acadamy 5 of 7 U a r c h i t e c t u r e jCode Comment Response August 12, 2016 Rod Spiering 505 Walnut St, Suite 1 Monticello, MN 55362 763-295-3060 RE: Walmart 9320 Cedar St. Monticello, MN Store#3624 Dear Mr. Spiering: I am in receipt of your Review Comments, relative to our Wal-Mart Supercenter project 3624) The store is located at 9320 Cedar St, Monticello MN. I am providing the following package consisting of revised drawings and narrative responses with attachments to all comments gathered from your report. Your comments are in regular type followed by our responses in bold face type. Learning Academy Monticello, MN BUILDING CODE REVIEW; 1. IBC Section 1014.2 : Egress through intervening spaces shall comply with this section. 1. Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas and the area served are accessory to one or the other, are not a Group H occupancy and provide a discernible path of egress travel to an exit. Exception: Means of egress are not prohibited through adjoining or intervening rooms or spaces in a Group H, S or F occupancy when the adjoining or intervening rooms or spaces are the same or a lesser hazard occupancy group. 2. An exit access shall not pass through a room that can be locked to prevent egress. 3. Means of egress from dwelling units or sleeping areas shall not lead through other sleeping areas, toilet rooms or bathrooms. 4. Egress shall not pass through kitchens, storage rooms, closets or spaces used for similar purposes Exceptions: 1. Means of egress are not prohibited through a kitchen area serving adjoining rooms constituting part of the same dwelling unit or sleeping unit. 2. Means of egress are not prohibited through stockrooms in Group M occupancies when all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area; www.brrarch.com 6700 Antioch Plaza, Suite 300, Merriam, KS 66204 MAIN 913-262-9095 FAX 913-262-9044 kansas city I bentonville I phoenix I san francisco I tampa I miami Page 2 of 3 2.2. Not more than 50 percent of the exit access is through the stockroom; 2.3. The stockroom is not subject to locking from the egress side; and 2.4. There is a demarcated, minimum 44 -inch -wide (1118 mm) aisle defined by full- or partial -height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. RESPONSE: Per our phone discussion we had on 9/20/16 see revisions to plan to comply with IBC 1014.2. Reference Sheet Al. A demarcated egress path was added to lead directly to the exit. The existing flexible traffic door was removed and a wall was added to create an alcove space to direct traffic away from the Storage room. 2. Although the "Academy "is an accessory to the Retail area (M occupancy) IBC section 1015 shall still apply. SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS 1015.1 Exit or exit access doorways required from spaces. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The occupant load of the space exceeds the values in Table 1015.1 Exceptions: a. Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1. 1 or 903.3.1.2. b. Care suites in Group 1-2 occupancies complying with Section 407.4.3. 2. The common path of egress travel exceeds the limitations of Section 1014.3. 3. Where required by Sections 1015.3, 1015.4, 1015.5, and 1015.6 4. When located in buildings used for educational purposes, laboratories and prep rooms that exceed 500 square feet in area and contain hazardous materials. Where a building contains mixed occupancies, each individual occupancy shall comply with the applicable requirements for that occupancy. Where applicable, cumulative occupant loads from adjacent occupancies shall be considered in accordance with the provisions of Section 1004.1. RESPONSE: Per our phone discussion we had on 9/20/16 see revisions to plan to comply with IBC 1014.2. Reference Sheet Al. A demarcated egress path was added to lead directly to the exit. The existing flexible traffic door was removed and a wall was added to create an alcove space to direct traffic away from the Storage room. www.brrarch.com 6700 Antioch Plaza, Suite 300, Merriam, KS 66204 MAIN 913-262-9095 FAX 913-262-9044 kansas city I bentonville I phoenix I san francisco I tampa I miami Page 3 of 3 Again, thank you for your timely review. I hope you find this response package to satisfactorily answer all of your comments. If there is anything further you need from us, please call me directly at the number below. Sincerely, Andrew Alden BRR Architecture, Inc. Direct Phone: 913-236-3469 Fax: 913-262-9044 Email: AJ.Alden@brrarch.com www.brrarch.com 6700 Antioch Plaza, Suite 300, Merriam, KS 66204 MAIN 913-262-9095 FAX 913-262-9044 kansas city I bentonville I phoenix I san francisco I tampa I miami WAL-MART STORES, INC. STORE NO. 3835 09/28/16 PROJECT: MONTICELLO, MN ADD #2 PROJECT NO. 96542038 The scope of this ADD#2 is to revise the originally issued construction documents for the 2016 Special Project of MONTICELLO, MN dated 08/17/16, and all the subsequent contract modifications to reflect the following: SUMMARY Add cabinet above coffee counter, revise door hardware on classroom doors, revise carpet color, and occupant load placard note. Revise Floor plan in response to code comments. SPECIFICATIONS SECTION 00010 — TABLE OF CONTENTS 1. Add Section 08383. SECTION 01640 - OWNER FURNISHED PRODUCTS 1. Revise Products Furnished By Other Schedule to add 08383 Traffic Doors SECTION 08383 - TRAFFIC DOORS 1. Add Section. SECTION 08710 - DOOR HARDWARE 1. Delete Paragraph 3:413 and 3.4D. 2. Revise Paragraph 3.4, Hardware Schedule to add Hardware Set No. 206A. SECTION 09900 - PAINTS AND COATINGS 1. Revise Paragraph 3.9 Paint Color Schedule to revise P101. ARCHITECTURAL SHEET D1 — DEMOLITION PLAN DETAIL 1 — DEMOLITION PLAN 1. Remove existing flexible traffic door 2. Remove racking and portion of wall SHEET Al — FLOOR PLANS DETAIL 1 — FLOOR PLAN 1. Add upper cabinet to sink 2. Add wall for new alcove 3. Add flexible traffic door to 206A 4. Add egress striping to path DETAIL 2 — INTERIOR FLOOR PLAN 1. Add upper cabinet to Plan 2. Add flexible traffic door 3. Add color notes for Alcove 4. Add occupant load placard note SHEET A6 — SCHEDULES AND DETAILS DETAIL 8 — JAMB 1. Add detail in its entirety DETAIL 9 — HEAD 1. Add detail in its entirety Page 1 of 2 WAL-MART STORES, INC. STORE NO. 3835 09/28/16 PROJECT: MONTICELLO, MN ADD #2 PROJECT NO. 96542038 FINISH KEY 1. Revise Carpet C1 "Charcoal' to "Huckleberry" 2. Add P36 Paint Color "Domino" ROOM FINISH SCHEDULE 1. Add Room #207 DOOR AND FRAME SCHEDULE 1. Add Door 206A End of ADD #2. Page 2 of 2 U COMcheck Software Version 4.0.4.1 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: 2012 IECC 3624 Learning Academy Monticello, Minnesota 6a Alteration Construction Site: Owner/Agent: 9320 CEDAR STREET MONTICELLO, MN 55362 Mechanical Systems List Quantity System Type & Description 3 AHU 1,2,3 (Single Zone): Split System Heat Pump Heating Mode: Capacity = 14 kBtu/h, Proposed Efficiency = 8.70 HSPF, Required Efficiency = 7.70 HSPF Cooling Mode: Capacity = 19 kBtu/h, Proposed Efficiency = 14.70 SEER, Required Efficiency = 13.00 SEER Fan System: AHU 1-3 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 720 CFM, 0.5 motor nameplate hp AHU-4 (Single Zone): Split System Heat Pump Heating Mode: Capacity = 12 kBtu/h, Proposed Efficiency = 8.50 HSPF, Required Efficiency = 7.70 HSPF Cooling Mode: Capacity = 14 kBtu/h, Proposed Efficiency = 14.70 SEER, Required Efficiency = 13.00 SEER Fan System: AHU 4 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 3 Supply, Constant Volume, 560 CFM, 0.5 motor nameplate hp Designer/Contractor: Hnederson Engineers Inc. DOAS (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 60 kBtu/h Proposed Efficiency = 81.00% Et, Required Efficiency = 80.00% Et Cooling: 1 each - Single Package DX Unit, Capacity = 60 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 14.50 SEER, Required Efficiency = 13.00 SEER Fan System: DOAS -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 1100 CFM, 1.5 motor nameplate hp DOAS PREHEAT (Single Zone): Heating: 1 each - Duct Furnace, Electric, Capacity = 34 kBtu/h No minimum efficiency requirement applies Fan System: DOAS -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 1100 CFM, 1.5 motor nameplate hp APPROVED FILL COPY REVIEWED FOR C! WJP COMPLIANCE SUEio.SLCI' TO FIE.Lv a,4:z t f-C'ri0N Date: J2 Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 1 of 10 Academy\021\Ecalcs\3624 elec.cck Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.4.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. c Name - Title Signature Date Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 2 of 10 Academy\021\Ecalcs\3624 elec.cck COMcheck Software Version 4.0.4.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 75.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Re ,ID I Plan Review Complies? Comments/Assumptions C103.2 'Plans, specifications, and/or Complies Requirement will be met. PR2]1 calculations provide all information Does Not with which compliance can be Not Observabledeterminedforthemechanical El Not Applicablesystemsandequipmentand document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 1 3 FLow Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 3 of 10 Academy\021\Ecalcs\3624 elec.cck Section 1 Footing / Foundation Inspection Complies? Comments/Assumptions Req.l®I _ L-- - — — C403.2.4. ; Freeze protection and snow/ice ;Complies Requirement will be met. 5 melting system sensors for future Does Not f FO913 connection to controls. Not Observable Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 4 of 10 Academy\021\Ecalcs\3624 elec.cck Section Rea{.ID C403.2.3 ME551` Mechanical Rough -in Inspection I Complies? Comments/Assumptions HVAC equipment efficiency verified. ;Complies ;See the Mechanical systems list for values. Does Not Not Observable Not Applicable IC403.2.5. Demand control ventilation provided 1 for spaces >500 sq.ft. and >25 ME5911 people/1000 sq.ft. occupant density ME1113 and served by systems with air side Not Observable economizer, auto modulating outside during Foundation Inspection. air damper control, or design airflow C403.2.8. 3,000 cfm. EC403.23 tME6012 HVAC ducts and plenums insulated. is protected from damage (due to sun, Where ducts or plenums are installed I in or under a slab, verification may Not Observable; need to occur during Foundation Inspection. 0403.2.8 HVAC piping insulation thickness. Where piping is installed in or under aME61j2 slab, verification may need to occur during Foundation Inspection. LJComplies Requirement will be met. Does Not Not Observable Not Applicable Complies ;Requirement will be met. Does Not Not Observable; Not Applicable Complies Requirement will be met. Does Not Not Observable; Not Applicable C403.2.8 HVAC piping insulation thickness. LlComplies ; Requirement will be met. ME6112 Where piping is installed in or under a I Does Not ME1113 slab, verification may need to occur Not ObservableduringFoundationInspection. E] Not Applicable C403.2.8. Piping Insulation exposed to weather Complies ; Requirement will be met. 1 is protected from damage (due to sun, Does Not ME7]3 moisture, wind, etc.). Not Observable; El Not Applicable C403.2.8 Thermally ineffective panel surfaces ME4113 sensible heating panels have insulation >= R-3.5. C403.3.1. ;Total cooling capacity without a economizers must be less than NA10 % varMaxKBtuPerH%. LJComplies Requirement will be met. Does Not Not Observable; Not Applicable Complies Requirement will be met. Does Not Not Observable; Not Applicable C403.2.7 Ducts and plenums sealed based on ;Complies Requirement will be met. ME1012 static pressure and location.Does Not Not Observable 110 Not Applicable C403.2.7. Ductwork operating >3 in. water ;Complies :Exception: Requirement does not apply. 1.3 column requires air leakage testing. j Does Not ME1113 Not Observable; El Not Applicable C403.2.7. Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. Does Not ME1113 Not Observable: E] Not Applicable 0403.2.7. Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. Does Not ME1113 Not Observable; Not Applicable j 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Lea rnir Page 5 of 10 Academy\021\Ecalcs\3624 elec.cck Section Mechanical Rough -In Inspection Complies? Comments/Assumptions Re .ID C403.2.7. Ductwork operating >3 in. water Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. :,Does Not ME11]3 Not Observable; El Not Applicable I;, AirC403.3.1, economizers provided where ;Complies Requirement will be met. C403.3.1. required, meet the requirements for :Does Not 1 design capacity, control signal, Observable: ME62]1 ventilation controls, high -limit shut-off,; Not integrated economizer control, and :Not Applicable ; provide a means to relieve excess outside air during operation. C408.2.2. ; Air outlets and zone terminal devices Complies ; Requirement will be met. 1 have means for air balancing. Does Not ME53]3 Not Observable Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ;Complies :Exception: Requirement does not apply. i [ ME66]z by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Observable have controls to limit fan motor : Not E1 Not Applicabledemand. C403.4.2 VAV fan motors >=7.5 hp to be driven ;Complies Exception: Requirement does not apply. ME66]2 by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Observable Ihavecontrolstolimitfanmotor Not Not Applicabledemand. C403.4.2 VAV fan motors >=7.5 hp to be driven Complies Exception: Requirement does not apply. ME66]2 by variable speed drive, have a vane- Does Not axial fan with variable pitch blades, or Not Observable have controls to limit fan motor Not Applicabledemand. ;E] C403.4.2 VAV fan motors >=7.5 hp to be driven ;Complies ; Exception: Requirement does not apply. ME66]2 by variable speed drive, have a vane -Does Not axial fan with variable pitch blades, or Not Observable have controls to limit fan motor Applicabledemand.Not C403.2.6 Exhaust air energy recovery on I Complies ME57]1 systems meeting Table C403.2.6 Does Not Not Observable: Not Applicable C403.2.11 Unenclosed spaces that are heated ;Complies Exception: Requirement does not apply. ME71]2 use only radiant heat. ;Does Not Not Observable; Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) 1 Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 6 of 10 Academy\021\Ecalcs\3624 elec.cck Section Firm] Inspection RegA0 Complies? Comments/Assumptions C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Does Not F147]3 Minimum one humidity control device per installed Not Observable humidification/dehumidification Not Applicable system. I C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Does Not F]47]3 Minimum one humidity control device ; Notperinstalled Observable humidification/dehumidification I Not Applicable system. C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Not F147]3 Does Minimum one humidity control device per installed Not Observable; humidification/dehumidification Not Applicable system. I I I I C403.2.4. Heating and cooling to each zone is Complies Requirement will be met. 1 controlled by a thermostat control. Does Not F147]3 Minimum one humidity control device per installed Not Observable ; humidification/dehumidification Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F Complies Requirement will be met. 2 deadband. Does Not F[38]3 Not Observable!, Not Applicable C403.2.4. Temperature controls have setpoint Complies ; Requirement will be met. 2 overlap restrictions. Does Not F12O]3 Not Observable El Not Applicable ; C403.2.4. Each zone equipped with setback Complies ;Requirement will be met. 3 controls using automatic time clock or Does Not F139]3 programmable control system. I Not Observable: El Not Applicable 0403,2.4. Automatic Controls: Setback to 55°F I Complies Requirement will be met. 3 heat) and 85°F (cool); 7 -day clock, 2- Does Not F14O]3 hour occupant override, 10 -hour Observable: backup I Not Not Applicable C4O3.2.4. Systems include optimum start E] Complies ;Requirement will be met. 3.3 controls. Not F[41]3 Not Observable Not Applicable C403.2.4. Systems include optimum start Complies Requirement will be met. 3.3 controls. Does Not F141]3 Not Observable' Not Applicable C403.2.4. Systems include optimum start Complies Requirement will be met. 3.3 controls.Does Not F[41]3 E] Not Observable; Not Applicable 0403.2.4. Systems include optimum start Complies ; Requirement will be met. 3.3 controls. Does Not F[41]3 Not Observable' E] Not Applicable 111 High Impact (Tier 1) 1 2 I Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: WAStores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 7 of 10 Academy\021\Ecalcs\3624 elec.cck Section Final Inspection Complies? Comments/Assumptions Req.ID C403.2.4. Heat pump controls prevent Complies 'Requirement will be met. 1.1 supplemental electric resistance heat Does Not FI4213 from coming on when not needed. Not Observable; El Not Applicable C403.2.4. Heat pump controls prevent Complies Requirement will be met. 1.1 supplemental electric resistance heat UDoes Not FI42]3 from coming on when not needed. Not Observable Not Applicable C408.2.5. ; Furnished HVAC as -built drawings Complies !Requirement will be met. 1 submitted within 90 days of system E Does Not FI7]3 acceptance. i Not Observable El Not Applicable C303.3, Furnished O&M manuals for HVAC Complies Requirement will be met. C408.2.5. systems within 90 days of system i Does Not 3 F18]3 acceptance.; Not Observable; ' Not Applicable C408.2.5. ;,An air and/or hydronic system Complies ; Requirement will be met. 3 balancing report is provided for HVAC E Does Not F]43]1 systems. Not Observable: Not Applicable C408.2.3. HVAC control systems have been Complies Requirement will be met. 2 tested to ensure proper operation, Does Not F110]1 calibration and adjustment of controls. Not Observable ; Not Applicable C403.2.2 HVAC systems and equipment Complies ;Requirement will be met. FI27]3 capacity does not exceed calculated j Does Not loads. Not Observable Not Applicable C408.2.1 Commissioning plan developed by Complies Requirement will be met. F128]1 registered design professional or Does Not approved agency. Not Observable ; Not Applicable C408.2.4 Preliminary commissioning report Complies 1 Requirement will be met. FI29]1 completed and certified by registered Does Not i design professional or approved Not Observable ; agency. Not Applicable C408.2.5. ; Final commissioning report due to Complies ; Requirement will be met. 4 building owner within 90 days of Does Not F130]1 receipt of certificate of occupancy. I Not Observable El Not Applicable C408.2.3. HVAC equipment has been tested to Complies Requirement will be met. 1 i ensure proper operation. Does Not F131]1 j Not Observable E] Not Applicable C408.2.3. Economizers have been tested to Complies Requirement will be met. 3 ensure proper operation. E Does Not F132]1 Not Observable; Not Applicable C406 Efficient HVAC performance, efficient I Complies :Requirement will be met. F134]1 lighting system, or on-site supply of Does Not renewable energy consistent with Observable what is shown the approved plans. Not Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 8 of 10 Academy\021\Ecalcs\3624 elec.cck Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 9 of 10 Academy\021\Ecalcs\3624 elec.cck Project Title: 3624 Learning Academy Report date: 08/16/16 Data filename: W:\Stores\03500 to 03999\03624 - MONTICELLO - MN\1680623624 Monticello - MN - SC Learnir Page 10 of 10 Academy\021\Ecalcs\3624 elec.cck 71 CONSULTINC STRUCTURAL FN('INFV.R S STRUCTURAL CALCULATIONS FOR WAL-MART REMODEL STORE #3624 monficeng, MIN 8/16/16 Prepared for City of Monticello, MN Cc'rulfy that tl-'is F!"-, spe-'j- fl Or 'Tilf)'t vr'"Is pr,.,- uy E'le Or un --du lily dil7CCi?im a dully Re.-,istertd r fla-4- vv -s of the m -es- -aunde Datc Rc-g No. 196730 APPROIED FILE COPY lqr-!Ivgr. Nro Flolq- CODE SUI.34f-LT K) OELD NSPECWN mmm 930 CENTRAL * KANSAS CITY, MO 64105 PHONE (816) 4214200 * FAX (816) 4214381 www.jbaengr.com According to As -Built Drawings 18: DL: 12 psf * (5'-8") _ 068k/ft LL: 20 psf * (5'-8") _ 113 k/ft SL: 38.5 psf * (5'-8") _ 218 k/ft JBA: DL: 12 psf * (5'-8") _ 068 k/ft LL 20 psf * (5-81 _ 113 k/ft SL: 38.5 + 74.2)psf * (5-8") _ 639 k/ft Drift: Lu = 314 ft hd = 5' pd at parapet = 102 psf pd at first 18A from parapet = 74.2 psf Fire protection piping: 4 psf * (5'-8") _ 0227 k/ft Merch. Surcharge load: 10 psf * (5-8") _ 0567 k/ft J8 18A with RTU Original Case : Vmax= 8.3 Vmax= 18.7 Mmax= 100.5 Mmax= 225.7 New Loads: DOAS : 1366+200)(5/8)*.5 = 489# ea. Point load CU: 180(4) + (418))(5/8)/3 = 237 # ea. Joist AHU: 152+50)(5/8) = 127# ea. Joist or 64 # ea. Point Load New CU and AHU Vmaz= 7.8 -5.9 % over initial condition Mmax= 91.3 -9.1 % over initial condition New DOAS and AHU Vmaz= 8.0 -3.8 % over initial condition Mmax= 92.8 -7.7 % over initial condition New conditions are < 5.0 % over intial condition; joist will not require reinforcing. i General Beam Analysis INC. 19632016, EMId:6.16.6.7. Ver.6.16.6.7 Description : A Original Case General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span length = 48.333 ft Area = 10.0 in^2 Moment of Inertia = 100.0 in^4 Applied Loads Uniform Load : D=0.1250, S = 0.2190 k/ft, Tributary Width=1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending = 100.453k -ft Maximum Shear= 8.313 k Load Combination D+S+H Load Combination D+S+H Location of maximum on span 24.167ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Dsgn. L = 48.33 ft 1 100.45 Max Downward Transient Deflection 9.347 in 62 D+H Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 14.682 in 39 3.02 Max Upward Total Deflection 0.000 in 0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 48.33 ft 1 100.45 100.45 8,31 D+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+L+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+Lr+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+S+H Dsgn. L = 48.33 ft 1 100.45 100.45 8.31 D+0.750Lr+0.750L+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+0.750L+0.750S+H Dsgn. L = 48.33 ft 1 84.46 84.46 6.99 D+0.60W+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+0.70E+11 Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+0.750Lr+0.750L+0.450W+H Dsgn. L = 48.33 ft 1 36.50 36.50 3.02 D+0.750L+0.750S+0.450W+H Dsgn. L = 48.33 ft 1 84.46 84.46 6.99 D+0.750L+0.750S+0.5250E+H Dsgn. L = 48.33 ft 1 84.46 84.46 6.99 0.60D+0.60W+0.60H Dsgn. L = 48.33 ft 1 21.90 21.90 1.81 0.60D+0.70E+0.60H Dsgn. L = 48.33 ft 1 21.90 21.90 1.81 Overall Maximum Deflections Load Combination Span Max."-" Dell Location in Span Load Combination Max. "+" Defl Location in Span D+S+H 1 14.6821 24.408 0.0000 0.000 General Beam Analysis File = w.11-PRO:h1\35(iO3-}\3624-h1-112616-9-1 ENG1NE-})i - ^ ENERCALC, INC. 19632018,Suild:6.16.6.7,Ver.6.16.6.7 ' Description: A Original Case Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 8.313 8.313 Overall MINimum 1.812 1.812 D+H 3.021 3.021 D+L+H 3.021 3.021 D+Lr+H 3.021 3.021 D+S+H 8.313 8.313 D+0.750Lr+0.750L+H 3.021 3.021 D+0.750L+0.750S+H 6.990 6.990 D+0.60W+H 3.021 3.021 D+0.70E+H 3.021 3.021 D+0.750Lr+0.750L+0.450W+H 3.021 3.021 D+0.750L+0.750S+0.450W+H 6.990 6.990 D+0.750L+0.750S+0.5250E+H 6.990 6.990 0.60D+0.60W+0.60H 1.812 1.812 0.60D+0.70E+0.60H 1.812 1.812 D Only 3.021 3.021 Lr Only L Only S Only 5.292 5.292 W Only E Only H Only General Beam Analysis Description : J8 Original Case with New CU and AHU General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 48.333 ft Area = rue=w:11-pKuj-imtx)-j-wfjti 4-M-Nzulr-9-11ENGINE-111AA[)-1.EC6 ENERCALC, INC. 19832016, Bulld:6.16.6.7, Vec6.16.6.7 10.0 102 Moment of Inertia = 100.0 ih^4 Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0910, S = 0.2190 k/ft, Tributary Width = 1.0 ft Point Load : D = 0.2370 k @ 2.50 ft Point Load : D = 0.0640 k @ 6.167 ft Point Load: D = 0.0640 k @ 9.917 ft DESIGN SUMMARY Maximum Bending = 91.335 k -ft Maximum Shear = 7.823 k Load Combination D+S+H Load Combination D+S+H Location of maximum on span 24.167ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection 91.34 7.82 D+H Max Downward Transient Deflection 9.347 in 62 Dsgn. L = 48.33 ft 1 Max Upward Transient Deflection 0.000 in 0 D+L+H Max Downward Total Deflection 13.370 in 43 Dsgn. L = 48.33 ft 1 Max Upward Total Deflection 0.000 in 0 D+Lr+H Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx MnxIOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 48.33 ft 1 91.34 91.34 7.82 D+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+L+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+Lr+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+S+H Dsgn. L = 48.33 ft 1 91.34 91.34 7.82 D+0.750Lr+0.750L+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+0.750L+0.750S+H Dsgn. L = 48.33 ft 1 75.35 75.35 6.50 D+0.60W+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+0.70E+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+0.750 L r+0.750 L+0.450 W+H Dsgn. L = 48.33 ft 1 27.39 27.39 2.53 D+0.750L+0.750S+0.450W+H Dsgn. L = 48.33 ft 1 75.35 75.35 6.50 D+0.750L+0.750S+0.5250E+H Dsgn. L = 48.33 ft 1 75.35 75.35 6.50 0.60D+0.60W+0.60H Dsgn. L = 48.33 ft 1 16.43 16.43 1.52 0.60D+0.70E+0.60H Dsgn. L = 48.33 ft 1 16.43 16.43 1.52 He = WAII-£5ROJ^1435043-1: 24-M-112016 9-11ENG1NE TLOADCA-1.EC6 General Beam Analysis ENERCALC, INC. 1%3.2016,Bui1dG16.6.7,Ver6.16.6.7 Description : J8 Original Case with New CU and AHU Overall Maximum Deflections Load Combination Span. Max. ' " Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S+H 1 13.3698 24.167 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 7.823. 7.525 Overall MINimum 1.518 1.340 D+H 2.531 2.233 O+L+H 2.531 2.233 D+Lr+H 2.531 2.233 D+S+H 7.823 7.525 D+0.750Lr+0.750L+H 2.531 2.233 D+0.750L+0.750S+H 6.500 6.202 D+0.60W+H 2.531 2.233 D+0.70E+H 2.531 2.233 D+0.750Lr+0.750L+OA50W+H 2.531 2.233 D+0.750L+0.750S+0.450W+H 6.500 6.202 D+0.750L-4750S+0.5250E+H 6.500 6.202 0.60D+0.60W+0.60H 1.518 1.340 0.60D+0.70E+0.60H 1.518 1.340 D Only 2.531 2.233 Lr Only L Only S Only 5.292 5.292 W Only E Only H Only General Beam Analysis File= W:11-PROJ-1135W-111624-M-112016-9-11ENGINE-11LOADCA-1.EC6 ENERCAtC, INC.1963.2016, Build:6.16.6.7, Ver.6.16,6.7 t.tt • • • Description : A Original Case with New DOAS and AHU General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 48.333 ft Area = 10.0 in^2 Moment of Inertia = 100.0 in^4 Appllea LOUIS Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0910, S = 0.2190 k/ft, Tributary Width =1.0 ft Point Load: D = 0.4890 k @ 3.667 ft Point Load : D = 0.0640 k @ 26.583 ft Point Load: D = 0.0640 k @ 28.333 ft DESIGN SUMMARY Maximum Bending = 92.757 k -ft Maximum Shear = 7.999 k Load Combination D+S+H Load Combination D+S+-H Location of maximum on span 24.167ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection 92.76 8.00 D+H Max Downward Transient Deflection 9.347 in 62 Dsgn. L = 48.33 ft 1 Max Upward Transient Deflection 0.000 in 0 D+L+H Max Downward Total Deflection 13.563 in 42 Dsgn. L = 48.33 ft 1 Max Upward Total Deflection 0.000 in 0 D+Lr+H Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Me - Max Mnx Mnx/Omega Cb 12m Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 48.33 ft 1 92.76 92.76 8.00 D+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+L+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+Lr+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+S+H Dsgn. L = 48.33 It 1 92.76 92.76 8.00 D+0.750Lr+0.750L+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+0.750L+0.750S+H Dsgn. L = 48.33 ft 1 76.77 76.77 6.68 D+0.60W+H Dsgn. L = 48.33 It 1 28.81 28.81 2.71 D+0.70E+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+0.750Lr+0.750L+0.450W+H Dsgn. L = 48.33 ft 1 28.81 28.81 2.71 D+0.750L+0.750S+0.450W+H Dsgn. L = 48.33 ft 1 76.77 76.77 6.68 D+0.750L+0.750S+0.5250E+H Dsgn. L = 48.33 ft 1 76.77 76.77 6.68 0.60D+0.60W+0.60H Dsgn. L = 48.33 ft 1 17.28 17.28 1.62 0.60D+0.70E+0.60H Dsgn. L = 48.33 ft 1 17.28 17.28 1.62 General Beam Analysis Description < J8 Original Case with New DOAS and AHU Overall Maximum Deflections INC. 19n2016, Build:6.16.6.7, Ver.6.16S.7 Load Combination Span Max: ' " Dell Location in Span Load Combination Max. "+" Defl Location in Span D+S+H 1 13.5634 24.167 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 7.999 7.601 Overall MINimum 1.624 1.385 D+H 2.706 2.309 D+L+H 2.706 2.309 D+Lr+H 2.706 2.309 D+S+H 7.999 7.601 D+0.750Lr+0.750L+H 2.706 2.309 D+0.750L+0.750S+H 6.676 6.278 D+0,60W+H 2.706 2.309 D+0.70E+H 2.706 2.309 D+0.750Lr+0.750L+0.450W+H 2.706 2.309 D+0.750L+0.750S+0.450W+H 6.676 6.278 D+0.750L+0.750S+0.5250E+H 6.676 6.278 0.60D+0.60W+0.60H 1.624 1.385 0.60D{0.70E+0.60H 1.624 1.385 D Only 2.706 2.309 Lr Only L Only S Only 5.292 5.292 W Only E Only H Only General Beam Analysis File=w.11-PROJ-1135a3-113624-M-112016.9-11ENGINE-NLOADCA-1.EC6 i ENERCALC, INC: 1983-2016. Build:6.16.6.7, Ver.6A6.6.7 Description : J8A Original Case General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length 48:333 ft Area = 10.0 in^2 Moment of Inertia 1.00.0 in^4 Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.1250, S = 0.6390 k/ft, Tributary Width =1.0 ft Point Load: D = 0.1875 k @ 36.416 ft Point Load: D = 0.1875 k @ 32.250 ft DESIGN SUMMARY Maximum Bending = 225.727 k -ft Maximum Shear = 18.730 k Load Combination D+S+H Load Combination D+S+H Location of maximum on span 24.408ft Location of maximum on span 48.333 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Dsgn. L = 48.33 ft 1 225.73 Max Downward Transient Deflection 27.273 in 21 D+H Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 33.014 in 17 3.29 Max Upward Total Deflection 0.000 in 0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 48.33 ft 1 225.73 225.73 18.73 D+H Dsgn. L = 48.33 ft 1 39.17 39.17 3.29 D+L+H Dsgn. L = 48.33 ft 1 39.17 39.17 3.29 D+Lr+H Dsgn. L = 48.33 ft 1 39.17 39.17 3.29 D+S+H Dsgn. L = 48.33 ft 1 225.73 225.73 18.73 D+0.750Lr+0.750L+H Dsgn. L = 48.33 It 1 39.17 39.17 3.29 D+0.750L+0.750S+H Dsgn. L = 48.33 ft 1 179.08 179.08 14.87 D+0.60W+H Dsgn. L = 48.33 ft 1 39.17 39.17 3.29 D+0.70E+H Dsgn. L = 48.33 ft 1 39.17 39.17 3.29 D+0.750Lr+0.750L+0.450W+H Dsgn. L = 48.33 It 1 39.17 39.17 3.29 D+0.750L+0.750S+0.450W+H Dsgn. L = 48.33 ft 1 179.08 179.08 14.87 D+0.750L+0.750S+0.5250E+H Dsgn. L = 48.33 ft 1 179.08 179.08 14.87 0.60D+0.60W+0.60H Dsgn. L = 48.33 ft 1 23.50 23.50 1.97 0.60D.+0.70E+0.60H Dsgn. L = 48.33 ft 1 23.50 23.50 1.97 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S+H 1 33.0135 24.408 0.0000 0.000 General Beam Analysis File=w.i1-PROD-1135oo-s-113624-M-112016-9-1 iG1NE 71taADCa-1.EC6 i ENERCALC, INC. 19832016, Build-.6.1116,7, Ver.6.16.6.7 KW-06001 • •BURKHOLD Description : J8A Original Case Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 18.572 18.730 Overall MINimum 1.878 1.972 D+H 3.129 3.287 D+L+H 3.129 3.287 D+Lr+H 3.129 3.287 D+S+H 18.572 18.730 D+0.750Lr+0.750L+H 3.129 3.287 D+0.750L+0.750S+H 14.711 14.869 D+0.60W+H 3.129 3.287 D+0.70E+H 3.129 3.287 D+0.750Lr+0.750L+0.450W+H 3.129 3.287 D+0.750L+0.750S+0.450W+H 14.711 14.869 D+0.750L+0.750S+0.5250E+H 14.711 14.869 A.60D+0.60W+0.60H 1.878 1.972 0.60D+0.70E+0.60H 1.878 1.972 D Only 3.129 3.287 Lr Only L Only S Only 15.442 15.442 W Only E Only H Only CONDENSER UNIT LEG VIBRATOR ISOLATORS. BOLTS, WASHERS AND NUTS PROVIDED BY RACK MANUFACTURER. EQUIPMENT SUB FRAME BY MANUFACTURER 1SUPPORT FRAME DETAIL 9/ 1"- 1 0 NOTE: CUT WALKWAY PAD SECTIONS AT 101 MAX LENGTH. REF MFR FOR ADDITIONAL INFORMATION NOTE: FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION NOTE: DO NOT INSTALL WALKWAY PADS UNTIL ROOF PENETRATION FLASHINGA ARE COMPLETE WALKWAY PADS ON 3 SIDES OF ROOF HATCH SPACED 3" APART AND 6" FROM EDGE OF HATCH 1 y(S Z z s - 1 z, ROOF HATCH SKYLIGHT 211 211 tt3/16" DIAMETER GRID 2x4 TREATED m 2x4 TREATEDWOOD NAILER c WOOD NAILER W W U m 111 INSULATION BYU) E INSULATION BY IL W GENERAL LL `r GENERAL CONTRACTOR U) x rtl W > 3" w CONTRACTOR W 311 DECK DECK NON-STRUCTURAL CURB SKYLIGHT CURB 2" 211 U N H 2x4 TREATED u- WOOD NAILER m 2x4 TREATED W v U (j) WOOD NAILER W w INSULATION BY W c0. QGENERAL CONTRACTOR < ON BY U_ 311 U_ > 311 GENERA CONTRACTOR DECK DECKT STRUCTURAL CURB(AHU) STRUCTURAL CURB CURB DETAILS 8 1 1/2" = 11-011 AROUND UNITS. PAD LAYOUT (TYP A NTS RTU NEOPRENE TAPE GASKET FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB CONT EDGE SEALANTIF REQUIRED BY MFR--,, ROOF MEMBRANE---\ EXISTING INSULATION ROOF TOP UNIT 1 1/211 = 1 1- 011 F IXV VILJL- Vit VVL.L-i%W 1/v V17 ACCESS SIDE OF UNIT AS SHOWN. VERIFY LOCATION IN FIELD AHU RTU LL UN -ITS) MANUFACTURED METAL CURB REF 8 - A2 INSULATION FASTENER AND PLATE EXISTING STEEL JOIST f. CONDENSER RACKS GALVANIZED METAL CAP W/ HOOD AT PIPE PENETRATIONS VERTICAL REFRIGERATION LINES MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO CURB 12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC CV FASTENER AND PLATE CONT EDGE SEALANT IF Co REQUIRED BY MFR ROOF MEMBRANE—\ PIPING SU 1/2" = 11-0" i 3"x3"x1/4" ANGLE. WELD TO TOP CHORD OF JOIST WITH 1/8"x2/1 FILLET WELD TYP. BOTH ENDS— VERTICAL VENT PIPES TO BE ATTACHED TO ANGLE BY PIPE CLAMP 10"x56" OPENING FOR REFRIGERATION LINES. COORDINATE LOCATION W/ REFRIGERATION EQUIPMENT. FILL OPENING WITH EXPAND FOAM SEALANT WHEN WORK IS COMPLETE. 18'° STEEL FRAMING DRAWN BY: REF STRUCTURAL PROVIDE CRICKET AT ALL MECHANICAL WALKWAY PADS SPACED EQUIPMENT, SKYLIGHTS, RTUS, ETC. INSTALL 3" APART LOCATED ON TAPERED INSULATION TO ACHIEVE MIN 1/4" PER ALL 4 SIDES OF FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE CONDENSER RACKS AROUND UNITS. PAD LAYOUT (TYP A NTS RTU NEOPRENE TAPE GASKET FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB CONT EDGE SEALANTIF REQUIRED BY MFR--,, ROOF MEMBRANE---\ EXISTING INSULATION ROOF TOP UNIT 1 1/211 = 1 1- 011 F IXV VILJL- Vit VVL.L-i%W 1/v V17 ACCESS SIDE OF UNIT AS SHOWN. VERIFY LOCATION IN FIELD AHU RTU LL UN -ITS) MANUFACTURED METAL CURB REF 8 - A2 INSULATION FASTENER AND PLATE EXISTING STEEL JOIST f. CONDENSER RACKS GALVANIZED METAL CAP W/ HOOD AT PIPE PENETRATIONS VERTICAL REFRIGERATION LINES MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO CURB 12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC CV FASTENER AND PLATE CONT EDGE SEALANT IF Co REQUIRED BY MFR ROOF MEMBRANE—\ PIPING SU 1/2" = 11-0" i 3"x3"x1/4" ANGLE. WELD TO TOP CHORD OF JOIST WITH 1/8"x2/1 FILLET WELD TYP. BOTH ENDS— VERTICAL VENT PIPES TO BE ATTACHED TO ANGLE BY PIPE CLAMP 10"x56" OPENING FOR REFRIGERATION LINES. COORDINATE LOCATION W/ REFRIGERATION EQUIPMENT. FILL OPENING WITH EXPAND FOAM SEALANT WHEN WORK IS COMPLETE. 18'° 1/4" DRAWN BY: Q9 ROOF HATCH 195S TAPER HOOD EXISTING ROOF HATCH Z CLEAR NEW RTU/AHU/CRU SLOPE 1/4" PER FT. EXISTING SKY LIGHT 12" V rrL SCREEN EXISTING SKY LIGHT SEALANT— METAL COVER ON EXISTING CURB ANCHOR NEW EXHAUST FAN CLEAR TO COMPRESSOR RACK BRACKET— 00 ENCLOSURE (RE: REFRIG. O C) Ir-- 2 DWGS) MOUNT TO SUPPORT y) z FRAME PER MFG. FULLY ADHERED FLASHING EXIST i z MEMBRANE EXTEND UP AND ROOF m O z OVER TOP OF CURB SYSTEM AND STEEL DECKING— MANUFACTURED CURB REF 8 - A2 3011 24" CLEAR INSIDE OPENING 0 o. INSULATION (TYP) i EXIST JOIST } FILL OPENING W/LjEXPANDEDFOAMSEALANT WHEN WORK IS COMPLETE. VENT PIPE STRAPS REF MEP FOR OPENING TYP (4) PLACES LOCATION CONTACT WAL-MART ROOFING MAINTENANCE, VIA EMAIL AT: ROOFPM@WAL-MART.COM) FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS 1 REFRIGERATION LINE ROOF PENETRATION 111 = 11-011 BLOCKING AT CORNER LOCATIONS, TYP. 24" X 16" RUBBER WALKPAD, 1/4" THICK, FULLY ADHERED TO ROOF MEMBRANE GAS LINE PAINTED EED NOTE: REF. MECHANICAL FOR PIPING ATTACHMENT DETAILS. GAS LINE PAINTED ATTACH BLOCKING AT 90 DEGREES TO PIPE PPORT PLAN ERE APPROVED BY LOCAL ISDICTION WRAP PIPE WITH 4BRANE INLESS STEEL DRAW BAND CE CONTINUOUS d -ANT UNDER PIPE SHING DED PIPE FLASHING kT WELD OR ADHESIVE ACH TO ROOF GLASS FIBER INSULATION ROOF PENETRATION if 3"x3".,,,, ANGLE RTU NEOPRENE TAPE GASKET FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB CONT EDGE SEALANT IF REQUIRED BY MFR— ROOF MEMBRANE L EXISTING INSULATION 1. INSTALL MOLDED PIPE FLASHING AT ALL PIPE OR CONDUIT PENETRATIONS THROUGH ROOF. REF 4- A2 AND MECHANICAL FOR LOCATIONS. 2. REF 5 - A2 AND MEP FOR GAS LINE PIPE SUPPORTS. ROOF TOP UNIT 1 1/2" = V-0" EXISTING ROOF HATCH MANUFACTURED METAL CURB REF 2 - A2 INSULATION FASTENER AND PLATE STEEL ANGLE REF STRUCTURAL TYP) INFILL MTL DECK AND INSULATION AS REQ'D TO MATCH EXISTING. REF STRUCTURAL i s REVI tdrij *. oR CODE if JOFIE Date: fi. is"..::...:4.td1M3"T•lb.`.a.tS^iVG_.YM1h°^*`:'nMKNNi'w*Wrc':TaR`.".V Ts ow0a a -- wiz o9oz W w ~ Z U_j 00- z Q (z) LL W,Wooa§20 O W ~ Q J a 4 W 2 3 w I ¢CYaU Sa>- Z ,0W `¢W saWu~ Zowac c Owt-O=pO Fn z; ozz mz;zo¢ ZN R wa. 02ZWl-- aWWnao COPW WIa-Owp cn¢zz E pfIQgQ Wa rw xzzz¢ 5x _.xWQWW:)a: O vacnaOwa=,a¢r ROOF LEGEND DRAWN BY: Q9 ROOF HATCH 195S PROTO CYCLE: EXISTING ROOF HATCH Z F] NEW RTU/AHU/CRU 2 EXISTING SKY LIGHT WV rrL SCREEN EXISTING SKY LIGHT j) METAL COVER ON EXISTING CURB CD co 0z NEW EXHAUST FAN SHEET NOTES Lij 1. INSTALL MOLDED PIPE FLASHING AT ALL PIPE OR CONDUIT PENETRATIONS THROUGH ROOF. REF 4- A2 AND MECHANICAL FOR LOCATIONS. 2. REF 5 - A2 AND MEP FOR GAS LINE PIPE SUPPORTS. ROOF TOP UNIT 1 1/2" = V-0" EXISTING ROOF HATCH MANUFACTURED METAL CURB REF 2 - A2 INSULATION FASTENER AND PLATE STEEL ANGLE REF STRUCTURAL TYP) INFILL MTL DECK AND INSULATION AS REQ'D TO MATCH EXISTING. REF STRUCTURAL i s REVI tdrij *. oR CODE if JOFIE Date: fi. is"..::...:4.td1M3"T•lb.`.a.tS^iVG_.YM1h°^*`:'nMKNNi'w*Wrc':TaR`.".V Ts ow0a a -- wiz o9oz W w ~ Z U_j00- z Q (z) LL W,Wooa§20 O W ~ Q J a 4 W 2 3 w I ¢CYaU Sa>- Z ,0W `¢W saWu~ Zowac c Owt-O=pO Fn z; ozz mz;zo¢ ZN R wa. 02ZWl-- aWWnao COPW WIa-Owp cn¢zz E pfIQgQ Wa rw xzzz¢ 5x _.xWQWW:)a: O vacnaOwa=,a¢r CHECKED BY: DRAWN BY: AA O 195S PROTO CYCLE: 07/29/16 Z 08/17/16 2 WV rrL 0 j) 0 CD co 0zWLij 00 O C) Ir-- 2 y) z W m i z m O CHECKED BY: DRAWN BY: AA PROTO: 195S PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 ereby certify that this plan, speci fi ation, or report was prepared by ' or under my direct supervision, that I am a duly Licensed fessional Architect ender the I s of the State of Minnesota. P nt S store: „ 9 498 ROOF PLAN AND. DETAILS EXISTING WALL STL EXISTING GYPSUM CHAMFERED SMOG VARIES IAMB WAINSCOT LOCATIONS REF PLANS 1/2" PLYWOOD WAINSCOT OVER GYPSUM BOARD— SET PLYWOOD ON SEALANT BED SEALANT - 2x8 WOOD BASE, CHAMFER TOP AT 45° SET BASES IN BED 13 OF SEALANT t PLYWOOD WAINSCOT LASTIC LAMINATE N 3/4"SUBSTRATE RONTS AND XPOSED ENDS PL31 INGLE UPPER CABINET BOVE COFFEE MAKER O HAVE LOCK ONT EALANT TYP 4" THICK UBSTRATE OUNTERTOP WITH BACKSPLASH PL30 SINK AND FAUCET PLASTIC LAMINATE ON 3!4"SUBSTRATE FRONTS AND EXPOSED ENDS PL31 BASECK) 2 EQ DRS. 4'-6" SINK ELEVATION V1/291= 1' -Oft AT DOOR JAMB INSIDE CORNER KING PLAN EXISTING GYPSUM BOARD 1/2" PLYWOOD WOOD 2x8 CHAMFER TOP & SIDE AT 45° EXISTING GYPSUM BOARD 1/2" PLYWOOD WOOD 2x8 CHAMFER TOP AT 45° EXISTING STEEL TRACK LOCK COUNTERPL30 REF 2 - A3 SIM iERE SWITCH PLATES CUR NOTCH PLYWOOD kINSCOT l" BEYOND TENT OF COVER PLATE kCE OF STUD WALL 2" OFFSET TYP AT SCREW HOLES i BACKUP BEHIND GLE CORNER GUARD IM ONE 2X6 TO 4"WIDTH 3"x1/4"x4'-0" ANGLE SEL CORNER GUARD INT P5 CHOR TO CORNER WITH x2" COUNTER SUNK FLAT AD SCREWS AT 16" OC WOOD BASE STEEL CORNER GUARD AT PLYWOOD WAINSCOT 1 1/2' = 1'-0" t -- Y U_ bo PROTO: z CD co 0) 9 PLASTIC LAMINATE C)O w PL31 ON 3/4" r E 113- 1O0 FRONT AND 10x1/2" WOOD E EXPOSED ENDS - SCREWS TO A --r° O DETAILSDDETAILS SHELF 4" FROM SHELF EDGE t– LASTIC LAMINATE N 3/4"SUBSTRATE RONTS AND XPOSED ENDS PL31 INGLE UPPER CABINET BOVE COFFEE MAKER O HAVE LOCK ONT EALANT TYP 4" THICK UBSTRATE OUNTERTOP WITH BACKSPLASH PL30 SINK AND FAUCET PLASTIC LAMINATE ON 3!4"SUBSTRATE FRONTS AND EXPOSED ENDS PL31 BASECK) 2 EQ DRS. 4'-6" SINK ELEVATION V1/291= 1' -Oft AT DOOR JAMB INSIDE CORNER KING PLAN EXISTING GYPSUM BOARD 1/2" PLYWOOD WOOD 2x8 CHAMFER TOP & SIDE AT 45° EXISTING GYPSUM BOARD 1/2" PLYWOOD WOOD 2x8 CHAMFER TOP AT 45° EXISTING STEEL TRACK LOCK COUNTERPL30 REF 2 - A3 SIM iERE SWITCH PLATES CUR NOTCH PLYWOOD kINSCOT l" BEYOND TENT OF COVER PLATE kCE OF STUD WALL 2" OFFSET TYP AT SCREW HOLES i BACKUP BEHIND GLE CORNER GUARD IM ONE 2X6 TO 4"WIDTH 3"x1/4"x4'-0" ANGLE SEL CORNER GUARD INT P5 CHOR TO CORNER WITH x2" COUNTER SUNK FLAT AD SCREWS AT 16" OC WOOD BASE STEEL CORNER GUARD AT PLYWOOD WAINSCOT 1 1/2' = 1'-0" 2x8 WOOD BLOCKING CONT SEALANT COLOR TO MATCH PL31 ALL INTERIOR COMPONENTS MELAMINE 101. ON 3/4" SUBSTRATE (UNO) 2 ADJ , 1 77 77 77 77 71 73 DRILL FOR ADJUSTABLE SHELVES 3" FROM SHELF EDGE 3°° 31° TYP TYP 77 77 77 11 7 1 °-0" CONT SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL31 2' -011lJ t -- CONT SEALANT U_ bo PROTO: d r CD co DOCUMENT DATE: 9 PLASTIC LAMINATE C) w PL31 ON 3/4" r z RATE N FRONT AND 10x1/2" WOOD E EXPOSED ENDS - SCREWS TO A --r° BLOCKING DETAILSDDETAILS 2x8 WOOD BLOCKING CONT SEALANT COLOR TO MATCH PL31 ALL INTERIOR COMPONENTS MELAMINE 101. ON 3/4" SUBSTRATE (UNO) 2 ADJ , 1 77 77 77 77 71 73 DRILL FOR ADJUSTABLE SHELVES 3" FROM SHELF EDGE 3°° 31° TYP TYP 77 77 77 11 7 1 °-0" CONT SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL31 2' -011lJ t -- CONT SEALANT AA PROTO: O CD co W DOCUMENT DATE: L4x2x18GAx4" WITH wW 2) #10 TEK SCREW z INTO STUD AND (2) UNDER SINK DRILL FOR ADJUSTABLE 10x1/2" WOOD U SCREWS TO A --r° BLOCKING DETAILSDDETAILS 2x8 WOOD BLOCKING CONT SEALANT COLOR TO MATCH PL31 ALL INTERIOR COMPONENTS MELAMINE 101. ON 3/4" SUBSTRATE (UNO) 2 ADJ , 1 77 77 77 77 71 73 DRILL FOR ADJUSTABLE SHELVES 3" FROM SHELF EDGE 3°° 31° TYP TYP 77 77 77 11 7 1 °-0" CONT SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL31 2' -011lJ CONT SEALANT AA PROTO: 195 SC CD co BLOCKING DOCUMENT DATE: 08/17/16 DRAWER, OMITTED wW SECTIONS LOCKERS WM FURNISHED, UNDER SINK DRILL FOR ADJUSTABLE A= WOOD N Q ` r' M10 --- ® O A --r° DETAILSDDETAILS SHELF 4" FROM SHELF EDGE 00M 0 1 ADJ 0 MELAMINE ON 3/4" o r- SUBSTRATE BOTTOM AND ALL EXPOSED SURFACES, COLOR TO MATCH PL31 U OCOP Y W 1,. 411 TYP 4ti TYP r O0 L9 2x WOOD BLOCKING 1" 1'-11" CABINET SECTION 4-A3 COL REF SIM STA STAINLESS STEEL CORNER GUARD (TYP) ATTACH PER SPECS— PARTITION TYPE AS INDICATED METAL STUDS (TYP)— PLASTIC LAMINATE WAINSCOT WHERE INDICATED ON FINISH SCHEDULE- RUN LAMINATE UNDER CORNER GUARDS INLESS STEEL CORNER GUARD it 11-011 PAINTED WALL REF 2 - Al FOR COLOR SERVER CABINET WM PROVIDED REF 1 - Al FOR LOCATION EXF DUPLEX OUTLET AND DATA OUTLET 3MM EC BANDIN 2x8 WOOD BLOCKING MATCH TV BRACKET BLOCKING SINK SECTION 6 111=lf-Otf CONT SEALANT COLOR TO MATCH PL31 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) DRILL FOR ADJUSTABLE SHELVES 3" FROM SHELF EDGE CONT SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL31 CONT SEALANT WOOD BLOCKING TOP MOUNT SINK 2x WOOD BLOCKING COUNTER SECTION 1/211 = 1'-0" G. 1 fl = 1 1-0" WALL FINISH REF PARTITION 3/4"x3/4" QUARTER ROUND PROVIDED BY CONTRACTOR, PAINT P131 CONTINUOUS 2x2 WOOD NAILER (TYP) PROVIDED BY CONTRACTOR, STOP 1" SHORT- TOPEN ENDS, PAINT f P131( CONTINUOUS 2x4 WOOD BLOCKING INSIDE THE WALL FOR FULL LENGTH OF COUNTERTOPS. CONTINUE SOUND ATTENUATION INSULATION AND WALL FINISH TO STUD HEIGHT. REF PLAN FOR STUD HEIGHT. FOR WALLS THAT GO TO DECK CONTINUE SOUND ATTENUATION INSULATION AND WALL FINISH TO DECK. 6" SOUND ATTENUATION INSULATION AS SCHEDULED. CEILING SYSTEM AS SCHEDULED, GYPSUM BOARD SOUND ATTENUATION INSULATION TO FILL CAVITY METAL STUD REF PLAN FOR PARTITION TYPE SOUND ATTENUATION 1 1/211 = 1'-0" va W N Lx d ofo C'- a a 2a QS QU Qo zz 0< Fxc. w w >-'o W 0 Z Sao wW o} o _ zw azc7z LL u rwzE-o zcnr4x tYUjzZWUz 0920 0 w~Qgaawd03m U_ azaxE0'PT ' Z w QdQU_I_Ix W§ Q zoWWW0,- 0 0WWE0MaO '&naztinozz 6682 F coca .-tawny I N jj0o u1 4 UZaw wa- zwrawwaSory wa a: CL aW PW 0Q;T azmwog. nQ z+ o}- auja_:D -w xz 0 nMW->wc wwa= r0 V-00Wn.owa= IxW<f- CHECKED BY: DRAWN BY: AA PROTO: 195 SC CD co 07/29/16 DOCUMENT DATE: 08/17/16 wW SECTIONS LOCKERS WM FURNISHED, Q N Q ` r' M10 --- ® O A --r° DETAILSDDETAILS Z w W 00M 0 0 cfl C U O COP Y W m O0 m t `!iul ,;Ci C 't L m 0 CHECKED BY: DRAWN BY: AA PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 hereby certify that this plan, spect- kation, or report was prep«red by or under my direct supervision d that t am a duly Licensed INSTALL 1X6 WOOD BLOCKING INSIDE THE WALL FOR FULL LENGTH OF LOCKERS. ATTACH LOCKERS TO WOOD fessional Architect under the ws of the State of Minnesota. Tint Rica A: I a' : , Jr. igna •. BLOCKING SECTIONS LOCKERS WM FURNISHED, A --r° DETAILSDDETAILS GC INSTALLEDJ Z i " `11 PARTITION U OCOP Y fREVIEW. wtnaeaia O0 m t `!iul ,;Ci C 't L FINISH FLOOR Q Date: i_ Signed: LOCKER BASE AND TOP SHEET: ium 241-6" 67,-6"" 241-7"1 81_p"" VIDEO MONITOR 8"-101" VIDEO MONITOR WM FURNISHED, Of o > 7 WM FURNISHED, FV GC INSTALLED r--. GC INSTALLED— U- CLASSROOM 1 10 r, IN% PROVIDE ACCESS i 203 PANEL AT ROOF I DRAIN CLEANOUT TABLES AND CHAIRS (TYP) 10 A3 G3 10 WM PROVIDED I --I 48"X96" DRY ERASE BOARD i VIDEO MONITOR WM FURNISHED, WM FURNISHED, GC INSTALLED GC INSTALLED 10 OFFICE FURNITURE AND EQUIPMENT (TYP) WM PROVIDED A3 % 203A 71_211 L - 1011 1 w U- it I J LI r-- 10 10 T -? 11- C) 9-A3 n u LOCKABLE STORAGE 00 OFFICE AREA CABINETS C3 I 202 WM PROVIDED 10 A3 w 61-111 13 Lo cn HALLWAY 200 COUNTER BRACKET (TYP) C19. 2 TMP A3 A6 8-A3 Fl in. F9 f F 9 EQ EQ EQ EQ SS SINK 121-011 REF MEP COFFEE MAKER 191-5i1 WM PROViDED- 03 4 i 1 I 1 Z 1 l I A510 i Fur i r TYP I ur I I J_- L - - CLASSROOM 2 - - - ` 1205 ; Tj TABLES AND CHAIRS 10 G3 it I J LI r-- 10 10 T -? 11- 1 --FT 9-A3 n u LOCKABLE STORAGE it OFFICE AREA CABINETS LZ I 202 WM PROVIDED 10 A3 G3 f iil T1 LZ Fl F 9 F 791 1 i I LUZ jj j o[ELZjl 1 o[EtZ] I i L --J- J L J I TYP) A3 WM PROVIDED 48"X72" DRY 48"X72" DRY T- I I I sir ERASE BOARD T-- -' I sir ALI I LZ WM FURNISHED, GC 1111 Ll i ur INSTALLEDi I LZ 11r I I 1 Z I i LZ I 111 1 1 I iiir III f 1 i 91C I I I U I LZ 205CI LZ I L _L 6;;J - j i i I llr i I LZ 204C 10 LZ r J A3i 205A 121-111 13 Lo cn HALLWAY 200 COUNTER BRACKET (TYP) C19. 2 TMP A3 A6 8-A3 Fl in. F9 f F 9 EQ EQ EQ EQ SS SINK 121-011 REF MEP COFFEE MAKER 191-5i1 WM PROViDED- 03 4 i 1 I 1 Z 1 l I A510 i Fur i r TYP I ur I I J_- L - - CLASSROOM 2 - - - ` 1205 ; Tj TABLES AND CHAIRS 10 G3 it I J LI r-- 10 10 T -? 11- 1 --FT 9-A3 n u LOCKABLE STORAGE it OFFICE AREA CABINETS LZ I 202 WM PROVIDED 10 A3 G3 f iil T1 LZ Fl F 9 F 791 1 i I LUZ jj j o[ELZjl 1 o[EtZ] I i L --J- J L J I 13 Lo cn HALLWAY 200 COUNTER BRACKET (TYP) C19. 2 TMP A3 A6 8-A3 Fl in. F9 f F 9 EQ EQ EQ EQ SS SINK 121-011 REF MEP COFFEE MAKER 191-5i1 WM PROViDED- 03 4 i 1 I 1 Z 1 l I A510 i Fur i r TYP I ur I I J_- L - - CLASSROOM 2 - - - ` 1205 ; Tj TABLES AND CHAIRS 10 G3 r-- 10 T -? 11- 1 --FT it CLASSROOM 3 LZ I 1111 i fiil U LZ 1 i I U I LZ II I I i L --J- j I A3 48"X72" DRY ERASE BOARD 1111 I lRW'V' 1111 I IT I LZ FURNISHED, GC i LZ INSTALLED I I III f i 1711 Iiil I i ur I I I i i I llr i I LZ 204C LZ J a'arir: a7; ;r+eNar+r+i+rar+r+rarN+ter irPiriri i ririri'i'iriLriri iriri'ira irifitirtririri :'+'a', 'ri'irirardirirar+'+ri'a'' ar/rlrlr+r++r/r+rlr++rtr rir rir+Tararl!*irl+rl;liar+rl+r+rl Irlrl+rar+r+r+fir{r rlr+rlrlr+r+ +rid: 1 BULLETIN BOARD 200A / WM FURNISHED, GC A6 INSTALLED 5 PAINT TO MATCH WALL A3 (TYP OF 3) r 0 5 A3 i 206A 27'-4" 12 EXISTING ROOF DRAIN (TYP) O C) EXISTI G cn BOL D (NP) EXISTING RACKIN TO REMAIN (TYP) EXISTING MOP SINK EXISTING EYE WASH STATION EXISTING ROOF HATCH TO REMAIN EXISTING WATER HEATER APPROVEDV L COPY CODE 3UbJLCT )0 FIELD INSPE-f-TION, J _ i GOOE1. OO NON-RATED CAPTURE TRACK PERPENDICULAR TO JOIST 1 1/2" CLIPPED AND BENT METAL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING PER SCHEDULE FURRING ATTACHMENT TO WALL 1 1/2" = V-0" P BOARD TO HIN 3/8" OF M OF ROOF DECK ZACK 3EYOND M TRACK RE TRACK 18 WITH 6" DEEP ECURED TO BOTTOM OF JOIST WITH 0.157" DIA U PAF AT EACH JOIST RE TRACK IM SPACER IM COVER IM BOARD kRTITION TYPE STUDS CAPTt TRACI INSTALL CON AT LATCH SIC ON SINGLE D+ PARTITION FLOOR TRAC' UU I C FIT W BOTT+ DECK ATTA( GYPS BOAR TOP( J -MOL NON -RATED CAPTURE TRACK 1 112" = 1 "-0" CRIPPLE STUD 111 13 game SEAL AIR SPACE WITH EXPANDING FOAM METAL ROOF DECK ATTACH 16 GAUGE 6" DEEP LEG TRACK WITH 10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES GYPSUM BOARD ZINC CONTROL JOINT STRIP DOUBLE MTL STUD AT , B( P1 GRID NON -RATED CONDITION COLUMN FURRING 1 1/21' = 1'-0'" 4'-0" MAXIMUM STEEL COLUMN 1/2" GYPSUM BOARD 2 1/2" METAL STUDS REF PARTITION TYPE PARTITION TYPESP PARTITION NOTES ADJACENT REFERENCE SIDE OPPOSITE SIDE 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS. 2' CORNER 2. USE 1/2" GYPSUM BOARD ON NON -RATED PARTITIONS UNO. Q't- JzzQ WU a } MTL STUD BRACING 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS. 5ngw aozzv'zz READ TO 20 GAUGE 4. CONTINUE FINISH MATERIAL AND SOUND BATT INSULATION, IF I CLIP ANGLE F-- WHERE NO CEILING SPECIFIED, TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS TOP TRACK I 14 GAUGE IS INDICATED AND 1 UNO. AS SCHEDULED 12' AT RATED WALLS, I 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. REF PARTITION TYPES PARTITION CONTINUE GYPSUM ( ! MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK 2 8" x 16 GAUGE BOARD TO DECK DETAILS TO 16' UNO 6. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR HEAVIER. Ix = 6.303 Sx = 1.576 16' TO 7. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 2) 10" x 14 GAUGE I 20'-011. TO 26' METAL STUDS 8. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS. Ix = 15.730 Sx = 2.334 I 9. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE USE 1/2" WATER CEILING AT 48" OC FOR INTERIOR WALL STUDS THAT DO NOT GO TO RESISTANT DECK AND FOR ALL WALLS LESS THAN 6n WIDE. REF 5-A5: GYPSUM BOARD 00 10. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. AT WET AREAS 11. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD SUBSTRATE AT 10'-0" AFF. 12. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED PARTITIONS, A ENSURE ALL PENETRATIONS AND JOINTS ARE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS. 13. PAINT CMU P131 BEHIND ALL FURRED WALLS. FOR FURRING ATTACHMENT REF 4-A5— NON-RATED CAPTURE TRACK PERPENDICULAR TO JOIST 1 1/2" CLIPPED AND BENT METAL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING PER SCHEDULE FURRING ATTACHMENT TO WALL 1 1/2" = V-0" P BOARD TO HIN 3/8" OF M OF ROOF DECK ZACK 3EYOND M TRACK RE TRACK 18 WITH 6" DEEP ECURED TO BOTTOM OF JOIST WITH 0.157" DIA U PAF AT EACH JOIST RE TRACK IM SPACER IM COVER IM BOARD kRTITION TYPE STUDS CAPTt TRACI INSTALL CON AT LATCH SIC ON SINGLE D+ PARTITION FLOOR TRAC' UU I C FIT W BOTT+ DECK ATTA( GYPS BOAR TOP( J -MOL NON -RATED CAPTURE TRACK 1 112" = 1 "-0" CRIPPLE STUD 111 13 game SEAL AIR SPACE WITH EXPANDING FOAM METAL ROOF DECK ATTACH 16 GAUGE 6" DEEP LEG TRACK WITH 10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES GYPSUM BOARD ZINC CONTROL JOINT STRIP DOUBLE MTL STUD AT , B( P1 GRID NON -RATED CONDITION COLUMN FURRING 1 1/21' = 1'-0'" 4'-0" MAXIMUM STEEL COLUMN 1/2" GYPSUM BOARD 2 1/2" METAL STUDS REF PARTITION TYPE 1 1/21' = 1'-0" 1/2" OFF FACE TAL STUDS OF PARTITION LEGEND EXTERIOR WALL UNO FACE OF DETAIL: WALL BATT INSULATION' X- X AT EXTERIOR WALLS ONLY RD PLAN: HEIGHT INDICATES STUD GYPSUM BOA NO NUMBER INDICATES USE 1/2" WATER LETTER INDICATES STUD HEIGHT TO BOTTOM RESISTANT PARTITION TYPE 1 OF ROOF DECK TYP GYPSUM BOARD REF PLANS AND AT WET AREAS SHEET A6 A NUMBER INDICATES REFERENCE SIDE STUD SIZE AS FOLLOWS: qGOPPOSITESIDE v 0 W 0 Cr Q0 U Y U Q QW 2 W CO M F U50) 0 S QU Q O sZ Ua ag r BRACE TO tWI? ADJACENT W WALL AT 2' CORNER DIAGONAL 3 5/8" Q't- JzzQ WU a } MTL STUD BRACING AT 48" OC AS 5ngw aozzv'zz READ TO 20 GAUGE STABILIZE PARTITION I CLIP ANGLE F-- 20 GAUGE U) TOP TRACK I 14 GAUGE METAL STUDS 10' AS SCHEDULED 12' WALL FINISH 18 GAUGE REF PARTITION TYPES PARTITION Brx1_1%CING 1 1/21' = 1'-0" 1/2" OFF FACE TAL STUDS OF PARTITION LEGEND EXTERIOR WALL UNO FACE OF DETAIL: WALL BATT INSULATION' X- X AT EXTERIOR WALLS ONLY RD PLAN: HEIGHT INDICATES STUD GYPSUM BOA NO NUMBER INDICATES USE 1/2" WATER LETTER INDICATES STUD HEIGHT TO BOTTOM RESISTANT PARTITION TYPE 1 OF ROOF DECK TYP GYPSUM BOARD REF PLANS AND AT WET AREAS SHEET A6 A NUMBER INDICATES REFERENCE SIDE STUD SIZE AS FOLLOWS: qGOPPOSITESIDE v 0 W 0 Cr Q0 U Y U Q QW 2 W CO M F U50) 0 S QU Q O sZ Ua ag r METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK SECTION B SECTION A HEADER CONNE 1 1/2" = 1'-0" METAL STUD HEADER ' 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND 6) #10 TEK SCREWS TO JAMB METAL STUD JAMB CTION DETAIL SECTION B 1 - 1 518 METAL 6 - 6 METAL 2 - 2 1/2" METAL 8 - 8" CMU 3 - 3 5/8 METAL 12 - 12 CMU 1 HOUR RATED GYPSUM BOARD (NEW) r V UL#U419, UL#0442, OR UL#U465 1 HOUR RATED CMU (NEW) UL#0905 NON -RATED GYPSUM BOARD WALL (NEW) INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE tWI? a ii r uj aW o Q 0'1g2Wz1 W UO W-_WW ZW wwaz Z 2' TzW,-WW3t. W8Q0 -> W ¢g wQ0am U0 Q't- JzzQ WU a } Z zoW oWoiaO5ngwaozzv'zz HQUozzM0 __ z Q tl0 U_IAfrA~U a WtJL1a_zw __ cWu1Q7,ZN 00-WoO°'WU` "'o g F-- SQQz LL1,(:5F- OWa tZ- uJ Xz00¢5xu_- OWWDXU) f--O2UOc5Q.0WW:5xCf4i-- METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK SECTION B SECTION A HEADER CONNE 1 1/2" = 1'-0" METAL STUD HEADER ' 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND 6) #10 TEK SCREWS TO JAMB METAL STUD JAMB CTION DETAIL SECTION B 1 - 1 518 METAL 6 - 6 METAL 2 - 2 1/2" METAL 8 - 8" CMU 3 - 3 5/8 METAL 12 - 12 CMU 1 HOUR RATED GYPSUM BOARD (NEW) r V UL#U419, UL#0442, OR UL#U465 1 HOUR RATED CMU (NEW) UL#0905 NON -RATED GYPSUM BOARD WALL (NEW) INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH 0 HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2) 6" x 18 GAUGE Ix = 2.042 Sx = 0.670 6' TO 8' 2) 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 8' TO 10' 2) 6" x 14 GAUGE Ix = 3.094 Sx = 1.031 10' TO 12' 2) 8" x 18 GAUGE Ix = 4.134 Sx = 1.033 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 14' TO 16' 2) 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' 2) 10" x 14 GAUGE Ix = 12.325 Sx = 2.456 18' TO 26' 2) 12" x 16 GAUGE Ix = 15.730 Sx = 2.334 METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK SECTION B SECTION A HEADER CONNE 1 1/2" = 1'-0" METAL STUD HEADER ' 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND 6) #10 TEK SCREWS TO JAMB METAL STUD JAMB CTION DETAIL SECTION B 1 - 1 518 METAL 6 - 6 METAL 2 - 2 1/2" METAL 8 - 8" CMU 3 - 3 5/8 METAL 12 - 12 CMU 1 HOUR RATED GYPSUM BOARD (NEW) r V UL#U419, UL#0442, OR UL#U465 1 HOUR RATED CMU (NEW) UL#0905 NON -RATED GYPSUM BOARD WALL (NEW) 12. f o ry AdommommM 0 Z W W 0 co 195 SC PROTO CYCLE: 07/29/16 040 U- ACOUSTICAL INSULATION FULL WALL O THICKNESS (NEW) j E EXISTING PARTITION OR WALL TO REMAIN w........._:.........._........_ ...._....: M CSS ACOUSTICAL INSULATION FULL WALLY_ __g__ W W__._ __,_ THICKNESS (EXISTING) Z CMU WALL (NEW) m O CHECKED BY: 12. DRAWN BY: AA PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08!17/16 I ereby certify that this plan, spay ation, or report was prepared by e or under my direct supervision d that I ani a duly Licensed ofessional Architect under the 1 ws of the State of Minnesota. nt a e: Rich rs, Jr. 0"" GYPSUM BOARD VERTICAL GYPSUM BOARD gnatur CONTROL JOINTVREFSPECIFICATIONS ate 9<1Z41JG License # 4988 0 GYPSUM BOARD CONTROL JOINT - 1 1/2" = 1'-0" PARTITION TYPES AND WALL DETAILSPJlic"rtlfer aaswaa•we+^.,,..rr.:,>,xa,-a. ,s.. - w. ,: L 9N'NttHlti 4.i V"Y+If i`Kti,. . LDat.. SHEET: A VARIES IIIIIIIII ffiLe 1 1/2" = V-0" UM PARTITION TYPE REF PLANS SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC nELD CONT 5/16" STEEL SLATE TO CHANNEL DOOR VARIES Ilk CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING VARIES JAMB HEAD AT HM FRAME 1 1/211 = 1'-0" DOOR WELD CONT 5/16 STEEL PLATE TO JAMB CHANNEL AT FLOOR, WELD TO 3"X3"X5/16" STEEL ANGLE BOLTED TO FLOOR WITH EXPANSION ANCHOR 1/4" STEEL PLATE CHANNEL WELD TO CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC SEALANT BOTH SIDES DOUBLE STUDS AT JAMBS FOR PARTITION TYPE REF PLANS LLJ wow >- wo o NOTE: INSTALL zWU Wz 0zQ LL cnz o zcn§ ROOM FINISH SCHEDULE p COQ h- W UQ zwSrz PARTITION NOTES ON zw Of cn wLLOpO<w RM # PLAN REFERENCE ORIENTATION B D(@ C ROOM NAME A FLOOR DOOR AND FRAME SCHEDULE z WALL NOTE: TRACK IN DOOR BOLT LOCATIONS POCKET MUST ALIGN MARKABCD DOOR MATFINISHBASEMATFINISHBASEMATFINISHBASEMATFINISHBASEMATFINISH DETAIL FIRE RATING MIN) NOTES MARK PLACEMENT OC TYPE MATERIAL QTY W H TYPE MATERIAL HEAD JAMB ITHRESHOLD 200 HALLWAY C1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG 202 OFFICE AREA C1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG 203 CLASSROOM 1 C1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG 204 CLASSROOM 3 C1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG 205 CLASSROOM 2 C1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG L07Z ALCOVE ETR REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 REF 2-A1 G REF 2-A1 ACT1, ACTG 2 203 204A CLASSROOM 3 G HM-STL 1 3' - 0" FINISH KEY TEMPERED 1 HM-STL 4 3 --- --- 9 204A 9'-0" FINISH SCHEDULE NOTES: 204 204B CLASSROOM 3 REF SPECIFICATIONS FOR EXACT COLORS REQUIRED HM-STL 1 1 DO NOT INSTALL BASE OR PLASTIC LAMINATE AT MASONRY WALLS. 2 INSTALL 6" SOUND ATTENUATION BATT ABOVE CEILING. TEMPERED 1 HM-STL 4 3 --- --- 9 MARK FINISH COLOR DESC. 3 DO NOT PAINT WALLS, REFER TO SPECIFICATIONS FOR FINISHING. FABRIC ACT1 ACOUSTICAL CEILING TILE WHITE 24"x48" 204C MATERIAL MARK KEY DESCRIPTION 207 205A CLASSROOM 2 ACT4 ACOUSTICAL CEILING TILE WHITE 24"x48" ACTG ACOUSTICAL CEILING GRID WHITE B6 PLASTIC BASE BLACK 6"x1/4" B9 PLASTIC BASE BLACK 4"x1/4" A CONCRETE B10 PLASTIC BASE OUTSIDE CORNER BLACK ETR EXISTING TO REMAINC1MODULARCARPETTILESTSNPATTERN; "HUCKLEBERRY" 1 ETR EXISTING TO REMAIN F EXPOSED STRUCTURE FRP1 FIBERGLASS REINFORCED PLASTIC WHITE FRP WALL PANEL FV FIELD VERIFY P5 PAINT "SAFETY YELLOW" OSHA STANDARD G GYPSUM BOARDP16PAINT "SOFTWARE" #7074 P21 PAINT SAFETY RED" #4081 L PLYWOOD 206A STOCKROOM E P33 PAINT "DOVER WHITE" #63.85 036 PAINT "DOMINO" #6989 1 P76 PAINT "MEDIUM WALMART BLUE" #076 P94 PAINT "EXTERIOR DROMEDARY CAMEL" #7694 (EXT) P100 PAINT "NOTABLE HUE" #6521 P101 PAINT "GUSTO GOLD" #6904 P124 PAINT "MEADOWLARK" #7522 P131 PAINT "WHITE FLOUR" #7102 P140 PAINT "SNOWBOUND" #7004 P162 PAINT "PEPPERCORN" #7674 P164 PAINT "ESSENTIAL GRAY" #6002 PL30 PLASTIC LAMINATE "STEEL MESH" WILSONART 4879 PL31 PLASTIC LAMINATE "GREY" WILSONART 1500-60 PL32 PLASTIC LAMINATE "VISION VAVA" NEVAMAR VA2002 VCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1/8" WB 2x8 WOOD BASE PAINT TO MATCH ADJACENT WALL WG PLASTIC WALL GUARD BLACK VARIES IIIIIIIII ffiLe 1 1/2" = V-0" UM PARTITION TYPE REF PLANS SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC nELD CONT 5/16" STEEL SLATE TO CHANNEL DOOR VARIES Ilk CONTINUOUS SEALANT, EACH SIDE NO STOP AT CASED OPENING VARIES JAMB HEAD AT HM FRAME 1 1/211 = 1'-0" DOOR WELD CONT 5/16 STEEL PLATE TO JAMB CHANNEL AT FLOOR, WELD TO 3"X3"X5/16" STEEL ANGLE BOLTED TO FLOOR WITH EXPANSION ANCHOR 1/4" STEEL PLATE CHANNEL WELD TO CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC SEALANT BOTH SIDES DOUBLE STUDS AT JAMBS FOR PARTITION TYPE REF PLANS 1 1/2" = V-0" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY LINO CONTINUOUS SEALANT, EACH SIDE. WALL JAMB AT HM FRAME 1 1/2" = 1'-0" NOTE: INSTALL DIAGNAL BRACING PER PARTITION NOTES ON SHEET A5 AND DETAIL 5- A5 NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER 2x WOOD BLOCKING CEILING AS SCHEDULED PARTITION AND TRACK PER MANUFACTURER 1 1/2" = V-0" 21, 217 N 1 HOLLOW METAL OFRAME TYPES_ A PLATE WASHER 2x WOOD BLOCKING AT BOLT LOCATIONS 1/2" DIA. THRU BOLT AT 4'-0" O.C. AT CENTER OF BEAM REF 2-A5 FOR HEADER DETAIL. REF PLAN FOR PLACEMENT 1 1/2" X 1 1/2" STAINLESS STEEL CORNER GUARD TO 48" AFF, TYP 7 A6 c Q 9 A3 A3 9 W Q W 1'-0" CLR JAMB AT ACCORDION DOOR POCKET 1/2" = 1'-0" 6" " 6" It POCKET REF DOOR SCHEDULE o co 0 APPROVED F L COPY zo' N Rev1+w 70A CODE R MCtiE gd gCT # ee y; pq yiy g9 MpyN Signed:, F G G1 FLUSH HALF GLASS FULL GLASS R ACCORDION FOLDING DOOR TYPES 0N U)(0 XU) OY Q pW o U co o_ oQ U- 0 MOS UU w z a Uc ao W LLJ wow >- wo o NOTE: INSTALL zWU Wz 0zQ LL cnz o zcn§ DIAGNAL BRACING PER p COQ h- W UQ zwSrz PARTITION NOTES ON zw Of cn wLLOpO<w SHEET A5 AND DETAILPLATE WASHER 6" DOOR AND FRAME SCHEDULE z CEILING NOTE: TRACK IN DOOR BOLT LOCATIONS POCKET MUST ALIGN MARK ROOM NAME 1/2" DIA. THRU BOLT TO BOTTOM OF HEADER DOOR z W CENTER OF BEAM 2x WOOD T GLASS FRAME DETAIL FIRE RATING MIN) NOTES MARK PLACEMENT OC TYPE MATERIAL QTY W H TYPE MATERIAL HEAD JAMB ITHRESHOLD FINISH HEIGHT NOTES RM # CEILING IN TO 4" ABOVE ITS POCKET FINISHED HEIGHT. PAINT P33 REF PARTITION NOTE PARTITION AND 4 ON SHEET A5 TRACK PER MANUFACTURER 200A HALLWAY G1 HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 7,9 200A 9'-0" 1 200 200B HALLWAY F HM-STL 1 3' - 0" 7' - 0" 1 HM-STL 4 3 --- --- 7,9 200B 9'-0" 202 203A CLASSROOM 1 G HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 9 203A 9'-0" 2 203 204A CLASSROOM 3 G HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 9 204A 9'-0" 2 204 204B CLASSROOM 3 G HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 9 204B 9'-0" 2 205 204C CLASSROOM 3 R FABRIC 1 22' - 9" 91-011 67 5 --- --- 8 204C 9'-0" 207 205A CLASSROOM 2 G HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 9 205A 2056 CLASSROOM 2 G HM-STL 1 3' - 0" 7' - 0" TEMPERED 1 HM-STL 4 3 --- --- 9 2056 1 205C CLASSROOM 2 R FABRIC 1 22' - 9" 91-011 6,7 5 --- --- 8 205C 206A STOCKROOM E PLASTIC PR 3' - 0" 7' - 0" ACRYLIC --- STL-BP 9 8 --- --- 10 206A 1 MATERIAL KEY DOOR SCHEDULE NOTES: MARK DESCRIPTION 1 SCHEDULED WIDTH AND HEIGHT ARE ROUGH OPENING SIZE 2 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "THIS DOOR TO REMAIN ALUM ALUMINUM UNLOCKED DURING BUSINESS HOURS". SIGNAGE FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR. HM-STL HOLLOW METAL -STEEL 3 EXIT DEVICE AS SPECIFIED PLAST PLASTIC 4 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN" 5 PAINT EXTERIOR DOOR AND FRAME COLOR TO MATCH EXISTING DOORS. PAINT INTERIOR PORTION OF DOOR AND FRAME P162. STL STEEL 6 REF 14-A6 FOR DOOR AND FRAME COLOR TEMP TEMPERED 7 PROVIDE TACTILE "EXIT" SIGN, REF N1 8 VERIFY DOOR SIZE AND POCKET DEPTH WITH ACCORDION FOLDING DOOR MANUFACTURER FOR EACH OPENING. 9 PAINT DOOR AND FRAME P162. 10 1 FLEXIBLE TRAFFIC DOOR COLOR TO BE BLACK. PAINT DOOR FRAME P36. 1 1/2" = V-0" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY LINO CONTINUOUS SEALANT, EACH SIDE. WALL JAMB AT HM FRAME 1 1/2" = 1'-0" NOTE: INSTALL DIAGNAL BRACING PER PARTITION NOTES ON SHEET A5 AND DETAIL 5- A5 NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER 2x WOOD BLOCKING CEILING AS SCHEDULED PARTITION AND TRACK PER MANUFACTURER 1 1/2" = V-0" 21, 217 N 1 HOLLOW METAL OFRAME TYPES_ A PLATE WASHER 2x WOOD BLOCKING AT BOLT LOCATIONS 1/2" DIA. THRU BOLT AT 4'-0" O.C. AT CENTER OF BEAM REF 2-A5 FOR HEADER DETAIL. REF PLAN FOR PLACEMENT 1 1/2" X 1 1/2" STAINLESS STEEL CORNER GUARD TO 48" AFF, TYP 7 A6 c Q 9 A3 A3 9 W Q W 1'-0" CLR JAMB AT ACCORDION DOOR POCKET 1/2" = 1'-0" 6" " 6" It POCKET REF DOOR SCHEDULE o co 0 APPROVED F L COPY zo' N Rev1+w 70A CODE R MCtiE gd gCT # ee y; pq yiy g9 MpyN Signed:, F G G1 FLUSH HALF GLASS FULL GLASS R ACCORDION FOLDING DOOR TYPES 0N U)(0 XU) OY Q pW o U co o_ oQ U- 0 MOS UU w z a Uc ao W LLJ wow >- wo o NOTE: INSTALL zWU Wz 0zQ LL cnz o zcn§ DIAGNAL BRACING PER p COQ h- W UQ zwSrz PARTITION NOTES ON zw Of cn wLLOpO<w SHEET A5 AND DETAILPLATE WASHER 6" 2x WOOD z BLOCKING AT NOTE: TRACK IN DOOR BOLT LOCATIONS POCKET MUST ALIGN oU a w awUoa sz[ L- Qoo 0 Z=QH p i5 O ~ UaW WITH TRACK MOUNTED 1/2" DIA. THRU BOLT TO BOTTOM OF HEADER AT 4'-0" O.C. AT z W CENTER OF BEAM 2x WOOD T REF 2-A5 FOR BLOCKING HEADER DETAIL. 3 5/8" METAL REF PLAN FOR STUDS AT 16" PLACEMENT OC ZU) CY) WRAP GYP WHERE POCKET MEETS LAY - 1/2" GYP IN CEILING SYSTEM CEILING IN TO 4" ABOVE ITS POCKET FINISHED HEIGHT. PAINT P33 REF PARTITION NOTE PARTITION AND 4 ON SHEET A5 TRACK PER MANUFACTURER 1 1/2" = V-0" DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY LINO CONTINUOUS SEALANT, EACH SIDE. WALL JAMB AT HM FRAME 1 1/2" = 1'-0" NOTE: INSTALL DIAGNAL BRACING PER PARTITION NOTES ON SHEET A5 AND DETAIL 5- A5 NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER 2x WOOD BLOCKING CEILING AS SCHEDULED PARTITION AND TRACK PER MANUFACTURER 1 1/2" = V-0" 21, 217 N 1 HOLLOW METAL OFRAME TYPES_ A PLATE WASHER 2x WOOD BLOCKING AT BOLT LOCATIONS 1/2" DIA. THRU BOLT AT 4'-0" O.C. AT CENTER OF BEAM REF 2-A5 FOR HEADER DETAIL. REF PLAN FOR PLACEMENT 1 1/2" X 1 1/2" STAINLESS STEEL CORNER GUARD TO 48" AFF, TYP 7 A6 c Q 9 A3 A3 9 W Q W 1'-0" CLR JAMB AT ACCORDION DOOR POCKET 1/2" = 1'-0" 6" " 6" It POCKET REF DOOR SCHEDULE o co 0 APPROVED F L COPY zo' N Rev1+w 70A CODE R MCtiE gd gCT # ee y; pq yiy g9 MpyN Signed:, F G G1 FLUSH HALF GLASS FULL GLASS R ACCORDION FOLDING DOOR TYPES 0N U)(0 XU) OY Q pW o U co o_ oQ U- 0 MOS UU w z a Uc ao W LLJ wow >- wo o U)QO zWU Wz 0zQ LL cnz o zcn§ W p COQ h- W UQ zwSrzzwOf cn wLLOpO<w 0 w aQxQWa pm W QI JZzaQWUQ> ja°QLLo= W W z CnwaF-ZO'Dcn C Ow O=p 0 o F- Q oU a w awUoa sz[ L- Qoo 0 Z=QH p i5 O ~ UaW J Z LUO Q'dU2E°-JU p d 0Cnf-LQ0LJ0 na= 2=Z ZF-OF-a7wQpF-w z W zoQ 0<DXLLxwUwWDT 0aUpcnQ0wOOfafai-- 0 O DRAWN BY- AA C=) ® Z 195 SC PROTO CYCLE: DOCUMENT DATE: 08/17/16 Ww 0 0 o O W0 z W 00WC) C) N s O O20 d' Cl) M ZU) CY) O W m z m O ISSUE BLOCK 1 1 09/28/16 lADD#2 CHECKED BY: DRAWN BY- AA PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 hereby certify that this plan, spec3- cation, or report was prepared by ie or under my direct supervision id that I am a duly Licensed rofessional Archif.ect under the ws of the State of Mi,tne.: va. int rtprgFPjaPIiIIII. Jr. License # 49882 t SCHEDULES AND DETAILS SHEET: A6 0 w LL CL OF JOIST VERIFY U - w 0 J w ABBREVIATIONS AIR HANDING UNIT AHU AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC AMERICAN SOCIETY FOR TESTING AND MATERIALS ASTM AMERICAN WEDLING SOCIETY AWS BETWEEN BTWN CENTER LINE CL CONNECTION CONN EACH EA EXISTING TO REMAIN ETR FAR SIDE FS GAGE GA JOIST JST KIPS PER SQUARE INCH KSI MAXIMUM MAX MECHANICAL MECH MINIMUM MIN METAL MTL NEAR SIDE NS NOT TO SCALE NTS ON CENTER OC PLATE PL POUNDS PER SQAURE FOOT PSF REFER TO REF REINFORCING REINF REQUIRED REQD ROTATE ROT ROOF TOP UNIT RTU SIMILAR SIM SPECIFICATIONS SPECS STEEL STL TYPICAL TYP UNLESS NOTED OTHERWISE UNO L3x3x3/16, TYP 3/16 3/16 6A -Sl I CL OF JOIST 1/8 1 1/8 1 — TYP V124 IA I I HKE ATTACH METAL DECK TO ANGLE WITH #12 TEK SCREWS AT 6" OC SPECIAL INSPECTIONS REQUIRED NOTE: INTERNATIONAL BUILDING CODE OR BY ENGINEER OF RECORD: REF ARCH/MECH/UNIT SUPPLIER FOR 1. STEEL - REFER TO SPECIFICATION 05120 EXACT LOCATION OF PIPE PENETRATIONS. 21 I Ii I I I I I I I I I I I I I SUPPORT FRAMING NOT REQUIRED IF ATTACH CURB TO DECK PENETRATION IS SMALLER THAN 10"x10" WITH #12 TEK SCREWS ow AT 12" OC pi IF' 3. GROUND SNOW LOAD 50 PSF REF MECH ATTACH METAL DECK TO ANGLE FOR CURB — REF MECH WITH #12 TEK SCREWS AT 6" OC FOR CURB 6. SEISMIC DESIGN CATEGORY A m mw NG ROOFDECK L3x3x3/16, TYP 3/16 3/16 6A -Sl I CL OF JOIST 1/8 1 1/8 1 — TYP V124 IA I I HKE ATTACH METAL DECK TO ANGLE WITH #12 TEK SCREWS AT 6" OC SPECIAL INSPECTIONS REQUIRED SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1705 OF THE 2012 INTERNATIONAL BUILDING CODE OR BY ENGINEER OF RECORD: PERIODIC SPECIAL INSPECTIONS 1. STEEL - REFER TO SPECIFICATION 05120 2. VERIFY THE CORRECT PLACEMENT OF JOIST REINFORCING 21 I Ii I I I I I I I I I I I I I DESIGN LOADS 1. CODE 2012 INTERNATIONAL BUILDING CODE U) ow 2. ROOF LIVE LOAD 20 PSF pi IF' 3. GROUND SNOW LOAD 50 PSF 0zooz?Qo° ao 4. ULTIMATE WIND SPEED 115 MPH (RISK CATEGORY 2), EXPOSURE B 1:W2 5. SEISMIC COEFFICIENTS Ss=0.053, S1=0.025 a o 6. SEISMIC DESIGN CATEGORY A ATTACH CURB TO DECK WITH #12 TEK SCREWS AT 12" OC L3x3x3/16, TYP NOTE TO BIDDERS EXISTING CONDITIONS MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. ANY DAMAGE CAUSED BY CONTRACTOR SHALL BE REPAIRED TO OWNER'S SATISFACTION. EXISTING ROOF DECK CONCENTRE LOAD FROM SUPPORT FI AND DOAS 311 — 11-011 \ / 3/411 — 11-011 NOTES. - 1 . OTES: 1. ATTACH UNIT TO STEEL SUPPORT FRAME WITH STAINLESS STEEL BOLTS. REF UNIT SUPPLIER FOR BOLT QUANTITY, SIZE AND LAYOUT. 2. INSTALL ROOF PIPE JACK PRIOR TO WELDING. 3. TOP OF STEEL SUPPORT FRAME SHALL BE LEVEL. CONTRACTOR SHALL FIELD VERIFY SLOPE OF EXISTING ROOF STRUCTURE AND COORDINATE WITH STEEL SUPPLIER PRIOR TO FABRICATION. HIVULC H I CUC;iC SHALL BE SET FL TOP OF STL FRAC HORIZ LEG OF AI` 2'-211 MIN, 2'-4" MAX TOS EL ABOVE ROOF DE REF 2-S1 FC POST, TYP CL OF ANGLE I FACE OF `– CONDENSING UNIT ANGLE I CL BOLT 3A -S1 CONDENSING UNIT I I nrr n nw rr^.n PL TO POST, TYP TYP CONDENSING UNIT SUPPORT FRAME -SECTION 3/41 1 = 11-011 FIELD LOCATE ANGLES BELOW UNIT; TYP- COPE 3" OR 3" OR GENERAL NOTES 1.0 GENERAL 1.1 THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE. THE GENERAL CONTRACTOR SHALL COORDINATE ALL FIELD MEASUREMENTS AND EXISTING CONDITIONS AND KNOWN COMPLICATIONS WITH THE WALMART CONSTRUCTION MANAGER AND MATERIAL SUPPLIERS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK 1.2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING BUILDING DURING CONSTRUCTION. 1.3 BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 2.0 STRUCTURAL STEEL 2.1 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS: A. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE B B. BARS, PLATES, CHANNELS, ANGLES, & ANCHOR BOLTS: 36 KSI A 36, UNO 2.2 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN. DO NOT OVERWELD OR BURN THROUGH JOIST MATERIAL. ANY DAMAGE TO EXISTING JOIST SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 2.3 ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. REF SPECS FOR PROTECTIVE FINISH FOR EXTERIOR STEEL. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS. PAINT ALL STEEL EXPOSED TO VIEW TO MATCH EXISTING. 3.0 STEEL JOISTS AND JOIST GIRDERS 3.1 STEEL JOISTS AND JOIST GIRDERS ARE ASSUMED TO BE IN GOOD CONDITION AND IN COMPLIANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ANY DAMAGE TO EXISTING JOIST SHALL BE REPORTED PRIOR TO ADDING LOAD TO JOIST. NOTE: PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 POUNDS THAT ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLAN CHORD JEL POINT JST TOP CHORD BOTTOM CHORD PANEL POINT JST BOTTOM CHORD PROVIDE L2x2x3/16 EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT; INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYP; ANGLES SHALL BE INSTALLED PRIOR TO INSTALLATION OF NEW UNIT AND STL SUPPORT FRAME 1wou mb 19:41 gaom NOTE: UNIT DIMENSIONS MAY VARY. VERIFY DIMENSIONS WITH UNIT SUPPLIER PRIOR TO FABRICATING FRAME. HSS2 1/2x2 1/2x114 TYP I m0 U oN U) z I I I I I I I I I I I I I Ow~Wwa_W z 21 I Ii I I I I I I I I I I I I I J w d a O F zZawwUF2> U) I I I zl zl zlU W w WI I FIELD VERIFY I FIELD VERIFY 1z 1z CL POST CL POST CL POST CL JOIST CL JOIST CL JOIST 3/4" =11-011 lk Euaj MMAL I 13 U) OLL z 0 ts= n ut vJ w CD T DOAS-1 (1366#) I I ANGLE TO\ 3/16 ANGLE I ANGLE TO 3/16 ANGLE 3/16 I I I I I I TOP OF TUBE TO ANGLE (3 > 3/16 SIDES) CL 21/2'" 3/16 TUBE TO ANGLE 3/16 4A -S1 ANGLE ANG ANGLE TO ANGLE MITER END OF POST n n nr.-.n T riT ENLARGED CONNECTION DETAIL 1 1/2" = V -O" EXISTING CMU WALL RTU -36 EXISTING TO REMAIN I I I I i I I I I — I REF ARCH/MECH/UNIT SUPPLIER 1 FOR EXACT LOCATION OF PIPE1 i PENETRATION; REF 6-S1 FOR L ----J SUPPORT FRAMING EXISTING SKYLIGHT, TYP 1/8" = 11-011 I I I I I I L_J SUSPENDED AHU BELOW ROOF, TYP 2 PLACES(152#); REF 3-S2 FOR SUPPORT F PLAN 12 OP OF TUBE O ANGLE (3 IDES) TUBE TO ANGLE I J wO z Lu No LL w O CONDENSING UNIT 180#), TYP 4 PLACES I SUSPENDED AHU BELOW ROOF, TYP 2 PLACES(152#); REF 4-S2 FOR SUPPORT I I L ----J e 2ROT S1 H XISTING STEEL .. ODE" s,t COL LOW, TYP ww' Tull INSPECTI' ON 1/0b _ w U oN U) z w Ow~Wwa_W z PROTO CYCLE: WY tL w d a O F zZawwUF2> z ow O pi IF' Q 0zooz?Qo° ao 7 = o a a rn U 1:W2 toOfa o N m mw F- r.i-wa-=z cn= Z oo¢,Lwoowumiw5WT_ 7L o5 fU) o a Z wCD W LL LL L O U U O to z o U) a a w u) ° wOi U) O > o zw Wzu-0L LL (nf-L ZHLCiZua w Ow~Wwa_W z PROTO CYCLE: WZEL- w-'11 H8 aaw O,z aQ LL w d a O F zZawwUF2> z ow O aH O<2 oOwF-O=C1 Scn z, OZZ 2Z Z Q 0zooz?Qo° ao 7 = o a a rn U U) o z O ptn wOmw_a_cnOwOaJ F- r.i-wa-=z cn= Z oo¢,Lwoowumiw5WT_ HOauavndOwL_jL0 aF- 0 a DRAWN BY: W C C=:) 0 w O Z m PROTO CYCLE: Z Wo a Q Z L m o N - X s zs L m UOV o 0 VV//ll F_ Q i Z L F Q y 7 ry Y W VQ Q c: —w W N J Z ZW0 - 7 = o a a rn U U) o z O 0 V U L_ 0 0 JSH DRAWN BY: SMK C C=:) OOOSC/DIV PROTO CYCLE: 07/29/16 DOCUMENT DATE: Z v ro . w n N CDL_ 0 isand ... •} X11 Z wCD w rD N Ln coo U) CD o W m 0 z m O ISSUE BLOCK CHECKED BY: JSH DRAWN BY: SMK PROTO: OOOSC/DIV PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 SHEET: S1 v ro . w F. isand ... •} SHEET: S1 EXISTING MTL DECK ATTACH UNISTRUT TO JOIST WITH 1/2" DIA A325N BOLT THRU GAP IN JOIST CHORD, TYP P1000 UNISTRUT AT EA END OF UNIT EXISTING MTL DECK ATTACH UNISTRU TO JOIST WITH 1/; DIA A325N BOLT THRU GAP IN JOI: CHORD, TYP TING T, TYP 3/4" = 1'-0" 12 a 13 lw Ow zo U)0 K8.2 AHU SUPPORT FRAMING 3/4" = 1'-0" r«r O -o i rum r«iivr BELOW CURB CONTRACTOR VERIFY WITH UNIT SUPPLIER 1A -S2 REF SPECS FOR STRUCTURAL CURB; ATTACH CURB TO CHANNEL WITH #12 13 NOTE: REF 2-S2 FOR DOAS ATTACHMENT TO CURB 11' [- REF 1-S2 FOR CHANNEL. TYP NOTE: IF EDGE OF UNIT EXTENDS PAST JOIST MORE THAN 2'-0", EXTEND CHANNEL TO NEXT JOIST REF SPECS FOR REF 1-S2 FOR 3/16 2 STRUCTURAL CURB CHANNEL ---3/16 2 TYP EA END 4" TYP EXISTING JOIST GIRDER Uo v v v v Q7 Uj cn PROTO CYCLE: A36 THREADED ROD, rzz 1/2" DIA A36 THREADED ROD, L Z TYP; PROVIDE DOUBLE NUT TYP; PROVIDE DOUBLE NUT 4-0 ABOVE UNISTRUT ANDA U ABOVE UNISTRUT AND A AHU; ATTACH TO o L cM SINGLE NUT BELOW; REF MECH AHU; ATTACH TO SINGLE NUT BELOW; REF MECH UNISTRUT PER FOR VIBRATION ISOLATORS UNISTRUT PER FOR VIBRATION ISOLATORS MANUFACTURER'S 00C) N V MANUFACTURER'S L U RECOMMENDATIONS Z N y) (n RECOMMENDATIONS 0 DOUBLE NUT, TYP P1000 UNISTRUT FOR DOUBLE NUT, TYP P1000 UNISTRUT FOR 0) LENGTH OF UNIT, TYP; LENGTH OF UNIT, TYP; EXTEND 6" MAX EXTEND 6" MAX BEYOND UNIT EA END BEYOND UNIT EA END 3/4" = 1'-0" 12 a 13 lw Ow zo U)0 K8.2 AHU SUPPORT FRAMING 3/4" = 1'-0" r«r O -o i rum r«iivr BELOW CURB CONTRACTOR VERIFY WITH UNIT SUPPLIER 1A -S2 REF SPECS FOR STRUCTURAL CURB; ATTACH CURB TO CHANNEL WITH #12 13 NOTE: REF 2-S2 FOR DOAS ATTACHMENT TO CURB 11' [- REF 1-S2 FOR CHANNEL. TYP NOTE: IF EDGE OF UNIT EXTENDS PAST JOIST MORE THAN 2'-0", EXTEND CHANNEL TO NEXT JOIST REF SPECS FOR REF 1-S2 FOR 3/16 2 STRUCTURAL CURB CHANNEL ---3/16 2 TYP EA END 4" TYP EXISTING JOIST GIRDER w O w § o crwo, O zw0 w cn F- w z i- O q z cn cf T_wz 00 UO Q W QgQui 0 LU Lf) m U_ ate~ JzzaWc F=dr Z cnco ¢ OQw=5wLLW< w D O aow cf oow-OTM a Z„D- jozzw= z- z Q H_ w -O zELgOz=z W tiaW Q f) O zcgozN ULn-rwp0 Q o.MIWOwOgd ~ dHwQzh~0-¢CwDwo0UO200comOa=of 0 F Yz 0 Uo DRAWN BY: z Q7 Uj cn PROTO CYCLE: Y L Z UQ F) 4-0 U w U Qo I o L cM mw o U 00C) N V a OULU m Z N y) (n Q 0 Uono Q w O w § o crwo, O zw0 w cn F- w z i- O q z cn cf T_wz 00 UO Q W QgQui 0 LU Lf) m U_ ate~ JzzaWc F=dr Z cnco ¢ OQw=5wLLW< w D O aow cf oow-OTM a Z„D- jozzw= z- z Q H_ w -O zELgOz=z W tiaW Q f) O zcgozN ULn-rwp0 Q o.MIWOwOgd ~ dHwQzh~0-¢CwDwo0UO200comOa=of 0 F Yz 0 JSH DRAWN BY: SMK a c::D OOOSC/DIV PROTO CYCLE: 07/29/16 DOCUMENT DATE: Z EXISTINGJI n d - N Qc) I I o L cM iIi iii II II WZ U 00C) N C) ® rnjN y) (n 0 0 0) II 11 II II ii ii w m z m O ISSUE BLOCK CHECKED BY: JSH DRAWN BY: SMK PROTO: OOOSC/DIV PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 HOLD DOWN BRACKET; REF ME, FOR SIZE, LOCATION AND ATTACHMENT; PROVIDE A MINIM OF 6 HOLD DOWNS PER DOAS 3" = 1'-0" STRUCTURAL CURB DETAIL NOTES: 1. CONTRACTOR SHALL COORDINATE DOAS DIMENSIONS AND FRAMING LOCATION WITH STEEL FABRICATOR AND ERECTOR. 2. REMOVE DECK WHERE OPENINGS ARE REQUIRED. DO NOT OVERCUT DECK. CARE SHALL BE TAKEN NOT TO DAMAGE UNCUT EXISTING DECK IN AREA OF WORK. 3. PROVIDE DOAS CURB TO MATCH SLOPE OF ROOF STRUCTURE (FIELD VERIFY ROOF SLOPE). TOP SURFACE SHALL BE LEVEL FOR MOUNTING OF EQUIPMENT. TYPICAL DOAS FRAMING 3/4" = 1'-0" EXISTING JOIST BEYOND 1 C -S2 APPROVED FILL- I€ I t / Date: . ! _ r SHEET. S2 EXISTINGJI ii ii II III I I iIi iii II II MTL DECK ii iii NOTE: CONTRACTOR SHALL VERIFY II 11 II II ii ii EXISTING JOIST, TYP III III SIZE AND LOCATION OF II II II II c ` M REF MECH III I OPENINGS WITH UNIT SUPPLIERVDIIIIL3x3x3/16 AT ALL EDGES a= FOR DOAS II II 1/8 1 OF DECK, TYP; I it II II I,= TYP EA END COORDINATE OPENING, r I ii I I I ii iii 1/8 1 SIZE AND LOCATION WITH `" pz ii UNIT SUPPLIER N COPE HORIZ LEG AND T r II III II II yq I WELD EA END OF ANGLE 00 TO JST TOP CHORD i. t4 =y: I II II w 1 B -S2 i I I II IIS r _? NOTE: CONTRACTOR SHALL VERIFY THAT CL EXISTING J ii ii II ATTACH DECK TO ANGLE WITH #12 a JOIST II II I TOP OF NEW CURB IS LEVEL 11 n I II I' TEK SCREWS AT 6" OC; PROVIDE PRIOR TO INSTALLING NEW UNIT.ii ii II II YM HSS1 1/2X 1 1/2X3/16 WHERE READ n' 14 TO MAKE ATTACHMENT WHERE t DECK DOES NOT BEAR ON ANGLE 1 B ```:•.,• ;€ REF 1 B -S2 FOR ANGLE HOLD DOWN BRACKET; REF ME, FOR SIZE, LOCATION AND ATTACHMENT; PROVIDE A MINIM OF 6 HOLD DOWNS PER DOAS 3" = 1'-0" STRUCTURAL CURB DETAIL NOTES: 1. CONTRACTOR SHALL COORDINATE DOAS DIMENSIONS AND FRAMING LOCATION WITH STEEL FABRICATOR AND ERECTOR. 2. REMOVE DECK WHERE OPENINGS ARE REQUIRED. DO NOT OVERCUT DECK. CARE SHALL BE TAKEN NOT TO DAMAGE UNCUT EXISTING DECK IN AREA OF WORK. 3. PROVIDE DOAS CURB TO MATCH SLOPE OF ROOF STRUCTURE (FIELD VERIFY ROOF SLOPE). TOP SURFACE SHALL BE LEVEL FOR MOUNTING OF EQUIPMENT. TYPICAL DOAS FRAMING 3/4" = 1'-0" EXISTING JOIST BEYOND 1 C -S2 APPROVED FILL- I€ I t / Date: . ! _ r SHEET. S2 PROTECTION CRITERIA BASED ON 2007 NFPA 13 HOSE i MAXIMUM SPRINKLER OCCUPANCY DENSITY ALLOWANCE SPACING DESIGN BASIS CLASSIFICATION STYLE GPM) SQ FT) SYMBOL LEARNING CENTER 0.20/1500 SQ FT 250 130 CLASS I-IV TO 10'-0"; 13: TABLE MISCELLANEOUS STORAGE) WHITE RECESSED STYLE 10 155 13.2.1 AND FIGURE 13.2.1 STOCKROOM EXISTING EXISTING 1 100 EXISTING PROTECTION CRITERIA 0-- SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K -FACTOR SYMBOL DESCRIPTION 1/2" TYCO TY -FRB TY3231 WHITE RECESSED STYLE 10 155 5.6 O HYDRAULIC REFERENCE NODE POINT CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, K -FACTOR AND TEMPERATURE CLASSIFICATION UNLESS PROHIBITED BY THE SPECIFICATIONS. C— CAP N u) Cy) DRAWINGS AS REQUIRED BY SPECIFICATION SECTION 3 12 7' w cn w J w ry ry Q 0 O."." LASSROOMS 1/8) p = 1'-0" OVERALL FIRE SPRINKLER PLARt- 0 30' 60' 90' lyy=601—Olp ` i A1"=60'—O" 0 RISER NIPPLE/DROP NIPPLE SPRINKLER RISER o--+- INSPECTOR'S TEST/AUXILIARY DRAIN CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: FIRE SPRINKLER REVIEWING AUTHORITY: DARYL GILLES, FIRE CHIEF 763) 295-4111 APPLICABLE CODES NFPA STANDARDS EDITION HANGER NFPA 13 2007 TRAPEZE HANGER PERPENDICULAR TO JOIST REFER TO SHEET C1 FOR APPLICABLE BUILDING CODES TRAPEZE HANGER PARALLEL TO JOIST NEW CONNECTION NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE DEMO SPRINKLER PIPE PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED PER NFPA 13 IN EXISTING SPRINKLER CABINET FOR ANY NEW SPRINKLERS INSTALLED. 0 GENERAL PIPING Z)m DRAWN BY: C 00 PROTO: GENERAL NOTES AND DEMOLITION NOTES E2=9 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT DETERMINE THE FULL EXTENT OF THE EXISTING FIRE co O z DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY PROTECTION WORK AND THE EXISTING CONDITIONS, W U THE AUTHORITY HAVING JURISDICTION AND TO BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, V PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR REMOVALS, RELOCATIONS AND/OR RECONNECTIONS 0 CO21) SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, N u) Cy) DRAWINGS AS REQUIRED BY SPECIFICATION SECTION AND CONDITIONS IN THE PROPOSAL FOR THIS z 01330. CONTRACTOR SHALL BASE SHOP DRAWING PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE FIRE PROTECTION DRAWINGS AND FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, zZo SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL AND/OR ALLOWANCE. W INCLUDE ALL NECESSARY ELEVATIONS, HANGER Q J LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER ALL EXISTING FIRE PROTECTION COMPONENTS NOT a INFORMATION NECESSARY TO CLARIFY THE INTENT OF INTENDED TO BE REUSED. E3 INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE O SIZES, SPRINKLER SPACING, AND ALL SYSTEM 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA THE REQUEST FOR INFORMATION PROCESS BY THE 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE MEANS NECESSARY, TO CONFORM TO THE REQUIRED PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO WAL-MART. REFER TO ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. 3. SUBMIT A REQUEST FOR INFORMATION (RFI), FOR QUESTIONS RELATED TO THE FIRE PROTECTION 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD OF THE BAR JOISTS. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE FOR ANY TEMPORARY STRUCTURES BUILT DURING 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF-SITE CENTRAL STATION INCLUDING TAMPER ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. 11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL KEYNOTES NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION 13.901 COORDINATE SPRINKLER PROTECTION PER PROCEDURES AS SET FORTH BY THE GENERAL REMOVAL, RELOCATION AND/OR ADDITION CONTRACTOR, SUB -CONTRACTORS, THEIR RESPECTIVE OF WALLS AND/OR CEILINGS. WHERE EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE NECESSARY, REMOVE EXISTING OTHER THAN THE ENGINEERING FIRM'S OWN SPRINKLERS) AND ASSOCIATED PIPING. EMPLOYEES. CAP OUTLETS NOT INTENDED FOR REUSE. WHERE NEW SPRINKLER(S) ARE REQUIRED 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE WITHIN THE SAME COMPARTMENT AS ELECTRICAL ROOMS. NO MAIN PIPING SHALL EXISTING TO REMAIN SPRINKLERS, NEW PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. SPRINKLER SHALL MATCH EXISTING SPRINKLER TYPE K -FACTOR, 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION TEMPERATURE RATING AND FINISH. DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO WHERE APPLICABLE, ALIGN NEW THESE PLANS BECOME NECESSARY TO PROPERLY SPRINKLERS WITH EXISTING TO REMAIN COORDINATE THE SYSTEM WITH, OTHER TRADES, IT SPRINKLERS, AND COORDINATE WITH NEW WILL BE THE CONTRACTOR'S RESPONSIBILITY TO AND EXISTING EQUIPMENT AND WALLS TO OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, MEET NFPA 13 SPACING REQUIREMENTS. AND THE FIRE PROTECTION ENGINEER OF RECORD. IN NOT MORE THAN ONE SPRINKLER ADDITION TO OBTAINING THE NECESSARY APPROVALS, SHALL BE SUPPLIED BY A 1" PIPE OR THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD CONNECTION. OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL 13.956 REROUTE EXISTING BRANCHLINES AS SUPPLY ONE COPY OF AS -BUILT DRAWINGS TO THE NECESSARY TO AVOID CONFLICT WITH FIRE PROTECTION ENGINEER OF RECORD FOR THEIR ROOF PENETRATIONS FOR NEW HVAC USE. EQUIPMENT. FIELD VERIFY EXACT LOCATION. ADD AND/OR RELOCATE 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND SPRINKLERS AS REQUIRED TO MEET INSPECTORS TEST CONNECTION DISCHARGE AWAY NEPA 13 SPACING AND OBSTRUCTION FROM FINISHED SURFACES AND PIPE TO APPROVED REQUIREMENTS. PROVIDE SPRINKLERS DRAIN LOCATIONS. THE CONTRACTOR WILL BE BELOW OBSTRUCTIONS OVER 4FT WIDE BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM 13.970 PROVIDE NEW PENDENT SPRINKLERS IN DRAIN DOWNS. THIS AREA. CONNECT TO EXISTING SPRINKLER PIPING. NOT MORE THAN ONE 13. ALL HANGER CONNECTIONS SHALL BE MADE TO THE SPRINKLER SHALL BE SUPPLIED BY A TOP CHORD OF STRUCTURAL JOIST UNLESS NOTED 1" PIPE OR CONNECTION OTHERWISE. USE OF SAMMY SCREWS INTO ROOF DECK OR STRUCTURE IS PROHIBITED UNLESS OTHERWISE NOTED. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. SHEETINDEX FP1 OVERALL FIRE SPRINKLER PLAN I& APPROVED FiLti- COPY P"IEWFU FOR 10100E, SUbjLC1 ) 0 FIELD INSPE"OAS Data: __ _ ignf,,d: EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. UNZ' CD coY UQ 2 W I ag CO ofU) 0 w 0UWo z Q aCDr w O wo o wwu o znm Zzg w 0 tLL,F-w2 Z Z Lu F_U)LLWW000 W° CYa E5gw Z,-w O w >-a awacn m F J< Z a X U= a> a zo,UowF-O=oO ,Fn—WSOZ_z=ZHz Lu oaU` UOTr Q'LLI a= Z UJoo°nXo a a aV zJvU)J Lw00EE d `< zz_LLJ 22=ZxU)o ZoOQ 11.y OWUWWZ)S U) i--o2UocnaOww:1xwai- 00 C Z Z)m DRAWN BY: C 00 PROTO: WA o E2=9 woHu' o co O z o E W U W W W\ g m c, V O O I- 0 CO21) D N u) Cy) CV z Cy) z WZ zZo s00 W w Q J Ln M oMo o_ cl) azE3O U 00 C Z NAW/JEC DRAWN BY: C 00 PROTO: 195 SC ww E2=9 U d- 0 co O zW U Ww U 04 N m N cfl O O I- 0 CO21) D N u) Cy) z Cy) 0 w m m O ISSUE BLOCK A109/28/161 ADD#1 CHECKED BY: NAW/JEC DRAWN BY: JJP PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Darrell E Stei LICENSE #: ,A.0, zi 0 mw.Gm SHEET: FP1 828 MBH TO MAU ETR 2 1 D( M3.1M3.1 60 C AHU - SEQUENCE OF OPERATION OCCUPIED SETPOINTS - 73 DEG F (COOLING) 68 DEG F (HEATING) UNOCCUPIED SETPOINTS - 82 DEG F (COOLING) 60 DEG F (HEATING) MECHANICAL CONTRACTOR TO PROGRAM AHU WALL MOUNTED THERMOSTAT TO HAVE THE SET POINTS LISTED ABOVE. SEE EM2 FOR TIME SCHEDULE GAS COMPANY: CENTERPOINT ENERGY CONTACT NAME: MARK SPANTON DRAWN BY: PHONE NUMBER: 877-809-3803 Cl C::DZ 195 SC PROTO CYCLE: 00 0 08/17/16 EXISTING GAS LOAD = 15233 MBH o GAS LOAD REMOVED = 0 MBH GAS LOAD ADDED = 60 MBH NEW GAS LOAD = 15293 MBH 13 12 NATU RAL GAS 07.26.13 PIPING NOTES 1. CONTRACTOR SHALL COORDINATE ALL DETAILS OF THE GAS PIPING SYSTEM WITH THE LOCAL GAS COMPANY. THIS INCLUDES, BUT IS NOT LIMITED TO, THE LOCATION OF THE GAS METER, GAS PRESSURE REQUIREMENTS, RELOCATION AND/OR UPSIZING OF EXISTING SERVICE PIPING IF REQUIRED. CONTRACTOR SHALL PAY ALL COSTS REQUIRED BY GAS COMPANY. CONTACT GAS COMPANY FOR SIZE AND TYPE OF PIPING AND VALVES REQUIRED FOR CONNECTION TO METER. GAS METER AND SERVICE REGULATOR TO BE PROVIDED BY UTILITY COMPANY. VERIFY CORRECT GAS PRESSURE DOWNSTREAM OF SERVICE REGULATOR AFTER GAS UTILITY COMPLETES INSTALLATION. THE NATURAL GAS DEMAND SHOWN IN MBH IS BASED ON A HEATING VALUE OF 1000 BTU (1 MBH) PER CUBIC FOOT, A SPECIFIC GRAVITY OF 0.6, AND ON PRIMARY EQUIPMENT SPECIFICATIONS IN SCHEDULES. GAS PIPING SIZES SHALL BE AS NOTED ON PLANS. 2. CONTRACTOR SHALL PROVIDE AND INSTALL ALL GAS PIPING UP TO AND INCLUDING THE REGULATOR AND FINAL CONNECTION TO THE EQUIPMENT. REFERENCE MECHANICAL SHEETS FOR ALL PIPE CONNECTIONS AND ROUTING. REMOVE UNUSED GAS PIPING AND PAINT NEW PIPING YELLOW PER SPECIFICATIONS. 3. PROVIDE NEW GAS PIPING FOR NEW EQUIPMENT SIZED AS INDICATED FOR 5 PSIG WITH PRESSURE DROP TO 1.5 PSIG. AT EQUIPMENT REGULATOR. CONNECT AT EXISTING GAS METER OR GAS PIPING OF EQUAL OR LARGER SIZE, AND PROVIDE PRESSURE REGULATOR (SET TO EQUIPMENT DELIVERY PRESSURE), VALVES, AND ACCESSORIES PER THE SPECIFICATIONS & LOCAL CODES. 4. GAS AND CONDENSATE PIPING SHALL BE MINIMUM 5'-0" CLEAR FOR ROOF TOP EQUIPMENT MAINTENANCE ACCESS. 5. PROVIDE START-UP ASSISTANCE FOR ALL GAS-FIRED EQUIPMENT INCLUDING BUT NOT LIMITED TO ROOFTOP UNITS, RADIANT HEATERS, UNIT HEATERS, AND COOKING EQUIPMENT. COORDINATE ADJUSTMENT OF REGULATORS WITH SET-UP PERSONNEL TO ENSURE CORRECT GAS FLOW PRESSURES FOR PROPER OPERATION OF ALL EQUIPMENT. MECHANICAL KEYNOTES 15.617 COORDINATE REFRIGERATION LINE PENETRATIONS THROUGH THE ROOF. REINFORCE ROOF STRUCTURE AS NECESSARY, CUT THE ROOF FOR THE REFRIGERATION PIPE PENETRATION, AND SUPPLY THE PIPE PENETRATION RAIN HOOD. PROPERLY FLASH, PATCH, AND REPAIR ROOF AS REQUIRED FOR NEW PENETRATION. SEAL THE ROOF OPENING WITH FOAM AS SOON AS THE PIPING THROUGH THE ROOF OPENING IS COMPLETE. 15.711 REFER TO ARCHITECTURAL ROOF PLAN AND STRUCTURAL PLANS FOR DETAILS OF ROOF CURB INSTALLATION. 07.26.13 OWNER SHALL FURNISH AND THE CONTRACTOR SHALL INSTALL ROOF CURB (AS MANUFACTURED BY AES INDUSTRIES INC., CONTACT CHAD BURT 1-800-786-0402) FOR NEW ROOF TOP UNITS. ROOF CURB SELECTION AND INSTALLATION SHALL BE ADJUSTED FOR ROOF SLOPE TO MAINTAIN LEVEL RTU INSTALLATION AND ADEQUATE CONDENSATE DRAINAGE. ROUTE NEW CONDENSATE TO DRAIN AWAY FROM UNIT DOWN SIDE SLOPE OF ROOF. SEE SPECIFICATION FOR ADDITIONAL INFORMATION 24 HOURS PRIOR TO SHUTTING DOWN ANY HVAC SYSTEMS, HVAC SYSTEMS, OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND E- MAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE DOWN. THEN SEND A FOLLOW UP E-MAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. 1/411 = 1 1 0" 1. GENERAL NOTES ARE APPLICABLE TO ALL MECHANICAL DRAWINGS. 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS AND READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. 3. STORE MUST BE KEPT IN OPERATION. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A MINIMUM. COORDINATE WITH EXISTING AND NEW CONSTRUCTION. PAY ALL NECESSARY FEES AND PERMITS. 4. IF NEW CONSTRUCTION DISRUPTS EXISTING UNDERGROUND SERVICES (GAS, SEWER, DOMESTIC WATER, FIRE SPRINKLER, ETC.), PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO MAINTAIN THEIR PROPER OPERATION. 5. CONTRACTOR IS RESPONSIBLE FOR UTILIZING OWNER APPROVED ROOFING CONTRACTORS FOR CUTTING AND PATCHING ROOF. 6. NOT USED. 7. CONTRACTOR SHALL INSTALL OWNER FURNISHED RTU CURB AND TEMPORARY COVER CURB PER ARCH DETAIL (IF USED). RTU'S SHALL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. CURB ADAPTOR (IF USED) SHALL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. RTU SHALL BE SET ON ROOF CURB. DO NOT SET RTU DIRECTLY ON ROOF. COORDINATE RTU INSTALLATION WITH WAL-MART CONSTRUCTION MANAGER AND AES AS REQUIRED FOR RTU/AHU CURB ADAPTERS. 8. REPLACE FILTERS ON NEW RTU NO MORE THAN ONE DAY PRIOR TO STARTING TEST BALANCE PROCEDURES. FILTERS SHALL BE 2" THICK EQUAL TO FARR 30/30. 9. LABEL RTU WITH 6" BLACK PERMANENT PAINT STENCIL AND LABEL SENSOR WITH 2" HIGH BLACK PERMANENT PAINT STENCIL. NUMBER THE SENSOR TO CORRESPOND WITH RTU IT CONTROLS. LOCATE LABEL FOR UNIT NEAR ITS DISCONNECT SO IT IS READABLE FROM ROOF HATCH. 10. IF RTUS ARE INSTALLED BEFORE ROOFING IS COMPLETED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH OCCURS DURING THE ROOFING PROCESS, INCLUDING TAR ON COILS. 11. ROOFTOP UNIT CONDENSATE SHALL BE ROUTED TO DRAIN WITH THE SLOPE OF THE ROOF. 12. MECHANICAL FAILURE OF NEW ROOFTOP UNITS PRIOR TO ACCEPTANCE BY OWNER, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR THROUGH WARRANTY AGREEMENT WITH MANUFACTURER. 13. IF APPLICABLE, COORDINATE ALL NEW GAS PIPING AND ROOF EQUIPMENT WITH EXISTING GAS PIPING, SKYLIGHTS, AND ROOF EQUIPMENT. FIELD VERIFY EXISTING CONDITIONS. 14. ROOFTOP UNITS BEING ADDED TO EXISTING ROOF STRUCTURE SHALL BE INSTALLED WHEN THE UNITS ARRIVE AT THE JOB SITE. REFERENCE ARCHITECTURAL/STRUCTURAL SHEETS FOR DETAILS. 15. NOT USED. 16. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH LIGHT FIXTURES TO PREVENT EXCESSIVE SHADOWING OF THE SALES OR STOCK FLOORS. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE. FIELD VERIFY STRUCTURAL CONDITIONS BEFORE FABRICATION OF DUCTWORK. 17. FLEXIBLE DUCT CONNECTIONS TO NEW OR RELOCATED DIFFUSERS AND GRILLES ARE PROHIBITED. INSPECT CONDITION OF EXISTING DUCT AND REPLACE DAMAGED DUCT WITH EQUIVALENT TYPE OF DUCT AS REQUIRED. 18. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE AREA. CONTRACTOR'S OPTION, ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY BE USED IN LIEU OF RECTANGULAR. INCREASE RECTANGULAR SHEET METAL SIZE AS REQUIRED FOR LINER. REFER TO SPECIFICATIONS FOR THE INSULATION THICKNESS. 19. DUCT SUPPORT AND GRILLE DETAIL IS APPLICABLE THROUGHOUT THE STORE. DO NOT USE FASTENERS THAT PENETRATE ROOF DECK. 20. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT THE STORE. 21. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER SMACNA PUBLISHED SEISMIC DETAILS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 22. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. KEY PLAN of III f .. SUtioi.A.AILI HELD ASP 1 = 100 -0 Dat{; EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 00 W N cn UY QQ XW a o m w uicn 0 d= U o d Z Q F,0 co Lu w cn o w C/) o w0-} U) Of ww f- w Wwwo O zwoz a-zc z¢ LL cnF-W z o zcn w o 0wWaz-z w ' w i=w o"po wo O w..Qda WQ U- Q <z Z t- W U~ H a Q z cnw Q Q w W Q zo n c ow o=oO n zr ozz'=zE--z Q D2liT5OZQ zoo§cooQz,EQo J UJ00U_, Ocn¢UZN QW wa zw owwoDLu o o_ a_ o<CL zwLU<,T- Z g cndZz_t0o-Qowa.up w z0oQDau-xW0ww0m Z) NI o 4A O CV WZ c, N MclA zo .QDO O s z 3 mm M J co W z O U 00 JC DRAWN BY: DCB Cl C::DZ 195 SC PROTO CYCLE: 00 0 08/17/16 ww o U) u N O z Lij LV UN r N C) O O F- 0 00 O Y) z Ouico D 2 z in O I ISSUE BLOCK CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE /: 47414 SIGNATURE-_,f: DATE: -Az, b SHEET: m 1 FOR SINGLE LARGE CLASSROOM WITH STANDALONE LENNOX CS7500 PROGRAMMABLE THERMOSTAT (# 131-115) THE SYSTEM SETUP FOR INDOOR SENSOR SETTINGS SHALL BE SET TO INTERNAL (OPTION #3). DISCHARGE AIR TEMP SENSOR. SHIPPED LOOSE WITH UNIT, INSTALLED BY CONTRACTOR). REF MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION. DOAS-1 ON ROOF 15.722 H r -- - -- - -- I RETURN AIR TEMPERATURE AND HUMIDITY SENSOR. (SHIPPED LOOSE WITH UNIT, INSTALLED BY CONTRACTOR). REF MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION. TS REFER TO SPLIT SYSTEMS MANUFACTURER INSTALLATION INSTRUCTIONS FOR ROUTING 4 OF LIQUID AND SUCTION LINES TO ROOF 3 MOUNTED CONDENSING UNITS, LINES SHALL MOUNT SPLIT SYSTEMS LOW BE KEPT AS STRAIGHT AS POSSBILE IN A ENOUGH BELOW STRUCTURE TO WORKMAN LIKE MANNER. (TYP ALL) ALLOW FOR EASE OF SERVICING. I I I CD 1011 360 M3 F - (TYP) CLASSROOM 1 C) CD 1011 360 10"o CD 8" 250 91 12 1 MECHANICAL CONTRACTOR TO PROVIDE ALL LOW VOLTAGE WIRING BETWEEN THERMOSTATS AND AIR HANDLING UNITS, CONDENSING UNITS AND TEMPERATURE SENSORS. I I CD CD 811 811 175 CLASSROOM 1.770 2 14 0 12"o CD EXISTING RTU -36 1off 10 TON ON ROOF CD 10"o 360 1011 r% in 360 10'.0 12"o RAG 8" 155 AH U2 IWE " IMMA 0 1 4 1 RAG 1011 360 S-AHU2 E-11 8"o —LI -17 CLASSROOM CD 1011 3 360 8"o15.705 8"o 8"o 10"o RAG RAG 811 811 150 155 8% RAG RAG 1 O1011 il C) CD 360360611 40 12'712" AHU'l 6"o or Ew- =HU 1 r5 S -AH U4 = HALLWAY 8'o 15.703 2 Sl TYP) CD F1 24"o 8"o 195 SC 811 07/29/16 8"o15.705 8"o 8"o 10"o RAG RAG 811 811 150 155 8% RAG RAG 1 O1011 il C) CD 360360611 40 12'712" AHU'l 6"o or Ew- =HU 1 r5 S -AH U4 = HALLWAY 8'o 15.703 2 Sl TYP) CD RAW 8"o 195 SC 811 07/29/16 DOCUMENT DATE: 08/17/16 1 210 RAG AH U4 6fl 20'718" rl 80 S-36 00 12'712" RELOCATED RELOCATE RAG RGW 10'" 24"/24" 560 MECHANICAL PLAN_ 1/41 = 1 1-011 10"o FOR SHARED CLASSROOMS WITH LENNOX CS7500 PROGRAMMABLE THERMOSTAT (#131-115) AND (2) ZONE SENSORS (47W37) THE SYSTEM SETUP FOR INDOOR SENSOR SETTINGS SHALL BE SET TO REMOTE 20k (OPTION #2). CD 811 170 16"o o"o RAG 811 10 150o CV 10"o S T r AHU3 RAG CD 1011 611 C) 360L------ -- J 100 3 AHU ABOVE CEILING. ( M3 M 3 TYP) f SAW 24'710" 700 COPYAPPROVEDOR - nevirwro It' -OR CC; U6jL C-y 1-0 v-Aj- OK IL; Date. Lu Luw Ly 0 U) Lu uj 0 w D D 0 w 0C/) W LLI LL 0 T 0 U) z Lu C) LL, a. z 0 z < D LL U) F- Lu 2 Z F-- 0 5 z U) w 0 F- o S I: LLJ 0 z LLI Lu W a- Lu F-- zLL0 w , LL < u 0 U) Li- Lu LLJ oLL 0oXwo z a_Q < Lu T- o Lu < a- UL13 < w oof wm H Ir w z z < x 0, 0 - 0 W= 5 (F,- < z C/) Lij D w<LL-xwLLW2 3 <-- ZOWWG 00WF-0=0LLI - CU -Z-(;;: (y Lu < LL, 0 0 0 zQ z 0 0;73 0 < Z = w< P z< j F- 0 -j 00 - 0 (-) Lu D < w W z w W U) C) o -j -j WI o 0 Fr 2DzC)w=-j P: Ln < z z E 0 P < a w m 5 F- w Z 0 0 < D x LL X W 0 W W D TU) ISSUE BLOCK 1 09/28/16 1ADD#1 CHECKED BY: ic DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGIN EF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE #: 4-- 14 MECHANICAL PLANS SHEET: M2 MIN. 1-1/2" HIGH DRAIN PAN WITH BOTTOM CONNECTED DRAIN PIPE SEAL DRAIN PAN WITH NEOPRENE WASHERS AT SUPPORT RODS SEE NOTE 6 DRAIN PAN WITH SIDE CONNECTED DRAIN PIPE NOTES: 7 SEE NOTE 5 SOLDER FLANGE TO INSIDE OF DRAIN PAN EQUIPMENT L L=W/4,4"MIN CRIMPED EDGE SEE NOTE 7 OVERFLOW DRAIN DRAIN PAN SEE NOTE 5 SOLDER DO NOT REDUCE PIPE SIZE FROM OUTLET TO DRAIN P NOTES: 1. SPIN -IN FITTINGS W/SCOOPS ARE NOT ACCEPTABLE 2. REF PLANS FOR RUNOUT SIZES. 3. 450 LEAD IN. BRANCH DUCT FITTING. NTS 07.31.15 1. CROSS BREAK BOTTOM OF SHEET METAL DRAIN PAN TO PROVIDE SLOPED DRAINAGE TO OUTLET. 2. SOLDER ALL JOINTS TO MAKE DRAIN PAN LEAK TIGHT. 3. SUSPEND DRAIN PAN WITH SUPPORT RODS ATTACHED TO BUILDING STRUCTURE. 4. FABRICATE DRAIN PAN FROM 20 GAUGE GALVANIZED SHEET METAL. 5. PROVIDE SHUTOFF VALVE AND CAP OUTLET IF FLOAT IS PROVIDED. 6. HEIGHT OF DRAIN PAN TO BE MINIMUM 1/2" GREATER THAN DIAMETER OF DRAIN PIPE FLANGE OR 1-1/2", WHICHEVER IS GREATER. 7. DRAIN PAN SHALL EXTEND MINIMUM 3" BEYOND EQUIPMENT ON ALL SIDES. CONDENSATE OVERFLOW DRAIN PAN NTS MECH2.1-5 SUPPORT PER MANUFACTURERS RECOMMENDATIONS. REF STRUCTURE. HANG FAN COIL UNIT FROM STRUCTURE WITH SPRING VIBRATION ISOLATORS AND ALL -THREAD ROD. STRUCTURE RETURN AIR DUCT SUPPORT DRAIN PAN FROM STRUCTURE INDEPENDENT OF FAN COIL UNIT. FAN COIL 3" MAXI TOP BEAM CLAMP TYP LOADS MUST BE NYLON WIRE TIE (PAN DUIT HUNG WITHIN 3" #BT4LH-1 OR EQUIVALENT) OF PANEL POINTS (TYPICAL) BOTTOM OF STRUCTURE L/ SUCTION LINE OPIPINGINSULATION / / TOP CHORD OF JOIST ROOF THREADED ROD TYP SCHEDULE 40 PVC PIPE AT EACH NYLON WIRE TIE, APPROX 10" LONG (INNER DIAMETER OF PVC PIPE APPROX. SAME AS OD OF INSULATION) LIQUID LINE PIPING INSULATION 1 5/8"x1 5/8" GALVANIZED TIGHT TO UNISTRUT P-1000, 6-0" UNISTRUT MAXIMUM ON CENTERS NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG FOR PIPING BEHIND CASES, UNISTRUT VERTICAL, WALL -MOUNTED HORIZONTAL HVAC REFRIGERANT LINE SUPPORT DETAIL NTS CONDENSING UNIT INSTALL PIPE PENETRATION CURB AND SEAL ALL AROUND WEATHERTIGHT FLEXIBLE CONNECTORS (TYP) REFRIGERANT LINES C SUPPLY AIR - E- DUCT n PROVIDE AUXILIARY DRAIN PAN, SEE NOTE 3 PROVIDE SEE NOTE 4 FLOOD DETECTOR SWITCH. SEE NOTE 3 CONDENSATE DRAIN AND P -TRAP RE: PLUMBING DRAWINGS NOTES: 1. ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. 2. EXTEND AUXILIARY DRAIN PAN MINIMUM 3" BEYOND UNIT ON ALL SIDES. 3. PROVIDE FLOOD DETECTOR SWITCH IN LOWEST LOCATION OF DRAIN PAN. INTERLOCK FLOOD DETECTOR SWITCH TO TURN OFF UNIT WHEN WATER IS PRESENT. 4. PROVIDE 3/4" NORMALLY CLOSED SHUTOFF VALVE WITH 3/4" HOSE CONNECTION AND CAP. HORIZONTAL DX FAN COIL UNIT DETAIL WITH CONDENSING UNIT ON ROOF NTS 03/30/12 TOP BEAM CLAMP TYP TOP CHORD OF JOIST 3" MAX ROOF LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS OF EXISTING STRUCTURAL JOISTS REFRIG-4 MECHANICAL SYMBOLS 18/12 RECTANGULAR DUCT 18" WIDE 0 W N ry coco BY 12" DEEP 12" 12" DIAMETER ROUND DUCT UY SUPPLY DUCT IN SECTION 08/17/16 RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES TEE WITH TURNING VANES W Q ROUND (OR OVAL) ELBOW cj o VOLUME/BALANCE DAMPER SUPPLY AIR DIFFUSER WITH Mo co W ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER C6 WITH ROUND DUCT x CD O DIFFUSER OR GRILLE TYPE BRANCH DUCT AND/OR NECK SIZE12" Q0 CFM450 0 OT UH1 THERMOSTAT SO TIMER S# TEMP SENSOR CONNECT TO EXISTING ETR EXISTING TO REMAIN FD FIRE DAMPER TEMPERATURE SENSOR ROOF 2"x2"x1/4" ANGLE OR 6fl 1 5/8"x1 5/8" UNISTRUT 611 HANGER STRAP THREADED ROD TYP 1" MIN. SHEET METAL SCREWS TYP RECTANGULAR DUCT "`-2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" UNISTRUT BOTTOM OF RECTANGULAR DUCT STRUCTURE—/ PERPENDICULAR TO STRUCTURE OPTIONAL ROUTING IN CONCEALED AREAS BOTTOM OF STRUCTURE TWIST STRAP 16 GAUGE G) BAND (2" WIC ROUND DUC_ rl "" UST BE THIN 3" POINTS ING RAL JOISTS 6" ROUND SUPPLY AIR DUCT LOAD RATED FASTENERS REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS @ 30 DEGREE ANGLE DOWN FROM HORIZONTAL IN STOCKROOM AREA AND @ 15 DEGREE ANGLE DOWN FROM HORIZONTAL IN SALES AREA, OF DUCT ON THE PLAN 60" MAX. RECTANGULAR DUCT PARALLEL TO STRUCTURE LOAD RATED FASTENERS ROOF 2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" 50 O UNISTRUT 0 \ O L6 DUCT SUPPORT BAND SAME SIZE AS STRAP PERPENDICULAR TO JOIST PARALLEL TO JOIST DUCT SUPPORT AND GRILLE NTS 02.24.12 MECH2-1A f gut ;xl 10 t -IE D W Sr;O Date:_ :x':~w_., w O w o WWoo>_ n 0 cn zwW zc zo w2Z o W cn E- i-- z cn w o 0 'j0Wz z 0 Lo!L WOpo w O w~aa aWQ_°m LL. x J za WU S r z W SQWQOW WWFa-zo n c oW ozoO WgZi:-Dozz=z-z awU00Q z O g'o, Ww_ <W= F—_zJU-ooLLcn0 QU w Q W W z~ J W w 0 0 0 < H ww co , _ yz z Qzz_F-Oawa-D wH =z0OQZ)TWxWUWw:D= U) f-0E0nwa_0wX=o cra in SA _ o Iiiz M o W zo ,_ Wzwz Z J N Q TiW w M J uj cn z O U 0 0 D a 0 0 IIS w 0 o co < JAM 1 w00Gg N t W co s.o o O C) C) 00 o u) D z w m z m O ISSUE BLOCK CHECKED BY: JC DRAWN BY: 0 W N ry coco PROTO: 195 SC PROTO CYCLE: UY DOCUMENT DATE: 08/17/16 W Q cj o Moco W C6 x O Q0U 0 aZ aU o m w O w o WWoo>_ n 0 cn zwW zc zo w2Z o W cn E- i-- z cn w o 0 'j0Wz z 0 Lo!L WOpo w O w~aa aWQ_°m LL. x J za WU S r z W SQWQOW WWFa-zo n c oW ozoO WgZi:-Dozz=z-z awU00Q z O g'o, Ww_ <W= F—_zJU-ooLLcn0 QU w Q W W z~ J W w 0 0 0 < H ww co , _ yz z Qzz_F-Oawa-D wH =z0OQZ)TWxWUWw:D= U) f-0E0nwa_0wX=o cra in SA _ o Iiiz M o W zo ,_ Wzwz Z J N Q TiW w M J uj cn z O U 0 0 D a 0 0 IIS w 0 o co < JAM 1 w00Gg N t W co s.o o O C) C) 00 o u) D z w m z m O ISSUE BLOCK CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE 47414 SIGNATUR DATE: SHEET: v0 W N r2U Q U Qg oryo co W U) O QS pU QO SZ UQ c) F- 0 0 0 W w > cn O U) W co of JQ'cr r W 0 > >o w0r>- A fl ( r W ww"0Q OD ZWU WZOZ2LL0Uzcn W p oxrwv z — r zw Wa_ rZLliof ScnLLwWOWop w Lu O W .. ~Q¢a a Lu M LL Q r JC) Q UwSD r cnw DQQ L Z a'wLi- w2 QrZOOwF-OSpOz=poZzz r z i— CSU Qr w Q=UOQ ZtiO2-mO Z Lu Z W r WdW NQZpWaVgJUwJWpOE3: p<hf- OQWiSa zcl0 v QZZF--torQOWMDp -w ZOOQDa_WXWUwWSS r0m00wm0wo:::] 0 ryQr 0 3M1 i i DCB CD C:::D Z cog PROTO CYCLE: O O DOCUMENT DATE: 08/17/16 o o 0 Q p N f N M W LU MW Q O Wz c/D W z WN L1J V zoo O00 O x¢ w s W = WLZJ N Z w O W J Z m VM pj D O I W cl) h z E3O U 0 JC i i DCB CD C:::D Z 195 SC PROTO CYCLE: O O DOCUMENT DATE: 08/17/16 W 0 Q N M O Q O W z WN L1J V O co N C) O00 O N U) M o Z O W m Z m O I ISSUE BLOCK CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE #: 47414 r SIGNATURE;= DATE:1 MECHANICAL DETAILS U Q H F- O U U) SHEET' DEDICATED OUTDOOR AIR HANDLING UNIT SCHEDULE MARK AAON MODEL # AREA SERVED SUPPLY FAN CFM ESP MTR IN) (HP) EXHAUST FAN VFD CFM ESP MTR VFD TH Y/N) (IN) (HP) (Y/N) (MBH) COOLING COIL PREHEAT SH EAT LAT TYPE INPUT MBH) (DB/WB) (DB/WB) KW HEATING COIL TYPE INPUT EAT LAT MBH (DB/WB) (DB/WB) ELEC SMOKE WEIGHT DETECTOR LBS MCA MOCP V/PH LOCATION DOAS-1 RQ-005-3-V-EA09-319: GCJC - DOA - QKD - GAA - ODEAOBE - EG - OOOOOOOTX ACADEMY 1,100 1.5 1.0 Y 1,000 0.50 0.5 Y 59.8 36.6 84/70 54/52 ELECTRIC 10.0 GAS 60.0 40/31 81/52 23 25 460/3 1 RA 1366 GENERAL INFORMATION (ALL UNITS): A-D,F AHU3/CU3 CLASSROOM #3 LENNOX CBX32MV-024/14HPX-02 410A 720 14.7 208/1 28/30 8 208/1 1. UNITS FURNISHED BY OWNER. INSTALLATION AND START UP BY CONTRACTOR. A-D,F AHU4/CU4 OFFICE/HALLWAY LENNOX CBX32MV-01 8/14HPX-01 8 410A 560 14.7 208/1 28/30 5 208/1 2. PROVIDE 2"MERV 8 FILTERS IN SUPPLY AIRSTREAM AND 2" MERV 8 FILTERS IN EXHAUST AIRSTREAM. A-E ALL ITEMS ON THIS SCHEDULE ARE OWNER FURNISHED AND GENERAL CONTRACTOR INSTALLED. 7-11 N/A CARNES ROUND NECK 3. PROVIDE WITH HEAT WHEEL FOR SPACE NEUTRAL SUPPLY AIR. 24 X 24 1. MINIMUM INLET PRESSURE 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER A. PROVIDE INSULATED REFRIGERATION PIPING PER MANUFACTURER'S RECOMMENDATIONS. 3. REGULATORS MUST BE 221.80/CSA 6.22 APPROVED. 4. UNITS ARE PROVIDED WITH HACR-TYPE RATED CIRCUIT BREAKER. NOTES: B. DIVISION 16 CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR EVAPORATOR SECTION AND CONDENSING SECTION. A. FURNISHED WITH INTERNAL RELIEF VALVE. O B. PROVIDE WITH VENT PROTECTOR FOR OUTDOOR USE. 5. UNITS ARE PROVIDED WITH SINGLE POINT POWER AND GAS ENTRY CONNECTIONS. C. FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. D. APPLICABLE FOR 2PSIG GAS SYSTEMS. D. INDOOR AIR HANDLING UNIT IS FURNISHED WITH FACTORY SINGLE POINT POWER KIT M# LB-82009CA. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON 6. ROOF CURB FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. ELECTRICAL DRAWINGS. POWER SHALL BE SINGLE -POINT CONNECTION. 04.24.15 ALUMINUM) E. UNIT IS FURNISHED WITH WALL MOUNTED THERMOSTAT #131-115 AND LOCKING GUARD COVER #39P21 BY UNIT MANUFACTURER. 7. MAKE FINAL COMPRESSOR WIRING TERMINATIONS ON ROTATION -SENSITIVE COMPRESSORS. SEFA CEILING DIFFUSER F. UNIT IS FURNISHED WITH WALL MOUNTED THERMOSTAT #13H15 (CS7500), LOCKING GUARD COVER #39P21, AND (2) INDOOR WALL SENSOR #47W37 BY UNIT MANUFACTURER. 8. UNITS ARE PROVIDED WITH FACTORY INSTALLED CONVENIENCE RECEPTACLE. SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK 9. INSTALL ANCHOR BRACHETS FURNISHED BY AES INDUSTRIES, INC. CONTACT: CHAD BURT AT 1 (800) 786-0402 REF C, D, E, I ALUMINUM) TMRA-AA 10. SMOKE DETECTORS ARE FACTORY INSTALLED. SSAA (KXRA) CEILING DIFFUSER MOUNT DRAWINGS 11. DISCHARGE AIR SENSOR IS SHIPPED LOOSE WITH EQUIPMENT FOR INSTALLATION BY CONTRACTOR. SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK 12. RETURN AIR TEMPERATURE AND HUMIDITY SENSOR IS SHIPPED LOOSE WITH EQUIPMENT FOR INSTALLATION BY CONTRACTOR. 24 X 24 C, D, E, Q TDCA-AA NOTES: SKEA CEILING DIFFUSER UNITS ARE FURNISHED WITH FACTORY INSTALLED CONTROLS THAT COMMUNICATES VIA BACNET PROTOCAL. SUPPLY AIR TITUS EH.PRICE CARNES ROUND NECK CLASSROOM UNIT SCHEDULE (OWNER FURNISHED) REGULATOR SCHEDULE MANUFACTURER CAPACITY BODY SIZE RANGE MODEL INLET-OUTLET CFH) NUMBER ( INCHES) SPRING MINIMUM RANGE ORIFICE IN WC) (IN) EVAPORATOR SECTION ELECTRIC CONDENSING SECTION SMOKE A,D,E 576-880 B -31R 11/4-11/4 HEATING INPUT ITRON CONDENSER DETECTOR 881 -1920 B-34SR 2-2 6-9 7/8x1 MARK AREA SERVED MANUFACTURER MODEL REFRIGERANT CFM SEER/COP V/PH MCA/MOCP KW) V/PH MCA/MOCP LOCATION NOTES AHU1/CU1 CLASSROOM #1 LENNOX CBX32MV-024/14HPX-024 410A 720 14.7 208/1 28/30 8 208/1 17.9/30 RA i A-E AHU2/CU2 CLASSROOM #2 LENNOX CBX32MV-024/14HPX-02 ! 410A 720 14.7 208/1 28/30 8 208/1 17.9/30 RA A-D,F AHU3/CU3 CLASSROOM #3 LENNOX CBX32MV-024/14HPX-02 410A 720 14.7 208/1 28/30 8 208/1 17.9/30 RA A-D,F AHU4/CU4 OFFICE/HALLWAY LENNOX CBX32MV-01 8/14HPX-01 8 410A 560 14.7 208/1 28/30 5 208/1 12.2/20 1 RA A-E ALL ITEMS ON THIS SCHEDULE ARE OWNER FURNISHED AND GENERAL CONTRACTOR INSTALLED. 7-11 N/A CARNES ROUND NECK NOTES: 24 X 24 1. MINIMUM INLET PRESSURE 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER A. PROVIDE INSULATED REFRIGERATION PIPING PER MANUFACTURER'S RECOMMENDATIONS. 3. REGULATORS MUST BE 221.80/CSA 6.22 APPROVED. ASCD NOTES: B. DIVISION 16 CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR EVAPORATOR SECTION AND CONDENSING SECTION. A. FURNISHED WITH INTERNAL RELIEF VALVE. O B. PROVIDE WITH VENT PROTECTOR FOR OUTDOOR USE. C. UNIT IS FURNISHED WITH LOW AMBIENT KIT. C. FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. D. APPLICABLE FOR 2PSIG GAS SYSTEMS. D. INDOOR AIR HANDLING UNIT IS FURNISHED WITH FACTORY SINGLE POINT POWER KIT M# LB-82009CA. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON SURFACE ELECTRICAL DRAWINGS. POWER SHALL BE SINGLE -POINT CONNECTION. 04.24.15 ALUMINUM) E. UNIT IS FURNISHED WITH WALL MOUNTED THERMOSTAT #131-115 AND LOCKING GUARD COVER #39P21 BY UNIT MANUFACTURER. AMD SEFA CEILING DIFFUSER F. UNIT IS FURNISHED WITH WALL MOUNTED THERMOSTAT #13H15 (CS7500), LOCKING GUARD COVER #39P21, AND (2) INDOOR WALL SENSOR #47W37 BY UNIT MANUFACTURER. NATURAL GAS PRESSURE REGULATOR SCHEDULE MANUFACTURER CAPACITY BODY SIZE RANGE MODEL INLET-OUTLET CFH) NUMBER ( INCHES) SPRING MINIMUM RANGE ORIFICE IN WC) (IN) NOTES ROUND 0-575 B -42R 3/4-1 5.5-9 1/2x9/16 A,D,E 576-880 B -31R 11/4-11/4 4-9 1/2ITRON WMRS25 881 -1920 B-34SR 2-2 6-9 7/8x1 2. GAS PIPE SIZES REFLECT A MAXIMUM 10'-0" PIPE LENGTH FROM REGULATOR TO APPLIANCE. 3. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. 0-439 B - 42R 3/4-1 8-14 1/2 x 9/16 A,C,D,E 440-674 B - 31R 1 1 /4 - 1 1/4 8-12 1 /2ITRON SISNEROS TMS 675-1674 B - 34SR 2 - 2 8.5-12.5 7/8 x 1 CEILING DIFFUSER MAXITROL 0-425 325 - 5L 3/4-1 7-11 N/A B,C,D 426-1250 325 - 7AL 1 1/4-1 1 /2 7-11 N/A NOTE: CARNES SKFA ROUND NECK CEILING DIFFUSER 0-320 325 - 5L48 3/4 7-11 N/A B,C,E 321 -465 325 - 51_600 1 7-11 N/AMAXITROL SUPPLY AIR 466-1250 325 - 7AL201 D 1 1/4-1 1 /2 7-11 N/A CARNES ROUND NECK GENERAL INFORMATION (ALL REGULATORS): 24 X 24 1. MINIMUM INLET PRESSURE 1.5 PSI; SET OUTLET PRESSURE TO 7 INCHES WATER COLUMN UNLESS NOTED OTHERWISE. 2. VERIFY CAPACITY SHOWN ON PLANS WITH CAPACITY SCHEDULED FOR EACH REGULATOR MANUFACTURER BEFORE ORDERING. CAPACITIES VARY BETWEEN MANUFACTURERS. 3. REGULATORS MUST BE 221.80/CSA 6.22 APPROVED. ASCD NOTES: CEILING DIFFUSER A. FURNISHED WITH INTERNAL RELIEF VALVE. O B. PROVIDE WITH VENT PROTECTOR FOR OUTDOOR USE. CD4 C. FOR MUNTERS UNIT USE SPRING RANGE TO SET OUTLET PRESSURE AT 11 INCHES OF WATER COLUMN. D. APPLICABLE FOR 2PSIG GAS SYSTEMS. CARNES E. APPLICABLE FOR 5PSIG GAS SYSTEMS. SURFACE CONTACT INFORMATION: ITRON-MIDWEST GAS EQUIPMENT, INC: 1-877-962-8808; MAXITROL 1-248-356-1400. 04.24.15 VOLUME/BALANCE DAMPER SCHEDULE TYPE GAS PIPE SIZE MANUFACTURER/MODEL DRAIN ROUND AES RUSKIN OF REGULATOR SISNEROS 3/4" WMVCD WMRS25 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. BROTHERS 2. GAS PIPE SIZES REFLECT A MAXIMUM 10'-0" PIPE LENGTH FROM REGULATOR TO APPLIANCE. 3. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. REFERENCE CONDENSATE DRAIN/SUPPORT DETAIL. SBWM-VCD RECTANGULAR AES RUSKIN SISNEROS TMS AMD4 WMD25 CEILING DIFFUSER BROTHERS W o CD1 SUPPLY AIR SBR-VCD NOTE: CARNES SKFA ROUND NECK CEILING DIFFUSER NO SUBSTITUTIONS ALLOWED, REFER TO SPECIFICATION FOR ACCESSORIES 12 X 12 CONTACTS: CD2 24 X 24 AES - (800) 786-0402 SUPPLY AIR TITUS RUSKIN - (816) 761-7476 CARNES ROUND NECK SISNEROS BROTHERS - (800) 499-0106 24 X 24 C, D, E 05.25.07 ALUMINUM) TMS -AA ROOFTOP EQUIPMENT PIPING RUNOUT EQUIPMENT CONDENSATE GAS PIPE SIZE STYLE DRAIN DOWNSTREAM NOTES SIZE OF REGULATOR DOAS 3/4" 3/4" GENERAL INFORMATION: 1. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT. REFER TO ROOF PLAN FOR COMBINED LINES SIZES. 2. GAS PIPE SIZES REFLECT A MAXIMUM 10'-0" PIPE LENGTH FROM REGULATOR TO APPLIANCE. 3. CONDENSATE PIPE SIZE IS DOWNSTREAM OF 4" REDUCER. REFERENCE CONDENSATE DRAIN/SUPPORT DETAIL. 07.29.11 O U) AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES DOCUMENT DATE: Q MODEL U W Q CD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 B, D, E W TMS SCD SFTB CEILING DIFFUSER O W o CD1 SUPPLY AIR TITUS TDC E.H. PRICE SMD CARNES SKFA ROUND NECK CEILING DIFFUSER SURFACE MOUNT 12 X 12 B, D, E, U CD2 24 X 24 CD3 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 C, D, E ALUMINUM) TMS -AA ASCD SFAB CEILING DIFFUSER O CD4 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE 24 X 24 C, D, E, U ALUMINUM) TDC-AA AMD SEFA CEILING DIFFUSER MOUNT CD5 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE REF C, D, E, I ALUMINUM) TMRA-AA ARCD SSAA (KXRA) CEILING DIFFUSER MOUNT DRAWINGS CD6 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 C, D, E, Q TDCA-AA AMD SKEA CEILING DIFFUSER CD7 SUPPLY AIR TITUS EH.PRICE CARNES ROUND NECK LAY -IN 24 X 24 B, D, E, Q TDCA SMDA SKTJ CEILING DIFFUSER CD8 SUPPLY AIR HART & COOLEY ROUND NECK LAY -IN 24 X 24 B, D, R, S FPD3 CEILING DIFFUSER SAW SUPPLY AIR TITUS E.H. PRICE CARNES DUCT MOUNTED SURFACE REF B, E, F, I 30ORS 520DS RTDBV WALL REGISTER MOUNT DRAWINGS SAW1 SUPPLY AIR TITUS E.H. PRICE CARNES PLENUM SLOT SURFACE REF C, D, E, K SLOT DIFFUSER FL -20 -JT JS -220 CDFMC DIFFUSER MOUNT DRAWINGS SAW2 SUPPLY AIR TITUS E.H. PRICE CARNES LINEAR BAR REF C, D, E LINEAR BAR CT -540 LBPH25B CCNB DIFFUSER DRAWINGS SLV SUPPLY AIR TITUS E.H. PRICE LINEAR VANE SURFACE REF C, D, E LINEAR VANE LL -1 LV1 DIFFUSER MOUNT DRAWINGS DB1 SUPPLY AIR AES DROP BOX A, G, H ADB -6-25 DIFFUSER DB2 SUPPLY AIR AES DROP BOX A, G, H ADB -6-10 DIFFUSER D133 SUPPLY AIR AES DROP BOX A, G, H ADB -6-20 DIFFUSER DB4 SUPPLY AIR AES DROP BOX A, G, H ADB -1-20 DIFFUSER DB5 SUPPLY AIR AES DROP BOX A, G, H ADB -1-10 DIFFUSER DB6 SUPPLY AIR AES DROP BOX A, G, H ADB -1-5 DIFFUSER DB7 SUPPLY AIR AES DROP BOX A, G, H ADB -1-8 DIFFUSER DB8 SUPPLY AIR AES DROP BOX A, G, H ADB -1-12 DIFFUSER FPT FAN POWERED TITUS E.H. PRICE CARNES VARIABLE VOLUME L, M, N, P TERMINAL ATQP02-08 FEV -20-08 ASEG-08-B PARALLEL FLOW TGW TRANSFER AIR TITUS 33RL E.H. PRICE 91 L CARNES RSHAH FIXED BLADE WALL GRILLE SURFACE MOUNT REF DRAWINGS B, E RGW RETURN AIR B, E TGW1 TRANSFER AIR TITUS 63FL E.H. PRICE 99L CARNES RAJMH FIXED BLADE WALL GRILLE SURFACE MOUNT REF DRAWINGS C, E RGW1 RETURN AIR C, E TG TRANSFER AIR TITUS 50F TYPE 3) E.H. PRICE 80 CARNES RAPAH 1/2" EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E RAG RETURN AIR C, E, F EAG EXHAUST AIR C, E, F TG1 TRANSFER AIR TITUS 50F TYPE 1) E.H. PRICE 80 CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 12 X 12 C, E RAG1 RETURN AIR C, E, F EAG1 EXHAUST AIR C, E, F, I TG2 TRANSFER AIR TITUS 50F TYPE 1) E.H. PRICE 80 CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 24 X 24 C, D, E RAG2 RETURN AIR C, D, E, F EAG2 EXHAUST AIR C, D, E, F, I TG3 RETURN AIR REMOVABLE GRILLE) TITUS 50FF TYPE 3) E.H. PRICE 80FF CARNES RAPAF 1 1/2" EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E, F, J RAG3 C, E, F, J EAG3 C, E, F, J RAG4 RETURN AIR HART & COOLEY 1/2" EGGCRATE LAY -IN 24 X 24 C, F, R, S REST CEILING GRILLE SRD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK NONE VARIES B, D, T XC -310 RID SSDB ROUND DIFFUSER GENERAL INFORMATION (ALL DEVICES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. NOTES: A. 6 -WAY (DB1-DB3) OR 4 -WAY (DB4-DB8) THROW UNLESS SHOWN OTHERWISE WITH FLOW ARROWS ON PLAN. B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. E. STANDARD WHITE FINISH. F. PROVIDE NECK FOR DUCT CONNECTION. G. DROP BOX DIFFUSERS FURNISHED BY OWNER INSTALLED BY CONTRACTOR. REFERENCE SPECIFICATIONS. H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM. I. PROVIDE MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK. J. PROVIDE WITH FASTENERS FOR COMPLETE (NON -HINGED) REMOVABILITY OF GRILLE. DO NOT PROVIDE FILTER UNLESS NOTED OTHERWISE. K. TWO 2" SLOTS WITH MANUFACTURER'S INSULATED PLENUM (TITUS FBP1, PRICE JSPI, CARNES CXPC). L. SET PRIMARY AIR MINIMUM TO 40 CFM AND MAXIMUM TO 300 CFM. M. ELECTRICAL INFORMATION: 3 KW ELECTRIC HEAT, 277V SINGLE PHASE, AND FACTORY MOUNTED DISCONNECT. N. UNIT HEAT SHALL BE CONTROLLED BY MANUFACTURER'S REMOTE MOUNTED 24V THERMOSTAT. REFERENCE PLANS FOR THERMOSTAT LOCATION. P. PROVIDE FACTORY -INSTALLED, PRESSURE INDEPENDENT, ELECTRONIC CONTROL PACKAGE WITH FACTORY INSTALLED CONTROL POWER TRANSFORMER. FIS. Q. REFER TO PLANS FOR DIRECTIONAL ARROWS INDICATING CFM THROWS FOR PROPER GRILLE SELECTION. ' q " f CODE WWlkii315 .s'.d f?'41 f.,.Nrbi p R. FIXTURES SUPPLIED BY HJC (HAINES, JONES & CADBURY); CONTACT CUSTOMER SERVICE (800) 459-7099. S. STANDARD BLACK FINISH. T. GRAY FINISH. Date:°% hU. PROVIDE CEILING TRANSITION REGISTER BOX WITH 16, OR 24 PLATE FOR ROUGH -IN. 01.27.12 MON A Lu w }ui o cn w U W J W W F -a p zLL1Uzoa goz¢ LL cni-w f zu) w o Oji=wU zs -F- w w a 5 F- Z w z S w - QUO Q LL1wpOpW U wo m W< U)OZQ W WUUS W>- z ¢HZ8) Lu owWo- pO3uiz=:oz2=z z U`QrW'W ¢ wUOp¢ Z2LL zzQ zo QwwgzL0OWQi. DZN a o<Z°Q3=25Z g zo0Q uu-XowUww= U 02000m0wof:3 (If Q¢F r DRAWN BY: 0 UJ N co c-::)Uz Y PROTO CYCLE: U - Lu DOCUMENT DATE: Q o U W Q Qw o p D] M w 0 W IU6 Q 0 U) O W o Q= L Lj o 0 U0 W -,C j Qz Q Lr.' M o0CDCD Lu w }ui o cn w U W J W W F -a p zLL1Uzoa goz¢ LL cni-w f zu) w o Oji=wU zs -F- w w a 5 F- Z w z S w - QUO Q LL1wpOpW U wo m W< U)OZQ W WUUS W>- z ¢HZ8) Lu owWo- pO3uiz=:oz2=z z U`QrW'W ¢ wUOp¢ Z2LL zzQ zo QwwgzL0OWQi. DZN a o<Z°Q3=25Z g zo0Q uu-XowUww= U 02000m0wof:3 (If Q¢F O Z DRAWN BY: DCB c-::)Uz 195 SC PROTO CYCLE: O DOCUMENT DATE: 08/17/16 o W Q N M 0 W IU6 Q NC9 U) O c=D o L Lj o pw W -,C j 3yy Lr.' M 7 J M O7 O lu U) z E3O U O JC DRAWN BY: DCB c-::)Uz 195 SC PROTO CYCLE: O DOCUMENT DATE: 08/17/16 w0 u Q N M ZWWW cr N M C'4 DC) O U) 0 00 o z C`7 pw m 2 z m O I ISSUE BLOCK I CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE: 47414 SIGNATUR . DATE: X21 MECHANICAL SCHEDULES EET: moon l L 0 w Nco U) YU Lli Q w Q O OD7co Lu U O O< 2a Q= DU O Z QU o0ti0 w w w } U) O W 0 0 D0 w0F->- x F_ w Lu Lu L O ()fOzw_ 0-z0z LL cn r- w i z i- O O z cn W D F- OQ PwU(tZ f- Zw w®- E-Z LU uLL ) L.wWO0O2wo O w .. r-QQif wQU)pm F- -jOZQXxUoSd>- LL a.a Q0 0=>0-ry¢ z cnw D Lu LL LL, ww5 I_ zow 000 OTO0gZ= DO z z u)= z- z 1- Q w U 0 0 QZEOOOL:<ZXQP QD UJOo.LOX0O U QwWdLuFpwO ZN ZWOwOd. 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NAME- Scott J Jack LICENSE: 47414 SIGNATURE: DATE•ef 22 SHEET: W 0 n D W N co W Y PROTO CYCLE: ULu 2i - O Q LL LU zQLy=UUd>- 0E-O>'afQ Z Z;DOzzC/)SZF-z U 0 Q W F— O m c) WH rc w tL WO ry ZF-to'-<OWdD-W Z OQ:DXWXW0WWDS O O O 00 C%q T- O 0 F- yz UQ 00ti0 W W W Y (n 0 D > >o w0 U) n D fr_ LuWWL-O O ZWU MZOZ< W w wn-W2z 00zcn o f-wLIJ z PROTO CYCLE: LLJ sowwwoao wo O UOm LL LU zQLy=UUd>- 0E-O>'afQ Z Z;DOzzC/)SZF-z W w=Qr'ZwxoowOp 0 F— Z10ff80E- rfy-Z UJO0-wof0~ UQw Q W W2z-JF-U) J yJ C)OE'S rc ou'p—W<' 2DZffwm tL WO ry ZF-to'-<OWdD-W Z OQ:DXWXW0WWDS Uocna.OwG Jwy-<F- 00 JC DRAWN BY: DCB 0 oz 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 W o 0 z rc W ou tL WO ry N C M N CD O O 00 C%q O 0 0 W m Z m O ISSUE BLOCK CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME:_ Scott J Jack LICENSE: 47414 SIGNATUR DATE: 10do] aim SHEET: SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE FIXTURE DESCRIPTION MANUFACTURER/CATALOG NUMBER WHA WATER HAMMER ARRESTOR CONFORM TO PDI WH -201, ANSI Al 12.26.1 M, ASSE 1010. NOTES JOSAM SERIES 75000 PRECISION PLUMBING PRODUCTS STAINLESS STEEL #316 SERIES WATTS SS SERIES WILKINS MODEL 1250XL SERIES LIGHT DUTY ADJUSTABLE CAST IRON WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. JAY R. SMITH HYDROTROLS SIOUX CHIEF HYDRA -RESTER VALVES FULL PORT BRASS BALL VALVE WITH PLASTIC JACKETED LEVER TYPE HANDLE. CW RED -WHITE 5044AB OR 5049AB APOLLO SERIES 70LF CRANE LF9210 SERIES WATTS FBV-3C OR FBVS-3C NIBCO FP -600-A DOUBLE-CHECK VALVE BACKFLOW PREVENTER INCLUDE TWO INDEPENDENT -ACTING CHECK VALVES, TWO SHUT-OFF VALVES, AND REQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. SERVICE WATTS LF007QT OR LF709 BEECO FDC -LF FEBCO LF850 WILKINS 350XL OR 950XLT2 REDUCED PRESSURE BACKFLOW PREVENTER PROVIDE STRAINER, SHUT-OFF VALVES AND TEST COCKS: INSTALL DRAIN LINE WITH AIR GAP ASSEMBLY TO RECEPTOR APPROVED BY AUTHORITY HAVING JURISDICTION. MINIMUM 175 PSI WORKING PRESSURE. STERN- WATTS 009QT OR 909 BEECO FRP-LF FEBCO LF860 WILKINS 375XL OR 975XL TRAP PRIMER SINGLE TRAP) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. SINK PRECISION PLUMBING PRODUCTS PRIME -RITE OR OREGON #1 SIOUX CHIEF 695 TRAP PRIMER MULTIPLE TRAPS) PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, GASKETED ACCESS COVER, AND MULTIPLE TRAP CAPABILITY WILLIAMS PRECISION PLUMBING PRODUCTS PRIME -RITE OR OREGON #1 MIFAB M-500 JOSAM 88300 SIOUX CHIEF SERIES 695 LOCKABLE SHUT OFF VALVES BRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. LIGHT DUTY, ACID RESISTANT, WHITE PVC FLOOR SINK WITH 12" SQUARE WHITE PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDLE. REF PLANS FOR LOCATIONS WHERE FULL GRATES ARE SPECIFIED. RED -WHITE 5042 APOLLO SERIES 70LF-100 CRANE LF -T-255 WATTS LFB-6000 OR LFB-6001 WITH OPTIONAL LOCKING HANDLE WITH OPTIONAL LOCKING HANDLE(OVLH) CHECK VALVES BRASS JACKET WITH PLASTIC VALVE ASSEMBLY FAUCET: CHICAGO 897 -CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLY ARMS USING (2) RED -WHITE 232 APOLLO SERIES 61-100 CRANE 119J WATTS 6 NIBCO T-413 STRAINER CAST BRONZE Y -STRAINER WITH BALL VALVE TZURN Z-1926 WATTS LF777SI APOLLO 59-004-06 GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 11.22.13 PLUMBING FIXTURE SCHEDULE ALL PRODUCTS ON THIS SCHEDULE ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK FIXTURE BRANCH SIZES (MIN.) MANUFACTURER CATALOG TRIM NOTES FD1 CI) LIGHT DUTY ADJUSTABLE CAST IRON WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. 1" 1" NUMBER JOSAM 30000 1 1/4" 1 1/2" CW HW WASTE VENT SS1 SERVICE 3/4" 3/4" 3" 2" STERN- SB -800 CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, B ZURN Z415B SINK FD4 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 6" SQUARE NICKEL BRONZE RING AND FASTENED GRATE. U SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 WILLIAMS POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN HOSE, BRACKET AND MOP HANGER. SMITH/ACO 9931/9870-425-GHD/9936 I ZURN Z886-HD/RFG/Z-887-HD FIAT TSB -200, ACORN TSH -24 LIGHT DUTY, ACID RESISTANT, WHITE PVC FLOOR SINK WITH 12" SQUARE WHITE PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDLE. REF PLANS FOR LOCATIONS WHERE FULL GRATES ARE SPECIFIED. TERRAZZO) SIOUX CHIEF 861 FS2 LIGHT DUTY PVC EXTENDED SUMP FLOOR SINK WITH 9" DIAMETER SOLID PVC COVER, 4" BACKWATER VALVE WITH SLEEVE AND LID AND REMOVABLE ACCESS COVER. FAUCET: CHICAGO 897 -CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLY ARMS USING (2) FS30 24" x 24" x 12" JAY R. SMITH 3200 TZURN Z-1926 JOSAM 49420 CLEANOUTS FC01 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 852 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ ETERNA CARTRIDGES & SPRING CHECKS HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, ACORN KH36 JOSAM 55000 WATTS CO -200 -RX -4 WADE 60002 FCO2 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY NICKEL BRONZE TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. MOP HANGER: STERN WILLIAMS T-40, FIAT 889 -CC, ACORN KMH ZURN Z1400 SIOUX CHIEF 851 FMIFAB C1100 JAY R. SMITH 4111 JOSAM 55000 -1 -SD SS4 SERVICE 3/4" 3/4" 3" 2" STERN- HL -1810 -LB CHROME PLATED FAUCET WITH INTEGRAL CHECK VALVES, B SINK SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472TWILLIAMS WATTS CO -590 -RD HOSE, BRACKET AND MOP HANGER. CO/ WCO FIAT TSB -3000, ACORN TDF -24 -SSC -LB CI) TERRAZZO) SIOUX CHIEF 873 MIFAB C1450 JAY R. SMITH 4420 FAUCET: CHICAGO 897 -CP (DISCARD STANDARD SUPPLY ARMS & CONNECT (2) GCJKCP SUPPLY ARMS USING (2) WATTS CO -380 -RD 24" x 24" X 12" YCO CAST IRON FERRULE AND PLUG, DURA -COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND EXTRA HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL -PROOF SCREWS. ZURN Z1449 / Z1474 MIFAB C1230 / C1300 -MF 6" DROP FRONT JOSAM 58850 WATTS CO -300 -MF / CO -380 WADE W-6000 / W -8300 -MF 897-020JKRCF ADAPTERS), ZURN Z843M1-CS, T&S BRASS B-0665-BSTP W/ ETERNA CARTRIDGES & SPRING CHECKS HB2 3/4" COLD WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND METAL WHEEL HANDLE. MOUNT 42"AFF (UNLESS NOTED OTHERWISE). WOODFORD 24 ACORN 8121 FPRIER C-155 HOSE/BRACKET: STERN WILLIAMS T-35, FIAT 832 -AA, ACORN KH36 MOP HANGER: STERN WILLIAMS T-40, FIAT 889 -CC, ACORN KMH WOODFORD 24 1 ACORN 8121 1 PRIER C-255 HB30 3/4" HOT AND COLD WATER POLISHED CHROME FINISH MIXING HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND STOP AND CHECK VALVES. MOUNT AT 42"AFF (UNLESS NOTED OTHERWISE). S4 SINK 1/2" 1/2" 2" 1 1/2" DAYTON D-11719 3 HOLES, 2.2 GPM FLOW RESTRICTOR AND AERATOR C,D 1 CHICAGO 387 1 -COMPARTMENT FPMHB 3/4" HOT AND COLD WATER FREEZE PROOF MIXING HOSE BIBB WITH BRASS HINGED BOX, LOOSE TEE KEY, HOSE CONNECTION AND INTEGRAL VACUUM BREAKER. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. WOODFORD HCB67 BY ELKAY WADE 8606HC WATTS HY-700 JR SMITH 5560QT STAINLESS STEEL ZURN Z1325 FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TEE KEY. WOODFORD B65 JOSAM 71000 WADE 8600,175 PRIER C-634BX FAUCET LEAD FREE: ELKAY LK -1000, KOHLER K15071 -P, DRAIN: ELKAY LK -35, KOHLER K8801 JR SMITH 5509QT YH 1" COLD WATER YARD HYDRANT, BURY DEPTH TO EXCEED LOCAL FROST DEPTH. PROVIDE QUICK CONNECT COUPLING. WOODFORD Y2 P ,-j V D I L E C - L40 LAVATORY 1/2" 1 1/2" 1 1/2" KOHLER K-2005 FAUCET: SPEAKMAN SC -3084 CENTERSET FAUCET, G, H T) AMERICAN 0355.012 GRID STRAINER WITH TAILPIECE, P -TRAP WITH CLEANOUT, STANDARD STOP VALVES, SS BRAIDED WATER SUPPLIES AND ESCUTCHEONS. PROVIDE THERMOSTATIC MIXING VALVE FOR L41. CARRIER: JOSAM 17100 (FLOOR MOUNT), WADE W-520 (FLOOR MOUNT) TOTO LT307.4 L41 LAVATORY 1/2" 1/2" 1 1/2" 1 1/2" KOHLER K-2005 F, G, H AMERICAN 0355.012 OR JOSAM 17120 (WALL MOUNT). STANDARD LAVATORY ENCLOSURE: TRUEBRO LAV -SHIELD 2018 L41 ASSE 1070 THERMOSTATIC MIXING VALVE: ZURN ZW3870XLTTOTOLT307.4 SET TO 105°F. PVB2 PRESSURE WATTS LF008PCQT LEAD FREE HIGH -HAZARD ANTI -SIPHON, ANTI -SPILL VACUUM BREAKER VACUUM BREAKER AND INLET AND OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1056. PVB30 PRESSURE WATTS LFN36N1 LEAD FREE BRASS WATER SERVICE VACUUM RELIEF VALVE VACUUM BREAKER OUTLET SHUT-OFF VALVES. CONFORM TO ASSE 1020 ZURN 12-VR10XL APOLLO 37-LF202-01 PRV WATER WATTS LF223 LEAD FREE BRONZE BODY VALVE WITH SHUT-OFF VALVES FOR SIZES PRESSURE UP TO 2-1/2", CAST IRON BODY FOR 3" AND ABOVE. MAXIMUM REGULATOR OPERATING PRESSURE OF 200 PSI. CONFORM TO ASSE 1003. WILKINS 500XL TMV THERMOSTATIC 3/4" 3/4" LAWLER 570 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, INTEGRAL VALVE CHECK VALVES, LIMIT STOP SET AT 105 OF UNLESS NOTED OTHER- WISE. MINIMUM FLOW RATE 0.5 GPM. CONFORM TO ASSE 1017/1070. LEONARD 370 -LF TMV30 THERMOSTATIC LAWLER 802 LEAD FREE HEAVY CAST BRONZE BODY VALVE, ROUGH BRONZE MIXING FINISH, BIMETAL THERMOSTAT OR THERMAL MOTOR, CHECK VALVE STOPS WITH STRAINERS, AND LIMIT STOP SET, FIELD SET AT TEMPERATURE INDICATED ON PLAN. MIN FLOW RATE 2.0 GPM. CONFORM TO ASSE 1017. LEONARD TM-186-5015-PRV GENERAL INFORMATION (ALL FIXTURES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. 2. SUBSTITUTIONS NOT PERMITTED. REF SPECIFICATIONS FOR APPROVED MANUFACTURERS OF THE FOLLOWING TRIM AND ACCESSORIES; P -TRAP WITH CLEANOUT PLUG AND SINK CONTINUOUS WASTES: POLISHED CHROME -PLATED TUBULAR BRASS, 17 GAUGE, WITH BRASS NUTS AND SLIP INSERTS. SS BRAIDED WATER SUPPLY: FLEXIBLE BRAIDED STAINLESS STEEL (SS) OUTER SHEATHING WITH REINFORCED PVC INNER TUBING. STOP VALVES: CHROME PLATED BRASS, QUARTER TURN ANGLE STOP VALVES. NOTES: A. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. B. INSTALL MOP SINK FAUCET AT 32" AFF AND LOCATE TWO MOP HANGER BRACKETS SIDE BY SIDE NEAR MOP SINK. C. INSTALL FURNISHED TMV UNLESS SERVED WITH TEMPERED WATER OR NOTED OTHERWISE ON PLUMBING DRAWINGS. SET AT 120° F. D. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. HOLD ALL EXPOSED PIPING HIGH AS POSSIBLE. E. REFER TO OWNER PROVIDED EQUIPMENT INFORMATION FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. F. INSTALL FURNISHED THERMOSTATIC MIXING VALVE. G. INSTALL FURNISHED 1/2" X 2 1/2" STAILESS STEEL SIMPSON WEDGE -ALL ANCHORS FOR ALL FIXTURES H. CONTRACTOR TO COORDINATED THE REQUIRED CARRIER PRIOR TO ORDERING. 07.31.15 DRAIN / CLEANOUT / HOSE BIBB / HYDRANT SCHEDULE ALL PRODUCTS ON THIS SCHEDULE (EXCEPT FD2 HUB DRAIN) ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. REFER TO SPECIFICATIONS. MARK I DESCRIPTION PEX MANUFACTURER MODEL NUMBER FLOOR AND ROOF DRAINS FD1 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. 1/2" SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 FD1 CI) LIGHT DUTY ADJUSTABLE CAST IRON WITH THREADED ADAPTER AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE. 1" 1" WADE 1100STD JAY R. SMITH 2005 JOSAM 30000 1 1/4" 1 1/2" ZURN Z415B WATTS FD -1 00-A MIFAB F1100 -C FD2 HUB DRAIN SAME AS SANITARY WASTE PIPING MATERIAL UNLESS NOTED OTHERWISE ON PLANS. FD3 LIGHT DUTY PVC WITH 9" DIAMETER LOOSE SET PVC HALF GRATE. 2" SIOUX CHIEF 860 FD3 LIGHT DUTY CAST IRON WITH 9" DIAMATER LOOSE SET PVC HALF GRATE. CI) WADE 1100STD JAY R. SMITH 2005 JOSAM 30000 NA ZURN Z415B WATTS FD -100-A MIFAB F1100 -C FD4 LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTER AND 6" SQUARE NICKEL BRONZE RING AND FASTENED GRATE. U SIOUX CHIEF 842 JOSAM VEF 400J OATEY 72000 FD5 POLYPROPYLENE OR HDPE TRENCH DRAIN WITH HEAVY DUTY SLOTTED GALVANIZED STEEL GRATE AND FRAME ASSEMBLY. PROVIDE CATCH BASIN WHERE INDICATED ON PLAN. MODEL# : TRENCH/GRATE/CATCH BASIN SMITH/ACO 9931/9870-425-GHD/9936 I ZURN Z886-HD/RFG/Z-887-HD FS1 LIGHT DUTY, ACID RESISTANT, WHITE PVC FLOOR SINK WITH 12" SQUARE WHITE PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDLE. REF PLANS FOR LOCATIONS WHERE FULL GRATES ARE SPECIFIED. SIOUX CHIEF 861 FS2 LIGHT DUTY PVC EXTENDED SUMP FLOOR SINK WITH 9" DIAMETER SOLID PVC COVER, 4" BACKWATER VALVE WITH SLEEVE AND LID AND REMOVABLE ACCESS COVER. SIOUX CHIEF 860-4P7RiE (BACKWATER VALVE: 869, ACCESS COVER: 850) FS30 COATED 16" X 16" FLOOR SINK WITH ALUMINUM DOME STRAINER HALF GRATE AND 4" CAULK OUTLET JAY R. SMITH 3200 TZURN Z-1926 JOSAM 49420 CLEANOUTS FC01 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY CAST OR DUCTILE IRON TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 852 MIFAB C1100 JAY R. SMITH 4231 JOSAM 55000 WATTS CO -200 -RX -4 WADE 60002 FCO2 CAST IRON OR PVC BODY, ROUND EXTRA HEAVY-DUTY NICKEL BRONZE TOP, POLYPROPYLENE OR ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN Z1400 SIOUX CHIEF 851 FMIFAB C1100 JAY R. SMITH 4111 JOSAM 55000 -1 -SD WATTS CO -200 -RX WADE 6000Z FC030 CAST IRON BODY, EXTRA HEAVY-DUTY (7500-10000 LB. MINIMUM LOAD RATING) SQUARE NICKEL BRONZE TOP, ABS PLUG, ADJUSTABLE TO FINISH SURFACE. ZURN ZN-1400-K-T I WATTS CO -200 -TS WADE 6000TS CO/ WCO THREADED, COUNTERSUNK BRONZE OR POLYPROPYLENE CLEANOUT PLUG. (PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) ZURN Z1470 (21469) SIOUX CHIEF 873 MIFAB C1430 JAY R. SMITH 4472T JOSAM 58540 (58600) WATTS CO -590 -RD WADE 8590 (8480R) CO/ WCO DURA -COATED CAST IRON, COUNTERSUNK PLUG, ADJUSTABLE TO FINISH SURFACE. PROVIDE DRILLED TAPPED FOR CENTER SCREW AND STAINLESS STEEL COVER FOR FINISHED AREAS.) CI) ZURN Z1440 (Z1469) SIOUX CHIEF 873 MIFAB C1450 JAY R. SMITH 4420 JOSAM 58900 (58600) WATTS CO -380 -RD WADE 8550 (84808) YCO CAST IRON FERRULE AND PLUG, DURA -COATED CAST IRON, DOUBLE -FLANGED HOUSING, AND EXTRA HEAVY DUTY SCORIATED CAST IRON COVER WITH LIFTING DEVICE, VANDAL -PROOF SCREWS. ZURN Z1449 / Z1474 MIFAB C1230 / C1300 -MF JAY R. SMITH 4250 JOSAM 58850 WATTS CO -300 -MF / CO -380 WADE W-6000 / W -8300 -MF HOSE BIBBS AND HYDRANTS HB2 3/4" COLD WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND METAL WHEEL HANDLE. MOUNT 42"AFF (UNLESS NOTED OTHERWISE). WOODFORD 24 ACORN 8121 FPRIER C-155 HB4 3/4" HOT WATER BRASS FINISH HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND LOOSE TEE KEY. WOODFORD 24 1 ACORN 8121 1 PRIER C-255 HB30 3/4" HOT AND COLD WATER POLISHED CHROME FINISH MIXING HOSE BIBB WITH INTEGRAL VACUUM BREAKER AND STOP AND CHECK VALVES. MOUNT AT 42"AFF (UNLESS NOTED OTHERWISE). ZURN Z841 L1 -CS CHICAGO 305-VBRCP: DISCARD STANDARD SUPPLY ARMS, CONNECT (2) RCJKCP SUPPLY ARMS. T&S BRASS B-0669-01: WITH ETERNA CARTRIDGE AND SPRING CHECKS. HB31 3/4" COLD WATER POLISHED CHROME FINISH HOSE BIBB WITH LOOSE TEE KEY. WOODFORD 21 1 CHICAGO 387 1 PRIER C-135 FPMHB 3/4" HOT AND COLD WATER FREEZE PROOF MIXING HOSE BIBB WITH BRASS HINGED BOX, LOOSE TEE KEY, HOSE CONNECTION AND INTEGRAL VACUUM BREAKER. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. WOODFORD HCB67 JOSAM 71650 WADE 8606HC WATTS HY-700 JR SMITH 5560QT PRIER C-754 ZURN Z1325 FPWH1 3/4" COLD WATER FREEZE PROOF WALL HYDRANT WITH BRASS HINGED BOX, INTEGRAL VACUUM BREAKER, AND LOOSE TEE KEY. WOODFORD B65 JOSAM 71000 WADE 8600,175 PRIER C-634BX ZURN Z1320 JR SMITH 5509QT YH 1" COLD WATER YARD HYDRANT, BURY DEPTH TO EXCEED LOCAL FROST DEPTH. PROVIDE QUICK CONNECT COUPLING. WOODFORD Y2 P ,-j V D I L E C - GENERAL INFORMATION (AS APPLICABLE): ,:: $S ;ODE 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS.°"' =°"' 2. REFER TO PLANS FOR DRAIN OUTLET SIZE. 3. LOAD CLASSIFICATIONS: LIGHT DUTY <2000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY © ate.f 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS. 10.25.13 EQUIVALENT NOMINAL PIPE SIZES PLAN SIZE AQUATHERM COPPER) HOT WATER AQUATHERM COLD WATER PEX 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 1'" 1" 1" 1'" 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/2" 1 1/2" 2" 1 1/2" 2" 2" 2 1/2" 2" NA 2 1/2" 3" 2 1/2" NA 3" 3 1/2" 3" NA 4" 6" 4ll:::::::1 NA NOTE: REFER TO SPECIFICATIONS FOR APPROVED MANUFACTURERS. 12.12.13 U W v U) 0 W N 11-1 Y PROTO CYCLE: U - Q Z O QOI-0=>U Q Iz0CDU) oWFwo=gyp ryW ccco j mM w tai QzzF-.r-OLL< xLuwd' w Z OQ-XWUW Wim= U) of 0 a OUDU 0 iZ U o0 W W w cn O D o w0cr i- U) m w 1Z w2U HZ UzzvQ 11-1 n w Www ir_zmz- L PROTO CYCLE: LL w(o O LL W ..~Q¢ J zQ EUU'=a r Z O QOI-0=>U Q Iz0CDU) oWFwo=gyp z>ozzcn=z z CSU < w <wU00Q zEuocr OI_gz QF-QO U WUj0aLLn0 Q W WIZ-I-0_wuir®E o<z;- 00 , :E z0 cnm QzzF-.r-OLL< xLuwd' w Z OQ-XWUW Wim= U) H0200t 0-0WQf::iX0f<P Z N WZ'21 v _ c= Lj e o zoz o U) Ljj oto Z W= 65wz Z J N Z' W w Q - j m FU) z O E3U 0 0 o W u) W0z NLULLJo vU M N c) 0 00 D C`7 o Z O Li.l m z C13 O I ISSUE BLOCK I CHECKED BY: JC DRAWN BY: DCB PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: Scott J Jack LICENSE 47414 SIGNATURE DATE: 1po NMININ SHEET: ELECTRICAL KEYNOTES 16.125 EXISTING LIGHT FIXTURES TO REMAIN UNLESS NOTED OTHERWISE. 16.126 EXISTING LIGHT FIXTURE TO BE DEMOLISHED. 16.131 CONNECT TO EXISTING CIRCUIT. E.C. SHALL VERIFY PRIOR TO ROUGH -IN THAT EXISTING CIRCUIT HAS SPARE CAPACITY TO ACCOMMODATE ADDITIONAL LOAD. 16.133 j EXISTING LIGHT FIXTURES TO BE RELOCATED TO NEW LOCATION AS SHOWN. 11/4' = EXISTING LIGHTING FIXTURES NOT SHOWN ARE EXISTING TO REMAIN AND ARE NOT AFFECTED BY THE SCOPE OF WORK ON THIS PROJECT. THIS INCLUDES ALL GENERAL LIGHTING, EGRESS LIGHTING AND EXIT LIGHTING. 2 E1 GENERAL LIGHTING NOTES 1. EXIT SIGN MOUNTING A. WALL FIXTURE: CENTER 12" ABOVE DOOR OPENING. B. CEILING FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS. C. PENDANT FIXTURE: MATCH HEIGHT OF EXISTING PENDANT MOUNTED EXIT SIGNS. IF STORE DOES NOT HAVE PENDANT MOUNTED EXIT SIGNS, THEN PENDANT MOUNT SIGN 24" BELOW BOTTOM OF BAR JOIST. D. VERIFY MOUNTING HEIGHT WITH AHJ. E. COORDINATE LOCATIONS OF EXIT SIGNS TO ENSURE STORE SIGNAGE DOES NOT OBSTRUCT THEIR VIEW. F. THE USE OF TRITIUM BASED RADIOACTIVE EXIT SIGNAGE IS PROHIBITED. 2. EMERGENCY LIGHT INSTALLATION FIXTURE MOUNTING A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR 10'-0" IN AREAS OF EXPOSED STRUCTURE, UNLESS NOTED OTHERWISE. B. PENDANT FIXTURE: BOTTOM CHORD OF BAR JOIST OR AT HEIGHT SPECIFIED ON DRAWINGS. C. REMOTE HEAD FIXTURE: HEADS CENTERED ABOVE DOOR OPENING +9'-0", UNLESS NOTED OTHERWISE AND BATTERY PACK MOUNTED ON INTERIOR SIDE OF WALL 12" BELOW FINISHED CEILING OR AT BAR JOIST IN AREAS OF EXPOSED STRUCTURE. ELECTRICAL CONNECTION A. REFER TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ALLOW BATTERY TO CHARGE CONTINUOUSLY FOR A MINIMUM OF 168 HOURS BEFORE INITIAL TESTING. B. AFTER EMERGENCY LIGHT HAS BEEN POWERED DO NOT TURN OFF FOR EXTENDED PERIODS OF TIME. 3. EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS SHALL NOT BE SWITCHED. 4. IN AREAS OF OPEN STRUCTURE, MOUNT FLUORESCENT STRIP FIXTURE TO BOTTOM CHORD OF BAR JOIST, UNLESS NOTED OTHERWISE. 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES ON SEPARATE BRANCH CIRCUITS. 6. FIXTURES DENOTED WITH "ABS" ARE TO BE FASTENED ON UNISTRUT CHANNELS MOUNTED TO THE BOTTOM SIDE OF THE TOP CHORD OF BAR JOISTS. LOCATE THE FIXTURES RUNNING PERPENDICULAR TO BAR JOISTS WITHIN BAR JOISTS WEBBING SPACES. DO NOT FASTEN FIXTURE OR UNISTRUT CHANNELS TO ROOF DECK. NOTE: RECEPTACLES, SWITCHES, DATA BOXES AND THEIR CORRESPONDING COVER PLATES SHALL BE WHITE NYLON. d 1 "•:"s °s<s [....mo.,, "'".„ €""""' f w e- ;; a s Fu f -• N , 9 p. x KEY PLAN — LIGHTING FER 1 If 100'-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" THOROUGH KNOWLEDGE OF ALL DRAWINGS AND CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE NEW WORK AND DEMOLITION WITH ALL OTHER WORK PROPERLY. NO ADDITIONAL COMPENSATION DISCIPLINES AND EXISTING CONDITIONS. SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. w Do o0F- DRAWN BY: O zWV Q_ZtOZQ Wn=- C_ -:1D C::) Z m Z0E--o zc F z m maWssF-z 0O Q 0OfLo DOCUMENT DATE: a Lu _,,om -w¢cn LL oz¢Q m>- U)W ¢Lu< x W z O¢ io cnc owF- oozZr.- 6zz F— oU 5wow gWUOo¢ Z aoO gZ=F-ZOJSU-OcLLc§0~gUgw d g W W a z_j F- cn J W 0 O EnmWoQw=a Zomo< O ZZ,t0F' <0LUd HW F-O OUocnaOwa:_j0 0¢ 6 ow p N p W M W .,rn O 00 coI= a . o 3zw LLI HM 6 D lu O U j 00 GW DRAWN BY: KLW C_ -:1D C::) Z 195 SC PROTO CYCLE: C1 0 DOCUMENT DATE: 08/17/16 w 0 Q J N N L.L M O W U z LL1 w ry N M N C) O 00 O M W m z m O ISSUE BLOCK 1 1 09/28/16 IADD#1 CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME; _David D Haake LIGHTING PLANS SHEET: AHU ABOVE CEILING POWER PLAN 1/811 = 1'-0" H ) w......:... y. 4 0 co Z S U) YU - Lu iE CONTINUE CIRCUITRY FROM DISCONNECTS TO CORRESPONDING- __ -- — CONDENSING UNITS. INSTALL CONDUIT AND DISCONNECTS SO THAT SERVICE CLEARANCES OF € CONDENSING UNITS ARE NOT OBSTRUCTED. COORDINATE € _ INSTALLATION WITH MECHANICAL wWwv_.... CONTRACTOR. / ki a ......................... CONDUIT AND WIRING SHALL BE ROUTED THROUGH REFRIGERATION LINE PENETRATIONS AND/OR BOTTOM OF ROOF TOP EQUIPMENT ONLY. NO CONDUITS SHALL BE ROUTED ACROSS THE ROOF. 79" AFF, COORDINATE FINAL LOCATION OF TV RECEPTACLE AND JUNCTION BOX PRIOR TO ROUGH -IN, TYP OF 4. f ; . 3 f » razvar ..... F 9T "fir w f€ PROVIDE A FLUSH MOUNTED, NYLON, TWO fid,, GANG, LOW VOLTAGE MOUNTING BRACKET. 11.x......4 ROUTE A 2" CONDUIT FROM TOP OF MOUNTING BRACKET WITHIN WALL TO 12" f+ ABOVE LAY -IN CEILING, AND TERMINATE BOTH 111 € ENDS WITH A BUSHING, TYP OF 4. - IM CLASSROOM 2 A- E= CLASSROOM 1 f/ - PROVIDE A 4" SQUARE JUNCTIONi CLASSROOMBOXWITHSINGLEGANGPLASTER x , RING FLUSH MOUNTED HORIZONTALLY _ _ -' ..... € AT 42 . ROUTE A 3/4 CONDUIT WITH i- PROVIDE A 4" SQUARE JUNCTION PULL STRING TO 12" ABOVE LAY -IN i€€ € € €'€ € €" ix .:^.\ i€ I € `.......i. , ..... BOX WITH SINGLE GANG PLASTER CEILING, AND TERMINATE BOTH ENDS— ' RING FLUSH MOUNTED VERITICALLY WITH A BUSHING, TYP OF 4 i i b E t;E i AT 42 . ROUTE A 3/4EE CONDUIT WITH PULL STRING TO 12 ABOVE LAY-INAllp E CEILING, AND TERMINATE BOTH ENDS79AFF, COORDINATE FINAL WITH A BUSHING, TYP OF 4.44 1.........€ .......Pill LOCATION OF TV RECEPTACLE7 E 5gg ! 3 $$ 1;1 PRIOR TO ROUGH -IN. lg: Jit r LA \ Q LA LAC l 15 17 19 LACITE. 13 LAC 2•'C 650g u f Tr s S f HALLWAY LAC 9 \ Y,"' sYl///atC'aenYYd //s ts9xt'. 9"`N.to SYbM"„ Rr.S:r.F u2Y.a:£f»:S^»letY'.'CUYN.6H'EWFS>%/."s'Y.aS%d'X:ff6:'OYb/.6i:":5,(A.A"O:'M,..9.GW oxr:!::,y/s:cw.::.:eYCSnvlli.LS'n::4^.s.muu..fY,:Y.aS'a:T.2.1+3.'.!_F:2?'a//,'/./LUFW.taCk'#+:d'iU.AYs.:w/H.:/WJI.m>s..sY:Ya:sr4:.C65sY/..W.leX9w .aX n/ COORDINATE FINAL LOCATION WITH STORE SETUP SUPERVISOR AND CABLING INSTALLER PRIOR TO ROUGH -IN. 1 a PROVIDE A SURFACE LAC MOUNTED SINGLE GANG JUNCTION BOX AT 54" AFF 4 WITHIN 12" OF STRIKE SIDE OF DOOR. ROUTE A 3/4" CONDUIT WITH PULL STRING FROM JUNCTION BOX TO 12" r' ABOVE LAY -IN CELINING. 42" t/ 1 3 13 POWER PLAN i 12`. 10 LAC NOTE: RECEPTACLES, SWITCHES, DATA BOXES AND THEIR CORRESPONDING COVER PLATES SHALL BE WHITE NYLON. ELECTRICAL ROOM 1 1/4114" = 1'-0" 2 E2 1 ggi-gg pp-- r 3 yy i # Tik E2 E2 E2 I 1 " = 100'-0" ry FRnnn r w w cti U W D 0 o r w F-W2ZF-o zcZnof W o F2- OWwF w 0 O F- Qw zF wLLL< nC)=ULwQ°mQQZQWUUS aQ 0Q°° Md Q w LLWO -ozQZocno>oO ?: Ei52 =)0ZZCozZF—Z CSU=XwQwUoo< Z ao0E- L<yZO d owNw2EZQ~w~wo0 wu<)zQFLz zZoo D LLXowowwDmU) F-0200Wa0W0f_DQ fr¢i-- 53o 0 Nd- Z42 c)c> W =w ujZJ cVWd- W - M M C0 D' n W vJ ~ z O E3U 00 v DRAWN BY: 0 UJ N 0 co Z S U) Y PROTO CYCLE: U - Lu iE DOCUMENT DATE: I= Q W U o WQ 0 r O JAM JLij m co w S C6 U) 0 LLI w 4 QS QU I— O QZ Z O UQ 0 r - w w cti U W D 0 o r w F-W2ZF-o zcZnof W o F2- OWwF w 0 O F- Qw zF wLLL< nC)=ULwQ°mQQZQWUUS aQ 0Q°° Md Q w LLWO -ozQZocno>oO ?: Ei52 =)0ZZCozZF—Z CSU=XwQwUoo< Z ao0E- L<yZO d owNw2EZQ~w~wo0 wu<)zQFLz zZoo D LLXowowwDmU) F-0200Wa0W0f_DQ fr¢i-- 53o 0 Nd- Z42 c)c> W =w ujZJcVWd- W - M M C0 D' n W vJ ~ z O E3U 00 GW DRAWN BY: KLW 0 co Z 195 SC PROTO CYCLE: 00 DOCUMENT DATE: 08/17/16 W o co 0 O JAM JLij 0 z U LLI w N co N I— O 000 O Z 0 W z im O ISSUE BLOCK 1 1 09/28/16 1ADD#1 CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME. David D Haake LICENSE: 40 SIGNATURE: DATE: SHEET: ELECTRICAL SYMBOLS LEGEND SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION FO/ LIGHT FIXTURE O WALL MOUNTED/CEILING MOUNTED) Q LIGHT FIXTURE CCT LIGHT FIXTURE, CF EMERGENCY LIGHT D LIGHT FIXTURE, EC NIGHT LIGHT ENCLOSED COOLER/FREEZER LIGHT Ll - TRACK LIGHTING EXIT FIXTURE EWC WALL MOUNTED/CEILING MOUNTED) FUT EMERGENCY FIXTURE GR SWITCH, SINGLE POLE f3 SWITCH, 3 -WAY f4 SWITCH, 4 -WAY GFI GROUND FAULT CIRCUIT K SWITCH, KEYED D SWITCH, DIMMER VS SWITCH, VARIBLE SPEED fm SWITCH, MANUAL MOTOR fOS SWITCH, OCCUPANCY SENSOR OS SWITCH, BI -LEVEL OCCUPANCY SENSOR DS)/ a CEILING OCCUPANCY SENSOR AND ASSOCIATED RELAY RECEPTACLE,DUPLEX RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY RECEPTACLE, DOUBLE DUPLEX RECEPTACLE, DUPLEX ISOLATED GROUND RECEPTACLE, DOUBLE DUPLEX, ISOLATED GROUND RECEPTACLE, SIMPLEX TWIST LOCK, L5 -15R, UNO RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND, L5 -15R, UNO RECEPTACLE, DUPLEX TWIST LOCK, L5 -15R, LINO RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, L5 15R, UNO RECEPTACLE, SPECIAL RECEPTACLE, SIMPLEX RECEPTACLE, PLUG -MOLD O JUNCTION BOX WALL MOUNTED/CEILING MOUNTED) Q JUNCTION BOX, ALARM SYSTEM WALL MOUNTED/CEILING MOUNTED), ALARM JUNCTION BOX O FOR REMOTE TEST/RESET WALL MOUNTED/CEILING MOUNTED) Q EQUIPMENT CONNECTION POINT PROVIDED WITH EQUIPMENT) 01 NON-FUSED DISCONNECT 01 FUSED DISCONNECT swiTCHED/ NEUTRAL CIRCUIT, CONCEALED IN WALLS TRAVELERs OR CEILING, E INDICATES C L Hors EXISTING WIRING GROUND CIRCUIT, CONCEALED IN FLOOR SLAB, E INDICATES EXISTING WIRING CIRCUIT, EXPOSED, E INDICATES EXISTING WIRING FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD d/® VOICE/DATA, v d - DATA ONLY, v VOICE ONLY LOW VOLTAGE CABLE BOX FOR OTHER VOICE/DATA, FLUSH FLOOR MOTOR TELEPOWER POLE Q PUSH BUTTON 6 BUZZER O SMOKE DETECTOR ENERGY MANAGEMENT S -X TEMPERATURE SENSOR OT THERMOSTAT TS TEMPERATURE SENSOR TC TIME CLOCK w Q 0 ABBREVIATIONS a, b, c LOWER CASE LETTERS INDICATE IG SWITCHING CONFIGURATION AFC ABOVE FINISH COUNTER AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE C CONDUIT CCT CIRCUIT CF CEILING/CIRCULATION FAN D DATA EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EP EXPLOSION PROOF ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FUT FUTURE GR GROUND GFEP GROUND FAULT EQUIPMENT WP PROTECTION GFI GROUND FAULT CIRCUIT UH INTERRUPTER GF GABLE FAN HD HAND DRYER IG ISOLATED GROUND IRC INTER -REGISTER HVAC -SUMMER COMMUNICATION ISP IN-STORE PROCESSOR LCU LIGHTING CONTROL UNIT K KEY OPERATED N NEUTRAL NTS NOT TO SCALE P WITH PILOT LIGHT RH RADIANT HEATER RC REFRIGERATION 100% CONTRACTOR SC SECURITY CAMERA SF SUPPLY FAN TYP TYPICAL WH WATER HEATER WP WEATHERPROOF WR WEATHER RESISTANT UH UNIT HEATER UNO UNLESS NOTED EXTERIOR LIGHTING OTHERWISE BUILDING ELECTRICAL SERVICE LOAD SUMMARY BUILDING OCCUPANCY TYPE: M BUILDING SQUARE FOOTAGE: 203,091 SERVICE DESCRIPTION: 480Y/277V, 3PH LOAD DESCRIPTION Connected Demand Demand HVAC -SUMMER KVA FACTOR KVA EXISTING PEAK UTILITY LOAD @ 0.9 pf N/A 125% 1141.67 HVAC -SUMMER 11.20 100% 0.00 HVAC - WINTER 17.82 100% 17.82 LIGHTING (PER NEC -220) 2.71 125% 3.39 RECEPTACLES 13.63 100%;50% 11.82 MOTOR LOADS 0.00 100% 0.00 LARGEST MOTOR LOAD 0.00 125% 0.00 SUPPLEMENTAL ELECTRIC HEAT 0.00 100% 0.00 MISCELLANEOUS EQUIPMENT 14.96 100% 14.96 REFRIGERATION EQUIPMENT 0.00 100% 0.00 EXTERIOR LIGHTING 0.00 125% 0.00 EXISTING LOAD TO BE DELETED EE 0.00 100% 0.00 TOTAL LOAD 60.31 KVA 1189.64 TOTAL AMPACITY 72.55 AMPS 1430.92 SERVICE AMPACITY 3000 AMPS 3000.00 SPARE CAPACITY AMPS 1569 F - L -r\ v i IL-1 e r wivirHlV T DILLiivQ; rcHr\ UCiviHivU Ur: b22 KW Jun -16 A WARNING ARC FLASH AND SHOCK HAZARD. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED. NOTES: A. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE A COMMERCIALLY PRODUCED PERMANENT LABEL APPLIED, SIMILAR TO THE ABOVE, TO WARN OF POTENTIAL ARC FLASH HAZARDS, IN ACCORDANCE WITH NEC 110.16 AND NFPA 70E. B. LABELING MAY BE COMPLETED BY EQUIPMENT MANUFACTURER, EQUIPMENT VENDOR/SUPPLIER, OR THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THAT ALL SWITCHBOARDS AND PANELBOARDS ARE PROPERLY LABELED IN THE FIELD. ARC FLASH DETAIL- NTS2 02.17.06 WREP44 i in ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGHTS (IN FEET) ARE INTENDED TO BE MAXIMUM. 120 VOLT 12 10 8 6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT.160 FT. 245 FT. 385 FT. 11-15 AMPS 70 FT. 110 FT. 165 FT. 255 FT. E- C125A W F-O OUDcnaOwaJaa¢F- 3P VOLT 12 10 8 6 IE277 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. 16.299 INSTALL EMS 120V/24VAC TRANSFORMER. CONNECT TO 120V RECEPTACLE CIRCUIT WITH 2)#12, (1)#12G, COORDINATE INSTALLATION AND PROCUREMENT WITH EMS CONTRACTOR. REFER TO EMS PLAN INDICATED. 11.19.10 EN09 ARRANGE ALL WORK THAT REQUIRES POWER INTERRUPTIONS TO THE STORE TO BE ACCOMPLISHED AFTER NORMAL STORE BUSINESS HOURS. NOTIFY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL STORE POWER INTERRUPTIONS. STORE MANAGER MUST ALLOW FOR POWERING DOWN OF COMPUTER SYSTEMS, MOVING AFFECTED PRODUCT, MODIFICATION OF WALMART AFTER-HOURS WORK SCHEDULES, COORDINATION WITH OTHER TRADES, AND OTHER CRITICAL SCHEDULING CONCERNS. PROVIDE TEMPORARY POWER AS REQUIRED. INSTALLATION OF NEW EQUIPMENT SHALL BE COMPLETED AND THE POWER SYSTEM TESTED AND RE -ENERGIZED PRIOR TO START OF BUSINESS THE FOLLOWING MORNING NO LATER THAN A TIME ESTABLISHED BY THE STORE MANAGER AND THE WALMART CONSTRUCTION MANAGER. ONE -LINE DIAGRAM LEGEND 11.19.10 ES05 NEW EQUIPMENT EXISTING EQUIPMENT EQUIPMENT TO BE DEMOLISHED NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER DIAGRAM ARE EXISTING AND ARE BASED UPON AS -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS RISER IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WALMART CONSTRUCTION MANAGER. COORDINATE ALL CHANGES TO EXISTING ELECTRICAL SERVICE AND METERING WITH UTILITY COMPANY. STORE ADDRESS: WALMART LEARNING ACADEMY 9320 CEDAR STREET MONTICELLO, MN UTILITY COMPANY: XCEL ENERGY CONTACT: JUDY RING PHONE: (612) 630-4510 EXISTING 1500KVA UTILITY TRANSFORMER 480Y/277V, 30,4W SEC KW H L--- ----- 33,9009 33,328 MSB 1 13000 AMPS 480Y/277V 30 4Wi L -O STGFR L -O ST -GFR ( 600AF 1600A 3000A 3P 3P, "QC" 3P ETR I ETR KIRK KEY INTERLOCK, TYP - IF IT IS NECESSARY TO REMOVE A METER, RTU SERVER, CT OR DISRUPT THE COMMUNICATION OF THE SYSTEM, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE SYSTEM TO THE SAME LEVEL OF OPERATION THAT EXISTED PRIOR TO THE WORK BEING INITIATED. THE EXISTENCE AND FUNCTIONALITY OF THE SYSTEM SHALL BE VERIFIED BY CALL WALMART BUILDING PERFORMANCE TEAM AT 479-204-0452 BETWEEN THE HOURS OF 7 AM UNTIL 5 PM CT. EXISTING DISTRIBUTION SYSTEM IS SERIES RATED. E.C. SHALL PROVIDE CIRCUIT BREAKER(S) THAT WILL MAINTAIN EXISTING MANUFACTURER'S U.L. LISTED SERIES RATED SYSTEM. REPRESENTS THE AVAILABLE FAULT CURRENT IN RMS SYMMETRICAL AMPS AT THE RESPECTIVE TRANSFORMER, XX,XXX PANELBOARD, OR EQUIPMENT. FAULT CURRENT CALCULATIONS ARE BASED ON AVAILABLE CURRENT OF 33,900 AMPS AT SECONDARY TERMINALS OF TRANSFORMER AS PROVIDED BY THE UTILITY COMPANY. REF: 2-EM1 16.299 TYP) 32,260 EXISTING PNLBD H1A 480V T1D 75KVA 208Y/1 20V EXISTING) EXISTING EXISTING PNLBD PNLBD L1 D1 L1 D2 208Y/1 20V 208Y/120V INSTALL IN NEMA 1 ENCLOSURE WITH NAMEPLATE INDICATING EMS XFMRS", TYP ELECTRICAL ROOM 1 o) PTARTIAL ONE -LINE -- NTS GENERAL NOTES 1. FURNISH AND INSTALL ALL MATERIALS, EQUIPMENT, AND LABOR, FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH NEC, NESC, STATE, AND LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. PAY ALL NECESSARY FEES AND PERMITS. A. NO CIRCUITRY SHALL BE ALLOWED TO BE ROUTED ACROSS THE ROOF OR THE EXTERIOR SIDE OF THE EXTERIOR WALLS. B. ALL EQUIPMENT SHALL BE UL LISTED WHERE APPLICABLE. C. ARRANGE ALL WORK TO MINIMIZE DISRUPTIONS TO STORE OPERATIONS. COORDINATE ALL DISRUPTIONS WITH WALMART CONSTRUCTION MANAGER AND STORE MANAGER. D. CONTRACTOR SHALL VERIFY ALL WALL FINISH THICKNESS BEFORE INSTALLING BOXES. FURNISH AND INSTALL EXTENDED BOXES OR BOX EXTENDERS WHERE REQUIRED. E. CONTRACTOR SHALL VERIFY THAT ALL AFFECTED PANELBOARDS HAVE CIRCUIT BREAKER KNOCKOUTS PROPERLY COVERED AND THAT ALL TRIM IS IN GOOD CONDITION, ALLOWING NO ACCESS TO LIVE PARTS. 2. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A. FIRE RATED WALLS: SEAL PER SPECIFICATIONS FOR FIRE STOPPING. B. NEUTRALIZATION AREA: SEAL PER MECHANICAL DETAIL. C. FREEZER/COOLER BOXES: SEAL WITH EXPANDING FOAM SEALANT. D. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. CIRCUIT SCHEDULE 123 (3)#1, (1)#6G, 1-1/2" C G300 #2 COPPER GROUND, 3/4" C T224 (4)#4/0, (1)#2G, 2-1/2" C ALL CONDUCTOR SIZES ARE BASED ON 75 DEG C RATED TERMINATIONS AND TYPE THHN/THWN-2 INSULATION; FOR TERMINATIONS OR INSULATION TYPES RATED LESS THAN 75 DEG C, MODIFY SIZES ACCORDING TO NFPA 70. 3. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. 4. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES +42" B. RECEPTACLES +20" C. VOICE/DATA +20" 5. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES FOR PANELBOARDS AFFECTED BY REMODEL. 7. NEW OVERCURRENT PROTECTIVE DEVICES INSTALLED IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTIVE DEVICES. 8. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). 9. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DEBATE CURRENT CARRYING CONDUCTORS PER NEC. 10. SUPPORTS FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. 11. DEVICES SHOWN ON COOLER/FREEZER PANELS SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DOCUMENTS FOR CONDUIT INSTALLATION AND SEALING REQUIREMENTS. 12. ONLY FEEDER CIRCUITS NOTED ON THE ONE LINE DIAGRAM AND BRANCH CIRCUITS NOTED BY LEGEND SHALL BE INSTALLED UNDER SLAB. ALL OTHER FEEDER AND BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD. PROVIDE EXTERIOR COATED GRC BENDS ON ALL CONDUIT RUNS THAT HAVE 45 DEGREE BENDS OR GREATER. REF SPECIFICATIONS. 13. SEISMIC ZONE REQUIREMENTS: PROVIDE EXPANSION COUPLINGS AND BRACING FOR ELECTRICAL EQUIPMENT AS REQUIRED BY LOCAL CODES. 14. EXISTING ELECTRICAL AND ALARM: A. WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN, BUT NOT SHOWN ON DRAWINGS, PROVIDE LABOR AND MATERIALS TO REWORK CIRCUITRY, AS REQUIRED, TO MAINTAIN EXISTING OPERATION. B. IF DEMOLITION OR NEW CONSTRUCTION WILL DISRUPT EXISTING UNDERGROUND SERVICES (ELECTRICAL, TELEPHONE, PARKING LOT LIGHTING CIRCUITRY, ETC.) PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO REROUTE, SLEEVE, OR OTHERWISE REWORK THESE SERVICES TO MAINTAIN THEIR EXISTING OPERATION. C. EXERCISE CAUTION AROUND ALARM AND SECURITY CABLES DURING DEMOLITION AND CONSTRUCTION. PROTECT ALARM AND SECURITY CABLES FROM ACCIDENTAL DAMAGE SO THAT SYSTEMS REMAIN OPERATIONAL AT ALL TIMES. D. DISPOSE OF ALL REMOVED MATERIALS, UNLESS OTHERWISE NOTED. 15. EXISTING ELECTRICAL DEMOLITION - A. GENERAL: REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENT CONDUIT, AND CONDUCTORS AS INDICATED ON THE DRAWINGS, OR ONLY AS REQUIRED BY DEMOLITION. REMOVE ALL PANELBOARDS, DISCONNECT SWITCHES, BOXES, RELAYS, TIME SWITCHES, LIGHTS, EXISTING DEVICES, ETC., WHICH WILL NOT BE REUSED. B. SALES FLOOR: REMOVE UNUSED POWER DROP CONDUIT, CONDUCTORS AND RELATED DEVICES SERVING SALES AREA GONDOLAS BEING RELOCATED OR REMOVED. EXISTING CONDUITII C800AF Q3P EXISTING PNLBD H1B 480Y/277V EXISTING PNLBD H1 P2 480Y/277V 23,059> r TAC D oW FO 2wZF- IOZOZOZ w 75KVA a Tv wwo"ogawo Q tQQW OZD U O LL 208Y/1 20V O cnw QOQ°=>U Q z'z ozz IzzPz w 0 Q NEW) 0 4,203 3,541 SAC E- C125A W F-O OUDcnaOwaJaa¢F- 3P d n!L 3,440 NEW i PNLBD I LAC I 208Y/1 20V i I I I I STOCKROOM AND CONDUCTORS MAY BE REUSED FOR NEW POWER DROPS WHERE SIZE, RATING, AND CONDITION MEET REQUIREMENTS INDICATED ON PLANS AND ALL U.L. RATINGS. REMOVE ALL UNUSED CONDUIT AND CONDUCTORS BACK TO POINT OF ORIGIN WHENEVER FEASIBLE AND RELABEL DEMOLISHED CIRCUITS AS "SPARE". PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. C. CONDUIT AND WIRING TO BE ABANDONED IN CEILING SPACES AND OTHER NON-PUBLIC AREAS (I.E., THROUGH STOCKROOM AREA) - CUT WIRING LOOSE AND REMOVE FROM RACEWAY(S), LEAVING RACEWAY(S) IN PLACE. CONDUIT TO BE ABANDONED IN WALLS OR FLOORS SHALL BE REMOVED BACK TO FINISHED SURFACE AND CAPPED INSIDE. REPAIR SURFACE(S) TO MATCH ADJACENT. D. ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE ABANDONED OR REMOVED SHALL REMAIN IN RESPECTIVE PANELBOARD FOR FUTURE USE, UNLESS NOTED OTHERWISE ON DRAWINGS. PROVIDE HANDLE DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. I E. DEMOLISHED FLUORESCENT LIGHT FIXTURES: REFER TO SELECTIVE SITE DEMOLITION SPECIFICATION FOR DISPOSAL OF LIGHT FIXTURE. F. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 16. ETHERNET CABLE: A. FURNISH AND INSTALL JUNCTION BOXES AS SHOWN ON PLANS. PROVIDE CONDUIT AS REQUIRED BY LOCAL CODES AND/OR I ORDINANCES. B. ETHERNET CABLE IS FURNISHED BY OTHERS. I C. ELECTRICAL CONTRACTOR SHALL INSTALL CABLE IN POWER POLES. D. ELECTRICAL CONTRACTOR SHALL INSTALL OTHER CABLE AS DIRECTED BY WALMART CONSTRUCTION MANAGER. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. a w coCrN O ui 2iY Q Of w Q2 fro x OM cow U5cn 0 0 Q= OU O UQ CDCD0 U) O D oW FO 2wZF- IOZOZOZ w o roWaz a Tv wwo"ogawo Q tQQW OZD U O LL W .. >. Q J Q a w Q w x m aQ c- nzzQaWU= ate O cnw QOQ°=>U Q z'z ozz IzzPz w 0 Q awQ= for OQ a 2 a U Z J U O J w w N 0 o Q=Z°° E- cnQzzE ~O QOwa F-W W F-O OUDcnaOwaJaa¢F- 00 GW CD C: --::D Z PROTO: 195 SC 0 0 07/29/16 DOCUMENT DATE: w 0 co w 0 Q LLN N Q .. W Z WN W N V LL CN M N 5 O N U) 0 00 cfl d Z M 0') 0 w M z M O ISSUE BLOCK CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME; David D Haake LICENSE #: 40241 F' SIGNATURE: DATE: ONE- LINEELECTRICAL DETAILS AND SCHEDULES SHEET: PANELBOARD: 1-1113 (EXISTING) FED FROM: MSB EQUIPMENT GROUND BUS BUS AMPS: 800A AIC RATING: REFER TO ONE -LINE DIAGRAM MAIN SIZE/TYPE: MLO SERVES: HVAC VOLTS/PHASE: 480Y/277V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELEC ROOM 1 CKT DESCRIPTION FED FROM: VOLTAMPS/PHASE WIREJ BKR P P BKR IWIRE W VOLTAMPS/PHASE DES(;KIN I iUN REFER TO ONE -LINE DIAGRAM... NO. 0 MAIN A B C NO. AMP 0] M Lu AMP NO. _--A-7 VOLTS/PHASE: 208Y/120V, 3PH, 4W B C MOUNTING: NO. a W M o SECTION: 1 U LOCATION: STOCKROOM O 22,670 U_a 2 1 22,670 3 AHU 2 (13) 22,670 110 3 3 110 CKT DESCRIPTION 22,670 WIRE AHU 3 (13) 4 5 A B C 22,670 AMP AMP NO. A B C 22,670 NO. 6 7 5 000 5 000 30 3 3 30 3,880 COMPACTOR (13) 8 10 SPARE 3,880 1 9 WH -GR RECEIVING (13) 5,000 1 4 3 OFFICE RECEPTACLES 1,080 3,880 12 11 13 1 20 1,360 3 880 COFFEE MAKER 6 5 3,880 1,200 14 15 BALER (13) 3,880 30 3 3 30 720 3,880 20 BALER (13) 16 17 DATA CABINET 10 9 3,880 540 20 3,880 SPARE 18 19 CLASSROOM 1 RECPTS 25,550 20 1 1 20 34,930 14 13 20 21 XFMR TD 13 21,100 1 125 3 3 200 16 15 35,290 540 PNL H1 P2 (13) 22 23 1 1 20 21,900 18 17 CLASSROOM 3 RECPTS 540 28,870 1 24 SPARE 20 19 CLASSROOM 3 RECPTS 540 20 1 1 20 26 25 PNL H1 P1 (13) 41,880 39,330 21 200 3 3 20 20 1 1 20 UNUSABLE SPACE 28 SPARE 1 1 20 32,560 ROOF MAINTENANCE RECPTS 24 23 IPAD CHARGING RECPT (6) 1,650 30 XFMR TPL (13) 17,290 25 70 2 20 940 1 20 32r33 27 CU1 (1,5,18) 16,140 10 30 3 20 2 227 940 JOCKEY PUMP (13) 34 1,518 2,227 30 31 1 5 18CU2 ( ) 940 10 36 2 2 30 10 2,227 AHU-2 (18) 32 33 illihlll1,518 UNUSABLESPACE 2,227 34 35 CU3 (1,5,18) PNLBD LAC 38 10 30 2 2 30 10 2,227 8,264 36 37 4,986 4,986 25 3 3 125 2,227 12,031 38 VIA XFMR TAC (2) 40 39 DOAS-1 (18) 20 4,986 2 30 10 2,227 AHU-4 (18) 40 4111,151 1,046 42 41 2,227 42 4,454 8,221 1 7,041 SUBTOTAL 90,996 6,846 7,892 8,192 74,564 78,691 71,391 SUBTOTAL SUBTOTAL 121,256 113,106 CONN. VA DF TOTAL PHASE A - VA 11,300 LOAD CONN. VA DF 94 LOAD CONN. VA DF REFRIGTOTALPHASEA - VA 195,820 LOAD AMPS 707 COOLING 11,200 0 REFRIG 1.251.00 AMPSTOTALPHASEB - VA 191,797 HEATING 17,816 1.00 SIGN/DISP 1.001.25 TOTAL PHASE C - VAAMPS692LIGHTING2,710 1.25 KITCHEN 1.001.00 AMPSTOTALPHASEC - VA 162,387 RECEPTACLES 13,630 1.0/.5 EXISTING 500,890 1.00 TOTAL PNLBD - VAAMPS586MOTORS1.00 LRG MOTOR 1.251.25 TOTAL DEMAND AMPSITOTALPNLBD - VA 550,004 SUPP HEAT 1.00 SHOW WNDW 1.001.25 548,867 VA AMPS 662 MISC EQUIP 14,958 1.00 LTG TRACK 1.00 660 A PANELBOARD NOTES PANELBOARD: LAC (NEW) C) 0 FED FROM: W N PANEL HIB VIA XFMR TAC 195 SC EQUIPMENT GROUND BUS BUS AMPS: 225A DOCUMENT DATE: W AIC RATING: a REFER TO ONE -LINE DIAGRAM... 0 MAIN SIZE/TYPE: 225A MCB 0 W a SERVES: WM ACADEMY 0] M Lu U U5(n VOLTS/PHASE: 208Y/120V, 3PH, 4W ry 0C) F- MOUNTING: RECESSED a W M o SECTION: 1 U LOCATION: STOCKROOM O QO z U_a o r - co O P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P NO, A B C NO. AMP AMP NO. A B C NO. 1 20 SPARE 2 1 OFFICE RECEPTACLES 360 20 1 4 3 OFFICE RECEPTACLES 1,080 20 1 1 20 1,360 COFFEE MAKER 6 5 OFFICE PRINTER 1,200 20 1 1 20 SPARE SPARE 7 HALLWAY COMPUTERS 720 20 1 1 1 20 1 20 180 DATA CABINET 10 9 HALLWAY RECEPTACLES 540 20 SPARE 12 11 CLASSROOM 1 RECPTS 720 20 1 1 20 SPARE 14 13 CLASSROOM 2 RECPTS 540 20 1 1 20 SPARE 16 15 CLASSROOM 2 RECPTSCL 540 20 1 1 20 18 17 CLASSROOM 3 RECPTS 540 20 1 1 20 SPARE 20 19 CLASSROOM 3 RECPTS 540 20 1 1 20 SPARE 22 21 IPAD CHARGING RECPT (6) 1,650 20 20 1 1 20 SPARE 1 1 20 360 ROOF MAINTENANCE RECPTS 24 23 IPAD CHARGING RECPT (6) 1,650 26 25 IPAD CHARGING RECPT (6) 1,650 20 1 1 20 SPARE 28 27 CU1 (1,5,18) 1,518 10 30 2 2 30 10 2 227 AH U-1 18 29 1,518 2,227 30 31 1 5 18CU2 ( ) 1 518 10 30 2 2 30 10 2,227 AHU-2 (18) 32 33 illihlll1,518 2,227 34 35 CU3 (1,5,18) 1,518 10 30 2 2 30 10 2,227 AHU-3 (18) 36 37 1,518 2,227 38 39 CU4 (18) 1,046 20 2 2 30 10 2,227 AHU-4 (18) 40 41 1,046 2,227 42 4,454 8,221 1 7,041 SUBTOTAL SUBTOTAL 6,846 7,892 8,192 CONN. VA DF LOAD CONN. VA DF TOTAL PHASE A - VA 11,300 LOAD AMPS 94 COOLING 11,200 0 REFRIG 1.00 TOTAL PHASE B - VA 16,113 HEATING 17,816 1.00 SIGN/DISP 1.25 AMPS 134 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 15,233 RECEPTACLES 13,630 1.0/.5 EXISTING 1.00 AMPS 127 MOTORS 1.00 LRG MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 42,646 SUPP HEAT 1.00 SHOW WNDW 1.25 29,631 VA AMPSI 118 MISC EQUIP 1.00 LTG TRACK 1.00 82 A PANELBOARD NOTES PANELBOARD NOTES () 05.22.12 EN04 1) TERMINATE GROUND ON ISOLATED GROUND BUS. 2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER. 3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). 4) GFI BREAKER FOR PERSONNEL PROTECTION (5mA). 5) GFI BREAKER FOR EQUIPMENT PROTECTION (30mA). 6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. 7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. 8) REFER TO ONE -LINE DIAGRAMS FOR WIRE SIZES 9) FACTORY WIRED TO LOAD. 10) BREAKER SHALL BE HIGH MAGNETIC TYPE. 11) NEW PNLBD TO REPLACE EXISTING PNLBD WITH THE SAME NAME. NEW PNLBD POPULATION WAS DETERMINED BY ORIGINAL CONSTRUCTION DRAWINGS. E.C. SHALL VERIFY THAT ALL EXISTING BRANCH CIRCUITS ARE EXTENDED TO NEW PNLBD LOCATION. E.C. SHALL VERIFY CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE TO EXTEND PRIOR TO USE, TO INSURE THAT THEY MEET ALL U.L. RATINGS AND REPLACE AS REQUIRED. 12) ROUTE CIRCUIT THROUGH "SWEATMISER PNLBD" 13) EXISTING CIRCUIT TO REMAIN. 14) ROUTE CIRCUIT THROUGH NEW CONTACTOR. 15) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. 16) RELOCATED CIRCUIT FROM EXISTING PANELBOARD. 17) PROVIDE LUG ADAPTERS AS REQUIRED. 18) HACR CIRCUIT BREAKER. 19) EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURE THAT IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS. 20) ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTILIZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WITH LOAD IDENTIFICATION. 21) PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. IF CIRCUIT BREAKER IS IDENTIFIED AS "EXISTING", FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT CONNECTED TO ANY LOAD AND UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPARE". 22) PROVIDE U.L. LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM. 23) SOLENOID OPERATED CIRCUIT BREAKER. REFER TO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL. 24) TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND PROVIDE COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE AND PLACE ON INTERIOR OF PANELBOARD DOOR. IF CIRCUIT IS A "SPARE" THEN REFER TO PANELBOARD NOTE (21). 25) PROVIDE LISTED HANDLE -TIE BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. 26) PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. GENERAL NOTES: 1. E.C. SHALL ADD OR REARRANCE CIRCUIT BREAKERS WITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS. 2. NEW OVERCURRENT PROTECTIVE DEVICES PLACE IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD. 3. E.C. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR ALL EXISTING ELECTRICAL PANELBOARDS AFFECTED BY THE REMODEL AND IDENTIFY LOADS ON EACH CIRCUIT. PROVIDE A COMPLETE TYPEWRITTEN PANELBOARD IDENTIFICATION SCHEDULE FOR ALL AFFECTED PANELBOARDS. 4. ALL OVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE. SOURCE OF SUPPLY NOTE CONTRACTOR TO VERIFY THE FEEDER ORIGINATION POINT SOURCE OF POWER FOR ALL DISTRIBUTION BOARDS, PANELBOARDS, AND BUSWAY AFFECTED BY THE REMODEL SCOPE OF WORK. PROVIDE A LAMINATED PLASTIC NAMEPLATE PER SPECIFICATIONS INDICATING THIS INFORMATION. EXAMPLES: H1A FED FROM MSWB L1 D FED FROM H1 B VIA T1 D EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. W 0 w! 3 fl co Do ww 0 o zw azc za U_(nF-LL1W2ZF-oc5z0w W o oxPxmWaW F-z cni iwWpopCw1. a~0¢WWQ°om uzzaw UU'=a->- Z w a- w-< L2T, w aF-Zo o,-0oowm-o=oO n z-ozz=z_z ZU_ O C7a0vor awUOUa Q QwF_QZ UJootitn Ucn ZNw, 5WomW2am000a aNF-_ WHwz0ow Z oa:Dcl LL> wuwwD= F-oEUowmcwCY_,awaF- Z cqAa O O N WZ Z N i O w O wz zw_ W J FU) z O 0 C) 0 DRAWN BY: W N C --::D C Z 195 SC PROTO CYCLE: Y DOCUMENT DATE: W ww a 0 o 0 W a o 0] M Lu U U5(n ry 0C) F- 0 O a W M o z U O QO z U_a o r - co W 0 w! 3 fl co Do ww 0 o zw azc za U_(nF-LL1W2ZF-oc5z0w W o oxPxmWaW F-z cni iwWpopCw1. a~0¢WWQ°om uzzaw UU'=a->- Z w a- w-< L2T, w aF-Zo o,-0oowm-o=oO n z-ozz=z_z ZU_ O C7a0vor awUOUa Q QwF_QZ UJootitn Ucn ZNw, 5WomW2am000a aNF-_ WHwz0ow Z oa:Dcl LL> wuwwD= F-oEUowmcwCY_,awaF- Z cqAa O O N WZ Z N i O w O wz zw_ W J FU) z O 0 GW DRAWN BY: KLW C --::D C Z 195 SC PROTO CYCLE: 0 DOCUMENT DATE: 08/17/16 ww 0 o M O WWuiZ U U Cfl m N 0C) F- O CC) O W M o z wOm z m O ISSUE BLOCK i CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME -. David D Haake LICENSE: 40241 SIGNATURE: DATE: SHEET: EMS CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED EMS COMPONENTS INDICATED. COORDINATE THE TIMELY DELIVERY OF EMS COMPONENTS. COORDINATE ALL PROGRAMMING CHANGES WITH THE EMS VENDOR TO PROVIDE FULLY FUNCTIONAL UNIT CONTROL SEQUENCE. PROVIDE CONDUIT, FITTINGS, WIRE -TIES, CONNECTORS, LABELS, AND ANY OTHER MISC. PARTS NEEDED TO INSTALL AND START THE SYSTEM. OWNER WILL FURNISH ALL MAJOR E.M.S. DEVICES (INCLUDING 24 VOLT TRANSFORMERS AND RELAYS). WIRE LEGEND WIR-1010 (TAN CABLE 18-2,20-2 TWISTED PAIR) WIR-2020 (BLUE CABLE 22-2 TWISTED PAIR) BELDEN 8719 (16-2 TWISTED PAIR) BELDEN 8761 (22-2 TWISTED PAIR) BELDEN 8771 (22-3 TWISTED PAIR) BELDEN 9418 (18-4 W/DRAIN GROUND) BELDEN 1120A (18-3 TWISTED PAIR) NOTES: 1. ALL CABLE WIR-2020 UNLESS NOTED OTHERWISE. 2. ALL CABLE FURNISHED AND INSTALLED BY EMS CONTRACTOR. N i a CLASSROOM 2 . 1b.- ! EM1 0 CEILING MOUNTED1 OCCUPANCY.' SENSORS, TYP, a CONTACT THE EMS SUPPLIER TO OBTAIN THE CONTROLLERS ADDRESS LIST BEFORE ADDRESSING THE CONTROLLERS. ADDRESS THE CONTROLLERS IN STRICT ACCORDANCE WITH THE ADDRESS LIST. NEW DOAS-1 EM1 OFFICE AREA DOAS BACNET LOOP. ROUTE CABLE THROUGH OPENING INSIDE EQUIPMENT EMS CONTRACTOR TO NEW ETHERNET CABLE TO LOCATE NEW XCM20R WALMART DATA NETWORK BY CONTROLLER AS CLOSE AS WALMART CABLING ISD PROVIDER. POSSIBLE TO EXISTING EMS CONTRACTOR TO COORDINATE MASTER CONTROLLER WITHIN THE DATE REQUIRED FOR THIS ELECTRICAL ROOM FOR SERVICE WITH THE WALMART FUTURE TIE-IN TO EXISTING CONSTRUCTION MANAGER. STORE EMS SYSTEM. DOAS BACNET N co 0 0 LOOP CEILING MOUNTED OCCUPANCY SENSORS i FURNISHED BY OWNER, TYP WIR-1010, TYP OS OS OS OS OS NEW 120/24VAC 50VA XFMR i INSTALLED BY EC — I WM ACADEMY — ELECTRICAL ROOM 1— — THE OCCUPANCY SENSORS SHALL BE WIRED IN SERIES SUCH THAT OCCUPANCY INDICATION BY ANY SENSOR GENERATES THE OCCUPANCY SIGNAL. THE BAS SHALL BE PROGRAMMED FOR "CLOSED" TO INDICATE OCCUPANCY AND "OPEN" TO INDICATE NO SPACE IS OCCUPIED. PARTIAL EMS ONE -LINE_ NTS CURB. PROVIDE 6' COIL FOR FINAL \ CONNECTIONS.— 1-- _.-___-----__- # . T tom" •._" .... .... u i HALLWAY I ... GW KLW NEW 195 SC DOASi XCM20R DOCUMENT DATE: CONTROLLER CONTROLLER ON ROOF) i i G IN G IN N co 0 0 CEILING MOUNTED OCCUPANCY SENSORS i FURNISHED BY OWNER, TYP WIR-1010, TYP OS OS OS OS OS NEW 120/24VAC 50VA XFMR i INSTALLED BY EC — I WM ACADEMY — ELECTRICAL ROOM 1— — THE OCCUPANCY SENSORS SHALL BE WIRED IN SERIES SUCH THAT OCCUPANCY INDICATION BY ANY SENSOR GENERATES THE OCCUPANCY SIGNAL. THE BAS SHALL BE PROGRAMMED FOR "CLOSED" TO INDICATE OCCUPANCY AND "OPEN" TO INDICATE NO SPACE IS OCCUPIED. PARTIAL EMS ONE -LINE_ NTS CURB. PROVIDE 6' COIL FOR FINAL \ CONNECTIONS.— 1-- _.-___-----__- # . T tom" •._" .... .... u i HALLWAY I ... GW KLW C, C=D Z 195 SC PROTO CYCLE: 00 DOCUMENT DATE: 08/17/16 ww T-1. i N co 0 0 WW W 6 TflI X1.1........: 1 z RELOCATED S-36 gaggm Ammoloulm 1/411 = 1 1-011 i 12 RTU -36 WIR-2020 S-36 RELOCATED ETM 24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, SEND E-MAIL TO NSRM@WALMART.COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND HOW LONG IT IS ANTICIPATED TO BE DOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART.COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. I" 1:l EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. GENERAL EMS NOTES 1. TERMINATIONS SHALL BE MADE IN ACCORDANCE WITH EMS SUPPLIER INSTALLATION INSTRUCTIONS. NO FOIL OR UNUSED WIRE(S) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK. 2. CABLE: PROVIDE CABLE ACCORDING TO DRAWINGS. NO DEVIATION FROM DRAWINGS WILL BE ACCEPTED. CABLES SHALL HAVE EACH END LABELED INDICATING WHERE THE OPPOSITE END TERMINATES. CABLE SHALL BE INSTALLED IN CONDUIT OR CABLE TRAY IN FINISHED AREAS OF BUILDING. 3. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. 4. ROUTE EMS CONDUITS IN SALES AREA CONCEALED (IN WALLS, PIPE RACKS AND/OR CHASES). PROVIDE A TRANSITION FROM THE PVC UNDERSLAB EMS CONDUIT TO EMT OR FLEX. EMS CABLES SHALL BE RUN IN CONDUIT FULL LENGTH, BENEATH REFRIGERATED CASES. EMS CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED. 5. DEMOLITION: COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF EMS DEMOLITION. REMOVE CONDUIT AND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR DEVICES. DEMOLITION SHALL NOT AFFECT ACTIVE CIRCUITS. 6. EMS CONTRACTOR SHALL PROVIDE ASSISTANCE TO THE EMS SUPPLIER ON PERFORMING EQUIPMENT TESTS ON POWER SWITCHING PANELS AS NECESSARY. EMS SYMBOLS AHUC AHU CONTROLLER AHUS# AHU TEM/RH SENSOR ALS ANALOG LIGHT SENSOR ETM ELECTRONIC THERMOSTAT MODULE IDS INDOOR DEWPOINT SENSOR CH:> INDOOR HUMIDITY SENSOR CITD INDOOR TEMPERATURE SENSOR CODD OUTDOOR DEWPOINT SENSOR OTS:> OUTDOOR TEMPERATURE SENSOR CE) WALL TEMPERATURE SENSOR S# UNIT HEATER TEMPERATURE SENSOR RTUC ROOFTOP UNIT CONTROLLER BAP BUILDING ALARM PANEL CO2 CARBON DIOXIDE SENSOR LINGO XE BUILDING EMS CONTROLLER FDI FLUORESCENT DIMMER INTERFACE HIR HUMIDITY INTERFACE RELAY IAO INTERFACE ANALOG OUTPUT IFP INTERFACE PANEL IOM INPUT/OUTPUT MODULE IR INTERFACE RELAY EilCONTACTOR EXIE] INPUT/OUTPUT MODULE PLM PHASE LOSS MONITOR EOP POWER SWITCHING OVERRIDE PANEL PSP POWER SWITCHING PANEL ROP REMOTE OVERRIDE PANEL ELDP ECLIPSE LIGHT DIMMING PANEL UCM UNITARY CONTROL MODULE XCM.20R BUILDING EMS CONTROLLER OS NIGHTTIME OVERRIDE SWITCH OS MOMENTARY PUSH BUTTON SWITCH NEW EQUIPMENT EXISTING EQUIPMENT FACTORY INSTALLED EQUIPMENT EQUIPMENT TO BE DEMOLISHED NOTE: ALL WORK INDICATED ON ENERGY MANAGEMENT SHEETS IS TO BE COMPLETED BY WALMART APPROVED CONTRACTOR. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING THE WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. O ZwU n-zC z w cnw zi o zicn W o f OAF=wv z t- zw waw z wwOpo w p w.. <aWQo°m LL moi- Ez<,ax ax cnw 0QLj¢wTww'xi <2 Q zo WD6oz2wEo2pO n Z ozzcn=z~Z Qwc)o0Qz0 oO Qz=F-zC J00LL6) 0~<0<W QwWCL z-~0_ jww00Fr w lw- w<U5 g ZfrU)O zoo<nxL1-.Xwwuwwo2Cnf-c)M00 0 m0wxJxx<F-- Z ERWoo - WW c W 0 x 53 v dm c M zod a W t W!Wzo 3ZWcV Q iLW PJM j 0 W z O U 00 GW DRAWN BY: KLW C, C=D Z 195 SC PROTO CYCLE: 00 DOCUMENT DATE: 08/17/16 ww 0 0 N co 0 0 WW W N C° M 0 N 0 m z w CIO D z m ISSUE BLOCK CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: David D Haake LICENSE: 4-02-41 SIGNATURE• q, DATE: SHEET: EM1 BAS DOAS COMMUNICATION: THE BAS SHALL COMMUNICATE AN OCCUPIED SIGNAL (AV:62) TO THE DOAS CONTROLLER WHEN ANY SPACE SERVED BY THE DORS IS OCCUPIED AS INDICATED BY BAS SPACE OCCUPANCY SENSORS CLOSED = OCCUPIED, OPEN = UNOCCUPIED). WHEN ALL SPACES HAVE BEEN UNOCCUPIED FOR 30 MINUTES, THE BAS SHALL COMMUNICATE AN UNOCCUPIED SIGNAL (AV:62) TO THE DORS CONTROLLER. THE BAS SHALL DISABLE DORS OPERATION DURING PHASE LOSS OR SITE EMERGENCY SHUTDOWN BY COMMUNICATING AN UNOCCUPIED SIGNAL (AV:62) TO THE DOAS CONTROLLER. THE BAS SHALL DISPLAY THE FIVE MOST RECENT DOAS ALARMS AND SHALL GENERATE AND COMMUNICATE THE FOLLOWING ALARMS TO THE OWNER ALARM REPORTING PROGRAM (WARP): DOAS ALARM LIST OBJECT FROM OEM CONTROLLER TO BAS FROM BAS TO OWNER ALARM REPORTING PROGRAM WARP) BAS PRIORITY ALARM VALUE ALARM VALUE B1:6 DUCT SENSOR PROBLEM YES DAILY TRUE FALSE B1:23 AIR FLOW SWITCH YES DAILY TRUE FALSE DOAS MONITORING ALARM LIST NOTE: THE BAS SHALL GENERATE AND STORE FIVE DAYS OF DATA AT 15 MINUTE INTERVALS FOR ALL DATA POINTS LISTED IN THE VISIBLE TO BAS LOCAL USER INTERFACE COLUMN. FROM BAS TO OWNER OBJECT DESCRIPTION VISIBLE TO MONITORING Y/N) ALARM REPORTING PROGRAM VCB-X BACNET COMM (1/0) VALUE DESCRIPTION WARP) BAS PRIORITY ALARM CRITERIA OCCUPANCY SENSOR FAIL YES DAILY OCCUPANCY SENSED FOR MORE THAN 24 HOURS NOTE: THE BAS SHALL ENABLE DOAS OPERATION AT ALL TIMES WHEN THE OCCUPANCY SENSOR FAIL ALARM IS ACTIVE BY COMMUNICATING AN OCCUPIED SIGNAL (AV:62) TO THE DOAS CONTROLLER. DOAS SEQUENCE OF OPERATION: THE DOAS CONTROLLER SHALL COMMUNICATE DIRECTLY TO THE BAS VIA BACNET COMMUNICATION PROTOCOL. THE DOAS CONTROLLER SHALL BE CONFIGURED SO THAT BAS BACNET VALUES OVERWRITE AV VALUES ENTERED IN THE LOCAL CONTROLLER. UPON RECEIVING THE BAS OCCUPIED SIGNAL (AV:62), THE DOAS CONTROLLER SHALL OPERATE THE SUPPLY FAN CONTINUOUSLY AND PERFORM THE FOLLOWING UNIT FUNCTIONS AND SEQUENCES USING THE SETPOINTS AND DEADBAND LISTED IN THE BACNET PROPERTIES FOR THE VCB-X CONTROLLER TABLE. ENERGIZE UNIT COMPONENTS BASED ON OUTDOOR AIR OCCUPIED COOLING (AV:1), HEATING (AV:2) AND/OR DEWPOINT (AV:21) SETPOINTS AS REQUIRED TO SUPPLY VENTILATION AIR AT THE SUPPLY AIR TEMPERATURE (SAT) SETPOINTS. ALL CONTROL STATE CHANGES USE THE MODE SELECT DEADBAND (AV:7). EXAMPLES: COOLING AND DEHUMIDIFICATION ARE ENERGIZED WHEN THE OUTDOOR TEMP/DP RISES TO 1F ABOVE THE OCCUPIED COOLING/DEWPOINT SETPOINTS (AV:1/AV:21) AND COOLING AND DEHUMIDIFICATION ARE DE- ENERGIZED WHEN THE OUTDOOR TEMP/DP FALLS TO 1F BELOW THE OCCUPIED COOLING/DEWPOINT SETPOINTS (AV:1/AV:21). HEATING IS ENERGIZED WHEN THE OUTDOOR AIR FALLS TO 1F BELOW THE OCCUPIED HEATING SETPOINT (AV:2) AND HEATING IS DE -ENERGIZED WHEN THE OUTDOOR AIR RISES TO 1 F ABOVE THE OCCUPIED HEATING SETPOINT (AV:2). WHEN COOLING MODE IS ENERGIZED, THE SAT SHALL BE AS FOLLOWS: IF THE RETURN AIR TEMPERATURE (RAT) IS BELOW THE SAT COOL SETPOINT RESET SOURCE LOW LIMIT (AV:33), THE UNIT SHALL SUPPLY AIR AT THE MAX SAT COOLING SETPOINT RESET LIMIT AV:12). IF THE RAT IS BETWEEN THE SAT COOL SETPOINT RESET SOURCE LOW LIMIT (AV:33) AND THE SAT COOL SETPOINT RESET SOURCE HIGH LIMIT (AV:34), THE SAT SHALL BE RESET TO A LINEAR VALUE BETWEEN THE SUPPLY AIR COOLING SETPOINT (AV:10) AND THE MAX SAT COOLING SETPOINT RESET LIMIT (AV:12). IF THE RAT IS ABOVE THE SAT COOL SETPOINT RESET SOURCE HIGH LIMIT (AV:34), THE UNIT SHALL SUPPLY AIR AT THE SUPPLY AIR COOLING SETPOINT (AV:10). AV:12 lu- QI AV A O COOLING MODE AV133 RAT AV': 34 WHEN HEATING MODE IS ENERGIZED, THE SAT SHALL BE AS FOLLOWS: IF THE RAT IS ABOVE THE SAT HEAT SETPOINT RESET SOURCE HIGH LIMIT (AV:36), THE UNIT SHALL SUPPLY AIR AT THE SUPPLY AIR HEATING SETPOINT (AV:11). IF THE RAT IS BETWEEN THE SAT HEAT SETPOINT RESET SOURCE HIGH LIMIT (AV -36) AND THE SAT HEAT SETPOINT RESET SOURCE LOW LIMIT (AV:35), THE SAT SHALL BE RESET TOA LINEAR VALUE BETWEEN THE MAX SAT HEATING SETPOINT RESET LIMIT (AV:13) AND THE SUPPLY AIR HEATING SETPOINT (AVA 1). IF THE RAT IS BELOW THE SAT HEAT SETPOINT RESET SOURCE LOW LIMIT (AV:35), THE UNIT SHALL SUPPLY AIR AT THE MAX SAT HEATING SETPOINT RESET LIMIT (AV:13). AV:13 QI AV: 11 HEATING MODE AV:35 RAT AV! 36 WHEN DEHUMIDIFICATION MODE IS ENERGIZED, THE COIL TEMPERATURE (CT) SHALL BE RESET AS FOLLOWS: IF THE RETURN AIR RELATIVE HUMIDITY (RH) IS BELOW THE INDOOR HUMIDITY SETPOINT LOW RESET LIMIT (AV:51), THE CT SHALL BE MAINTAINED AT THE MAX COIL SETPOINT RESET LIMIT (AV:8). IF THE RETURN AIR RH IS BETWEEN THE INDOOR HUMIDITY SETPOINT LOW RESET LIMIT (AV:51) AND THE INDOOR HUMIDITY SETPOINT HIGH RESET LIMIT (AV:52), THE CT SHALL BE RESET TO A LINEAR VALUE BETWEEN THE MAX COIL SETPOINT RESET LIMIT (AV:8) AND THE MIN COIL SETPOINT RESET LIMIT (AV:9). IF THE RETURN AIR RH IS ABOVE THE INDOOR HUMIDITY SETPOINT HIGH RESET LIMIT (AV:52), THE CT SHALL BE MAINTAINED AT THE MIN COIL SETPOINT RESET LIMIT (AV:9). AV:8 U AV:9 DEHUMIDIFICATION MODE AV:51 RH AV:52 WHEN THE OUTDOOR AIR TEMPERATURE IS BETWEEN THE OCCUPIED COOLING SETPOINT (AV -1) AND THE OCCUPIED HEATING SETPOINT (AV:2) AND THE OUTDOOR DEWPOINT IS BELOW THE OUTDOOR AIR DEWPOINT SETPOINT (AV:21), THE UNIT SHALL BE IN FAN -ONLY VENTILATION MODE. OPTION: IF SPECIFIED WITH HEAT WHEEL DEFROST, THE UNIT SHALL ENERGIZE HEAT WHEEL DEFROST WHEN THE OUTDOOR TEMPERATURE IS BELOW THE HEAT WHEEL DEFROST ENABLE SETPOINT (AV:23). OPTION: IF SPECIFIED WITH PREHEAT, THE UNIT SHALL ENERGIZE PREHEAT WHEN THE OUTDOOR TEMPERATURE IS BELOW THE PREHEAT SETPOINT (AV -24). UPON RECEIVING THE UNOCCUPIED SIGNAL (AV:62), THE DORS CONTROLLER SHALL SHUT DOWN THE UNIT AFTER ALL INTERNAL SAFETIES AND MINIMUM RUN TIMES HAVE BEEN SATISFIED. ALL EQUIPMENT SAFETY SEQUENCES SUCH AS COMPRESSOR RESET, GAS BURNER RESET, MINIMUM ON AND OFF TIMES, AMBIENT TEMPERATURE LOCKOUTS, ETC. SHALL BE PERFORMED BY THE DOAS CONTROLLER. REFER TO OEM LITERATURE FOR MORE INFORMATION. THE DOAS CONTROLLER SHALL COMMUNICATE ALL DOAS UNIT ERROR CODES TO THE BAS. W i. COMMUNICATION DATA POINT LIST THE DOAS CONTROLLER AND BAS SHALL TRANSFER THE COMMUNICATION DATA POINTS BASED ON THE FOLLOWING SCHEDULE: BACnet Properties for the VCB-X Controller NOTE: THE BAS SHALL GENERATE AND STORE FIVE DAYS OF DATA AT 15 MINUTE INTERVALS FOR ALL DATA POINTS LISTED IN THE VISIBLE TO BAS LOCAL USER INTERFACE COLUMN. PARAMETER OBJECT DESCRIPTION VISIBLE TO MONITORING Y/N) VISIBLE TO BAS LOCAL USER INTERFACE (Y/N) VCB-X BACNET COMM (1/0) VALUE Application Software Version Al: 1 Current version of the software in the unit. Y N OUTPUT 3: n2Z-ozz'n=z-z Control Mode Al: 2 Configured unit application. Y N OUTPUT Control Status Al: 3 Current Occupied / Unoccupied status Y Y OUTPUT HVAC Mode Al: 4 Current operational status. Y Y OUTPUT Supply Air Temperature Al: 7 Current value of the Supply Air Temperature Sensor. Y Y OUTPUT Outdoor Air Temperature Al: 10 Current value of the Outdoor Temperature Sensor. Y Y OUTPUT Return Air Temperature Al: 11 Current value of the Return Temperature Sensor. Y Y OUTPUT Outdoor Air Dewpoint Temperature Al: 14 Current Calculated Outdoor Air Dewpoint Temperature. Y Y OUTPUT Indoor Air Humidity Al: 15 Current value of the Indoor Humidity Sensor. (Return Air) Y Y OUTPUT Outdoor Air Humidity Al: 16 Current value of the Outdoor Humidity Sensor. Y Y OUTPUT Suction Pressure Al: 19 Current Suction Pressure Value. Y Y OUTPUT Head Pressure 1 Al: 20 Current Value of the Head Pressure 1 Reading. Y Y OUTPUT Cooling Setpoint Al: 26 Occupied Cooling Mode Enable Setpoint Mirror. Y N OUTPUT Heating Setpoint AI: 27 Occupied Heating Mode Enable Setpoint Mirror. Y N OUTPUT Supply Air Setpoint Al: 28 Current SAT Cooling or Heating Setpoint if there is no reset source; Current calculated SAT setpoint with Reset Source. Y Y OUTPUT Economizer Position Al- 32 Current position of the Economizer Damper.. Y Y OUTPUT Fan VFD Signal Al: 33 Current Supply Fan VFD Signal. Y Y OUTPUT Modulating Heating Position Al: 34 Current percentage of the Modulating Heating signal (Hot Water or SCR heat). Y Y OUTPUT Modulating Cooling Position Al: 35 Current percentage of the Modulating Cooling Signal (Chilled Water or Digital Compressor). Y Y OUTPUT Reheat Valve Position Al: 37 Current position of MHGRV Modulating Hot Gas Reheat Valve. Y Y OUTPUT Modulating Gas Valve Position Al: 38 Current position of MODGAS Modulating Gas Valve Control. Y Y OUTPUT Condenser Control Signal Al: 39 Condenser Fan / Water Valve Signal Status. Y Y OUTPUT Alarm Status Al: 40 Indicates an alarm condition. Y Y OUTPUT Return Air Humidity Al: 47 Return Air Humidity Reading. Y Y OUTPUT Occupied Cooling Setpoint SAV: 1 If the control temperature (outdoor) rises one degree above this setpoint, the control will activate the cooling demand. Y Y INPUT 72F Occupied Heating Setpoint AV: 2 If the control temperature (outdoor) drops one degree below this setpoint, the control will activate the heating demand. Y Y INPUT 69F Unoccupied CoolingOffsetp AV: 5 During the Unoccupied Mode of Operation, this Setpoint offsets the Occupied Cooling Setpoint up by this user -adjustable amount. If you do not want Cooling to operate during the Unoccupied Mode, use the default setting of 30°F for this setpoint. Y Y INPUT 30F Unoccupied Heating Offset AV: 6 During the Unoccupied Mode of Operation, this Setpoint offsets the Occupied Heating Setpoint down by this user- adjustable amount. If you do not want Heating to operate during the Unoccupied Mode, use the default setting of 30°F for this setpoint. Y N INPUT 30F Mode Select Deadband AV: 7 This value is added to and subtracted from the HVAC Mode Setpoints to create a control deadband range. Y N INPUT 1 F Max Coil Setpoint Reset Limit AV: 8 This is the highest that the Coil Temperature will be reset to during Space Humidity Reset of the Coil Suction Temperature Setpoint. If no coil temperature reset is required, this value should be set the same as the Low Coil Temperature Setpoint. Y Y INPUT 50F Min Coil Setpoint Reset Limit AV: 9 This is the lowest that the Coil Temperature will be reset to during Space Humidity Reset of the Coil Suction Temperature Setpoint. If no coil temperature reset is required, this value should be set the same as the High Coil Temperature Setpoint. Y Y INPUT 40F Supply Air Cooling Setpoint AV: 10 Supply Air Cooling Setpoint. If Supply Air Reset is configured this is the Low SAT Cooling Reset Value. _ Y Y INPUT 55F Supply Air Heating Setpoint AV: 11 Supply Air Heating Setpoint. If Supply Air Reset is configured this is the Low SAT Heating Reset Value. Y Y INPUT 70F Max SAT Cooling Setpoint Reset Limit AV: 12 If Supply Air Reset is configured this is the High SAT Cooling Reset Value. Y Y INPUT 70F Max SAT Heating Setpoint Reset Limit AV: 13 If Supply Air Reset is configured this is the High SAT Heating Reset Value. Y Y INPUT 80F Mechanical Cooling Outdoor Air Lockout AV: 17 The VCB-X will Lockout Mechanical Cooling when the Outdoor Air Temperature is below this Setpoint. Y Y INPUT 35F Mechanical Heating Outdoor Air Lockout AV: 18 The VCB-X will Lockout Mechanical Heating when the Outdoor Air Temperature is above this Setpoint. Y Y INPUT 75F Low Supply Air Temperature... AV: 19 Cooling will be disabled if the Supply Air Temperature falls below this value. See sequence for more details. Y N INPUT 40F High Supply Air Temperature Cutoff AV: 20 Heating will be disabled if the Supply Air Temperature rises above this value. See sequence for more details. Y N INPUT 150F Outdoor Air Dewpoint Setpoint AV: 21 On an MUA unit, if the OA dewpoint rises above this setpoint, Dehumidification is initiated. Y Y INPUT 50F Heat Wheel Defrost Enable Setpoint... AV: 23 The unit will go into Heat Wheel Defrost if the Outdoor Air is below this setpoint. Y Y INPUT OF Preheat Setpoint (If specified) AV: 24 If the Supply Fan is energized this is the temperature at which the Preheat Relay will activate. Operates only in the Occupied Mode. Y Y INPUT 30F SAT Cool Setpoint Reset Source Low Limit AV: 33 If doing Supply Air Setpoint Reset, this is the Low Reset Source value in Cooling that will correspond to the Supply Air Cool High Reset Setpoint. Y Y INPUT 73F SAT Cool Setpoint Reset Source High Limit AV: 34 If doing Supply Air Setpoint Reset, this is the High Reset Source value in Cooling that will correspond to the Supply Air Cooling Setpoint (Low Reset). Y Y INPUT 76F SAT Heat Setpoint Reset Source Low Limit AV: 35 If doing Supply Air Setpoint Reset, this is the Low Reset Source value in Heating that will correspond to the Supply Air Heating High Reset Setpoint. Y Y INPUT 65F SAT Heat Setpoint Reset Source High Limit AV: 36 If doing Supply Air Setpoint Reset, this is the High Reset Source value in Heating that will correspond to the Supply Air Heating Setpoint (Low Reset). Y Y INPUT 70F Control Temperature High Alarm Offset AV: 37 If the temperature of the controlling sensor rises above the Occupied Cooling Setpoint by this value, a High Control Temp Alarm will occur. Only applies if configured for Space or Return Air Temp Control, or as Single Zone VAV. Y N INPUT 30F Control Temperature Low Alarm Offset AV: 38 If the temperature of the controlling sensor falls below the Occupied Heating Setpoint by this value, a Low Control Temp Alarm will occur. Only applies if configured for Space or Return Air Temp Control, or as Single Zone VAV. Y N INPUT 30F Indoor Humidity Setpoint Low Reset Limit AV: 51 On indoor controlled (non MUA) units, this is the Humidity setpoint that initiates Dehumidification. During Coil Temp Reset, this is the lowest Space RH value that corresponds to the High Coil Temp Setpoint. Y Y INPUT 50% Indoor Humidity Setpoint High Reset Limit AV: 52 During Coil Temp Reset, this is the highest Space RH value that corresponds to the Low Coil Temp Setpoint. Y Y INPUT 60% Head Pressure Setpoint in Cooling Mode AV: 57 This is the Head Pressure Setpoint the unit will control to in the Cooling Mode. Y Y INPUT 315 psi Head Pressure Setpoint in Reheat Mode AV: 58 This is the Head Pressure Setpoint the unit will control to in the Dehumidification Reheat Mode. Y Y INPUT 400 psi Schedule Force AV: 62 1 = Forced Occupied 2 = Forced Unoccupied Y Y INPUT 1 or 2 Fan VFD Override AV: 64 Override to force the VFD to this percentage speed. Y N INPUT 100% Outdoor Air Damper Override AV: 65 Overrides all other Outdoor Air Damper position commands so as to maintain this fixed position. Configuring for "Auto" will restore normal unit control of the Outdoor Air Damper/ Economizer operation. Y N INPUT 100% Preheat Heating Setpoint (If specified) AV: 72 If the Preheater is enabled, and the unit is in the Heating Mode, this setpoint will be sent to the Preheat -X Controller to control Leaving Air Temperature. Y Y INPUT 35F Cooling Enabled Status BI: 1 Status that indicates Mechanical Cooling is enabled based on the Cooling Lockout. Y Y OUTPUT Heating Enabled Status BI: 2 Status that indicates that Mechanical Heating is enabled based on the Heating Lockout. Y Y OUTPUT Economizer Enabled Status BI: 3 Status that indicates the Economizer is enabled based on the Economizer Enable Setpoint. Y Y OUTPUT Reheat Enabled Status BI: 4 Modulating Hotgas Reheat Enabled. Y Y OUTPUT Bad Supply Air Sensor BI: 6 Alarm that indicates a failure of the Supply Air Sensor. Y Y OUTPUT Bad Outdoor Air Sensor BI: 8 Failure of the Outdoor Air Temperature Sensor. Y Y OUTPUT Missing EM1 Expansion Module BI: 10 EM1 Module is configured but not detected. Y Y OUTPUT Bad Coil Pressure Sensor BI: 11 Failure of the Coil Pressure Sensor. Will shut unit down. Y Y OUTPUT Bad Discharge Sensor BI: 13 Failure of the Digital Compressor Discharge Temperature Sensor. v Y Y OUTPUT Bad or Missing Reheat Board BI: 18 The MHGR board is configured but not detected. Y Y OUTPUT Bad or Missing MODGAS Board BI: 19 The MODGAS board is configured but not detected. Y Y OUTPUT Bad or Missing 12 Relay Expansion Board BI: 20 The 12 Relay Expansion Board is configured but not detected. Y Y OUTPUT Mechanical Cooling Alarm BI: 21 Compressor Relays are enabled but the Supply Air Temperature has not fallen 5°F w/in a user -adjustable time period. This does not apply for Modulating Cooling. Y Y OUTPUT Mechanical Heating Alarm BI: 22 Heating Mode has been initi- ated but the Supply Air Tem- perature has not risen 5°F w/ in a user -adjustable time period. This does not apply for Modulating Heating. Y Y OUTPUT Fan Proving Alarm BI: 23 Alarm that indicates an Airflow failure from the Main Fan. Heating and Cooling will be disabled. Y Y OUTPUT Dirty Filter Alarm BI: 24 Alarm that indicates the filters are dirty. Y Y OUTPUT Emergency Shutdown Alarm BI: 25 Alarm that indicates that Emergency Shutdown has been activated. Will shut the unit down. Y Y OUTPUT High Supply Temp Cutoff Alarm BI: 26 The Supply Air has risen above the Hi SAT Cutoff Setpoint. Heating stages begin to deactivate and the fan continues to run. Y Y OUTPUT Low Supply Temp Cutoff Alarm BI: 27 The Supply Air has fallen below the Low SAT Cutoff Setpoint and cooling stages will begin to deactivate. If the unit is in Economizer, Vent, or Heating Mode the Supply Fan will shut... Y Y OUTPUT High Control Mode Alarm BI: 28 Occurs when the Controlling Sensor Temperature rises above the Cooling Mode Enable Setpoint plus the Control Mode High Alarm Offset. Applies only to Space or Return Air Temperature controlled units. Y Y OUTPUT Low Control Mode Alarm BI: 29 Occurs when the Controlling Sensor Temperature falls below the Heating Mode Enable Setpoint minus the Control Mode Low Alarm Offset. Applies only to Space or Return Air Temperature controlled units. Y Y OUTPUT Digital Compressor Cutoff Alarm BI: 30 Occurs if the digital compressor discharge tem- perature rises above 268°F or the sensor is shorted. The compressor is disabled. Y Y OUTPUT Digital Compressor Lockout Alarm BI: 31 Occurs if five Digital Compressor Cutoffs occur within four hours. The compressor will be locked out. Y Y OUTPUT High Head Pressure Alarm BI: 32 Occurs if the Head Pressure exceeds the acceptable limit. Y Y OUTPUT On Board Relay 1 Main Fan BI: 37 Current status of Relay 1 on VCB-X Main Board. (Supply fan) Y Y OUTPUT On Board Relay 2 BI: 38 Current status of Relay 2 on VCB-X Main Board. (Cool 1) Y Y OUTPUT On Board Relay 3 BI: 39 Current status of Relay 3 on VCB-X Main Board. (Cool 2, if used) Y Y OUTPUT On Board Relay 4 BI: 40 Current status of Relay 4 on VCB-X Main Board. (Heat 1) Y Y OUTPUT On Board Relay 5 BI: 41 Current status of Relay 5 on VCB-X Main Board. (Energy recovery wheel) Y Y OUTPUT v0 W N CO Dco Y LUQ Ofw QEr o m w U) 0 a- 0U O ZzQU 00 W w D o wo r2O>XU) W W W zW azoz Ow O zcn W cn wP: 0 oW wW z 'z- 0-1 MWZHW3po§0LU8 DOCUMENT DATE: w LU DpmJx U SW} H JOZQXXLLJ W < 0, WW Z 0 Q z8wwx ow oso 3: n2Z-ozz'n=z-z Q UU Qr w QwU00Q ZtLO aoO QZ Q1-Q0 W D JOo0 U ZN QWW2ZJ0OJwW00E a_ o rF°d=2E Z°cn-rg ZooQ XLLXwOUwUJn2: u) HO UOcnaOw J QF f a Cj N O WZ v _ Q LLj_ CsD _ a C Z4 >< o ._ c C s W Z LL -1z Z J N SW w J C J cx> D FW Z 0 E3U 0 0 oZ 0 Ww 0 OC/) NT JAM O WZ NLliw U M N 6 00OI— Nw D (Y) O z W4 0 Z m 0 I ISSUE BLOCK I CHECKED BY: GW DRAWN BY: KLW PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 PROFESSIONAL ENGINEER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NME; David D Haake LICENSE : 40241 SIGNATURE: DATE: M!W11TA "L_ OF 0N SHEET: EM2 W 0 Y: Lu L5 t < uj co Uj 0 0 CL 0 CD W W 0 V) LLI U) IxWDD0 x xW 0 W Ix LU W LL 0 WZUj D U_ 0) 10 W 2 OCL z a I x xo,wW _60 W LU ZLUZU11ir Q - W U'j 0 Lo' 0 IWO < W0LU <-JM Q :-: ] a z ax U_ > a. < <Z 0 0 > < Z 0 W W < LL x W ziUj <I-- z0-Wx00(U'1)E0a:Q0 ?&5EzW:zDozz xzitz 00d :jxW;!<W(_)00< z E § a*- 0 t I 0z im- (< rFL-) QL5 -joo LL 0 W LUW0-ZLLj-_0W10n5zN rL _j r) (0 _j W W a 0 RD 0 50OW0.5 Ln< Zz 0 _ 2D z M U) Y_ W a. D - W Mz00<5xU_ W0WW::)3: MONTICELLO, MN EXISTING SQ FT: 203,091 STORE N0..N 3624 DATE: 08/1' 7/16 R 1XI gg- ON g im W-2 4M. 11Itai10Q1A1n ik z 4 NO Ne" D 0 z 0D..' WING INDEX 4JGENERALMECHANICAL C1 COVER SHEET Mi MECHANICAL ROOF PLAN N1 GENERAL INFORMATION M2 MECHANICAL PLANS C, _1 B 41a owl 10 10 10 A' M3 MECHANICAL DETAILS A: MECHANICAL DETAILSM3.1 AREA OF . ..... LARCHITECTURAL < pWORKD1DEMOLITIONPLANM4MECHANICALSCHEDULES C\1 0 Al FLOOR PLANS A2 ROOF PLAN AND DETAILS PLUMBING 0 4 Z coA3SECTIONSANDDETAILSPiPLUMBINGPLANS C3LijWA5XRTITIONTYPESANDWALLDETAILSP2PLUMBINGDETAILS A6 SCHEDULES AND DETAILS P3 PLUMBING SCHEDULES C) q, *i f z STRUCTURAL ELECTRICAL W iAFPARTIALROOFPLANANDDETAILSElLIGHTINGPLANS S2 4 H, DOAS AND AHU FRAMING DETAILS E2 POWER PLANS ii, D A z E3 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES 0 FIRE SPRINKLER onE3.1 PANELBOARD SCHEDULES FP1 OVERALL FIRE SPRINKLER PLAN EM1 ENERGY MANAGEMENT PLAN Wmi ISSUE BLOCKf "i YEM2SEQUENCESOFOPERATION H FA. W 0 z co KEY PLAN tip SPECIAL PROJECT ACADEMY ML 3 16 18, INBORN, Nm BUILDING CODE SUMMARY DISTANCE OF TRAVEL - TABLE 1016.2 CHECKED BY: NAME OF PROJECT: MONTICELLO, MN IBC; SPRINKLERED 250' VICINITY MAP GENERAL NOTES DRAWN BY: AA STREET ADDRESS: 9320 CEDAR ST OCCUPANCY LOAD FACTOR PROTO: 195 SCPROPOSEDUSE: ASSEMBLY OFFICEMALLWAY: 100 SF/OCCUPANT BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY PROTO CYCLE: 07/29/16CLASSROOMSIMEETINGROOMS/BREAKROOM: 15 SF/OCCUPANT CODES: BUILDING CODE: 2015 MINNESOTA BUILDING CODE CONTRACT DOCUMENTS. SUBMIT FIRE SPRINKLER MECHANICAL CODE: 2015 MINNESOTA MECHANICAL AND FUEL GAS CODE SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES DOCUMENT DATE: 08/17/16 PLUMBING CODE: 2015 MINNESOTA PLUMBING CODE OCCUPANCY LOAD CALCULATIONS - TABLE 1004.1.2 HAVING JURISDICTION (FIRE DEPARTMENT, FIRE --- ELECTRICAL CODE: 2014 NATIONAL ELECTRIC CODE (NEC) MARSHAL, ETC). OBTAIN ALL APPROVALS PRIOR TO OFFICEMALLWAY: 72_8 SF / 100 = 8 FABRICATION OR INSTALLATION. FIRE CODE: 2009 INTERNATIONAL FIRE CODE (IFC) ACCESSIBILITY CODE: 2015 MINNESOTA ACCESSIBILITY CODE CLASSROOMS: 1634 SF 15 109 2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, FIRE r ENERGY CODE: 2015 MINNESOTA ENERGY CODE TOTAL OCCUPANCY LOAD 117 EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. OCCUPANCY: A3 -ASSEMBLY USE; CLASSROOMS (ACCESSORY USE) -SECT, 303.1 3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM HAS AUG 2 9 2016B -BUSINESS; OFFICES - SECT. 304.1 CONTACTED THE AUTHORITY HAVING JURISDICTION FOREGRESSWIDTHREQUIRED - TABLE 1005.3 PRE -PLAN DATA ABOUT STATE AND LOCAL TYPE OF CONSTRUCTION: V-6 UNPROTECTED (SPRINKLERED) PER SECT. 602.5 AND TABLES 601 AND 602 EGRESS INCHES REQUIRED 0.2 INCHES PER PERSON SERVED (IBC) REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. A COMPLETE SITEMINIMUMCLEARWIDTH33INCHESFOR3'-0" DOOR OPENING SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE ALLOWABLE AREA: UNLIMITED SECTION 507.3 AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULDUgg BE DIRECTED TO 1-800-530-9924, OPTION 3, EGRESS WIDTH REQUIRED (INCHES) EQUALS: FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND (AREA OCCUPANT LOAD) X (EGRESS WIDTH PER PERSON SERVED) 4. THE STOCKROOM WILL HAVE A STACKING HEIGHT OF 15 hereby certify that this plan, seckISSURROUNDEDONALLSIDESBY60FEETMINIMUMOFPERMANENTOPENSPACE. FEET OF CLASS I-IV COMMODITIES IN FIXED, SINGLE AND UNLIMITED AREA CRITERIA IS APPLICABLE, OFFICE/CLASSROOM: GENERAL DOUBLE ROW RACKS. cation, or report was prepared by117OCCUPANTSX0.2 23.4 INCHES REQUIRED 5. REFER TO SPECIFICATION SECTIONS 01600 - PRODUCT e or under my direct supervision. TOTAL INCHES PROVIDED 66 TOTAL INCHES PROVIDED fessional ArcWte' 2 3'-0" DOORS X 33 66 INCHES PROVIDED SCOPE OF WORK REQUIREMENTS AND SECTION 01640 - OWNER FURNISHEE d that I am a duly I icensed EQUIPMENT. THESE SECTIONS INCLUDE SPECIFIC ct under the INFORMATION REGARDING ITEMS AND SERVICES TO BENEWLEARNINGCENTERTHATINCLUDES: s of the State of Minnesota. OFFICE SPACE FURNISHED AND INSTALLED BY INDIVIDUALS OTHER THAN . 0 CLASSROOMS THE GENERAL CONTRACTOR. R* h A6. CONTACT WAL-MART ROOFING MAINTENANCE VIA EMAILCOMMONSPACEWITHLOCKERSANDWORKSTATIONSATROOFPM@WAL-MART.COM FOR APPROVED BONDEDNEWHVACEQUIPMENTONTHEROOFROOFERS. NO EXCEPTIONS. ABANDONING AND CAPPING OLD RTU/SKYLIGHT CURBS. 7. INSTALL 5" DIA, 48" LONG PVC TUBE WITH SCREW CAPRELOCATE/REMOVE EXISTING RACKING. FOR REMODEL PLAN STORAGE. MOUNT INSIDE EDC. THIS Licertae # 49882 WILL BE IN ADDITION TO EXISTING TUBES. vef!:F . . . . . . . . . 8. REFER TO GENERAL CONTRACTOR PERMIT, CO REGISTRATION, NOTIFICATION INSPECTION & INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IN GC PERMIT SHEET INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE. "D FiLE GOPOVIC coor= A 10 vi4j_o jigs'PiF - - L ARCHITECTURAL: STRUCTURAL FIRE PROTECTION: MECHANICAL PLUMBING ELECTRICAL: BUILDING OFFICIAL BRR ARCHITECTURE JOHNSTON BURKHOLDER ASSOCIATES HENDERSON ENGINEERS HENDERSON ENGINEERS, INC CITY OF MONTICELLO, MNRICHARDA. MAJORS, JR. ENGINEER OF RECORD ENGINEER OF RECORD ENGINEER OF RECORD BUILDING DEPARTMENT6700ANTIOCHPLAZA, SUITE 300 930 CENTRAL STREET 8345 LENEXA DRIVE SUITE 300 8345 LENEXA DRIVE SUITE 300 .505 WALNUT ST #1 SHEET: MERRIAM, KS 66204 KANSAS CITY, MO 64105 LENEXA, KS 66214 LENEXA, KS 66214 MONTICELLO, MN 55362 C 1 SYMBOLS LEGEND X -XX REFERENCE AT KEYNOTE INDICATOR C_10.1 KEYNOTE INDICATOR P3 COLOR INDICATOR FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR 2-A2 ELEVATION INDICATOR SALES 100 ROOM NAME AND NUMBER H___PARTITION TYPE INDICATOR 1A1 DOOR INDICATOR M WINDOW INDICATOR TV MONITOR A - COLUMN LINE INDICATOR ri 100'-0" HEIGHT ELEVATION INDICATOR q j FF EL 100'-0" PLAN ELEVATION INDICATOR 5 A2 ENLARGED DETAIL INDICATOR Z, DA2 DETAIL INDICATOR DETAIL NAME1SCALECOD CO E INTERNAL INFORMATION ONLY TACTILE EXIT SIGN TACTILE SIGN REQUIREMENTS 1, A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR LOCATIONS. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (ICC A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER 111. 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2". 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS. PREFERRED SOLUTION SIGNS CONTAINING TACTILE I CHARACTERS SHALL BE I LOCATED SO THAT THERE IS AN 18"X18" CLEAR FLOOR 18" AREA CENTERED ON THE MIN TACTILE CHARACTERS ALTERNATE SOLUTIONS ALTERNATE LOCATION NEAREST ADJACENT WALL, RIGHT HAND SIDE OF OPENING PREFERRED) A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. A_r __ r = C. WHEN SIGN IS REQUIRED AT A BANK OF DOORS, PLACE (1) SIGN BETWEEN JAMBS. IF JAMB IS NOT WIDE ENOUGH FOR SIGNAGE, PLACE (1) SIGN AT RIGHT SIDE OF BANK OF DOORS. B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAN FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. SITE VERIFICATION REQUIREMENTS: 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 6. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. GENERAL REQUIREMENTS: 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING ARE INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES ARE INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 6. ANY DAMAGE TO WAL-MART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. 8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAYBE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 10. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 11. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION 12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER, 14. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 15. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 16. THE PROJECT SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 17. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 18. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 19. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 20. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. DEMOLITION REQUIREMENTS: 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. SIGNAGE LEGEND SIGN W- O O O LU_ z o SIGN, REF NOTE 3. W FF 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE MATERIALS OR FINISHES. 5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ICC A117.1 SECTION 703.4 ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR A KEYNOTE OR BLOCK OF X.XX KEYNOTES WITH A LEADER X.XX ATTACHED APPLY SPECIFICALLY X,XX TO THE ITEM, AREA, OR SURFACE ADA TO WHICH THE LEADER IS ADJ POINTING SALES ABOVE FINISHED FLOOR AFG IN ADDITION TO THE ROOM FINISH 166-1 SCHEDULE, A KEYNOTE OR BLOCK X.XX X.XX OF KEYNOTES ATTACHED TO THE X.XX X.XX ROOM NAME TAG APPLY TO THE X.XX X.XX ENTIRE ROOM P3 COLOR INDICATOR FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR 2-A2 ELEVATION INDICATOR SALES 100 ROOM NAME AND NUMBER H___PARTITION TYPE INDICATOR 1A1 DOOR INDICATOR M WINDOW INDICATOR TV MONITOR A - COLUMN LINE INDICATOR ri 100'-0" HEIGHT ELEVATION INDICATOR q j FF EL 100'-0" PLAN ELEVATION INDICATOR 5 A2 ENLARGED DETAIL INDICATOR Z, DA2 DETAIL INDICATOR DETAIL NAME1SCALECOD CO E INTERNAL INFORMATION ONLY TACTILE EXIT SIGN TACTILE SIGN REQUIREMENTS 1, A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR LOCATIONS. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "0" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (ICC A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER 111. 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 4.a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 4.b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2". 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS. PREFERRED SOLUTION SIGNS CONTAINING TACTILE I CHARACTERS SHALL BE I LOCATED SO THAT THERE IS AN 18"X18" CLEAR FLOOR 18" AREA CENTERED ON THE MIN TACTILE CHARACTERS ALTERNATE SOLUTIONS ALTERNATE LOCATION NEAREST ADJACENT WALL, RIGHT HAND SIDE OF OPENING PREFERRED) A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. A_r __ r = C. WHEN SIGN IS REQUIRED AT A BANK OF DOORS, PLACE (1) SIGN BETWEEN JAMBS. IF JAMB IS NOT WIDE ENOUGH FOR SIGNAGE, PLACE (1) SIGN AT RIGHT SIDE OF BANK OF DOORS. B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAN FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. SITE VERIFICATION REQUIREMENTS: 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS). IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 6. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WAL-MART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. GENERAL REQUIREMENTS: 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING ARE INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES ARE INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 6. ANY DAMAGE TO WAL-MART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WAL-MART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. 8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAYBE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 10. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 11. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION 12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER, 14. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT/ENGINEER FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 15. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 1013C CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 16. THE PROJECT SPECIFICATIONS FOR REMODEL PROJECTS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 17. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 18. ALL ADJACENT BUILDINGS (IF APPLICABLE) SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 19. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 20. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. DEMOLITION REQUIREMENTS: 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. SIGNAGE LEGEND SIGN W- O O O LU_ z o SIGN, REF NOTE 3. W FF 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE -USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE MATERIALS OR FINISHES. 5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ICC A117.1 SECTION 703.4 ABBREVIATION LEGEND GENERAL ABBREVIATIONS ABBR DEFINITION AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACRYL ACRYLIC ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AWS I AMERICAN WELDING SOCIETY L MN CONST CONSTRUCTION CONT CONTINUOUS CU CONDENSING UNIT DIA DIAMETER DSD DIRECTS SHIPPING DELIVERY EAS ELECTRONIC ARTICLE SURVEILLANCE EDC ELECTRICAL DISTRIBUTION CENTER EIFS EXTERIOR INSULATION AND FINISH SYSTEM EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL ETR EXISTING TO REMAIN EW EACH WAY EWC ELECTRIC WATER COOLER FDN FOUNDATION FF FINISHED FLOOR FRP FIBER REINFORCED PLASTIC FS FAR SIDE FTG FOOTING FV FIELD VERIFY GA GAUGE GC GENERAL CONTRACTOR GM GENERAL MERCHANDISE GR GROCERY GYP BD GYPSUM BOARD HC HANDICAP HDTV HIGH DEFINITION TELEVISION HORIZ HORIZONTAL HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT INFO INFORMATION ISO ISOLATION JBE JOIST BEARING ELEVATION JST JOIST JT JOINT KSI KIPS PER SQUARE INCH L LENGTH LB POUNDS LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MAU MECHANICAL AIR UNIT ME MASONRY ELEVATION MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE Qc ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT PFC PAINT, FIX, CLEAN PL PLATE PLAM PLASTIC LAMINATE PLAST PLASTIC PLF POUNDS PER LINEAR FOOT PMEJ PREMOLDED EXPANSION JOINT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY RC REFRIGERATION CONTRACTOR REF REFER TO REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT RXPFC PHARMACY PAINT FIX CLEAN SCB SANITARY COVE BASE SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJl STEEL JOIST INSTITUTE SPECS SPECIFICATIONS SS STAINLESS STEEL STD STANDARD STRUC STRUCTURAL T&B TOP AND BOTTOM TEMP TEMPERED THK THICKNESS TO TOP OF KK TOC/TC TOP OF CONCRETE ° u TOF TOP OF FOOTING 70. ,! -IDDE TOGB TOP OF GRADE BEAM TOM TOP OF MASONRY TOP/TP TOP OF PAVING TOS TOP OF STEEL s im A TRANS TRANSVERSE - TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCPFC VISION CENTER PAINT FIX CLEAN VERT VERTICAL W WIDTH WM WALMART DEFINITION LEGEND FINAL MERCHANDISE PLAN - FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY LijU) W cWiJa Jia O Wr o wiw r0Cr O cn r W W. z r a g z z W o zwr Wazrz aQ } TUz) L-L ow 0( aQWf.Q0OLZ¢ QawUwEm- Q-,¢2X>wZ QW rz0WWx00W,,-orzoO3:- zZi:Do90zaW0=0z0Qaut z if F- WD QU z (Uj (I LU~ jQWCrW ON WO iY$ a- owPU10 w_a awowog tozrrO+-QcorWaDr-W zz 0¢5xU_xWgWWDz t-0*UG WCL0ula.jaaQf- P %P DRAWN BY: JAAPROTO: t. C.;a Z 195PROTOCYCLE: 07/2 DOCUMENT DATE: 08/17/16 W W pAVON" 0 ID--- M O ZWC) itJ 00 o N O cs7 C U) z 0) 0 W m z m O ISSUE BLOCK CHECKED BY: DRAWN BY: JAAPROTO: 195PROTOCYCLE: 07/2 DOCUMENT DATE: 08/17/16 I hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota. Ft`s Na C: n d I `ors, Jr. Sigh NOTE: THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE. CONTINUOUS SEALANT 2x WOOD PLATE 1/2" C/D EXT. PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS - ROOF DECK- CONTINU TO DECK EXISTING WALL TO REMAIN C) z_ 1/2" CD PLYWOOD 2 4'-0"X8'-0" HORIZONTAL PROVIDE 2x4 NAILER AT ALL JOINTS INSTALL CONTINUOUS LAYER 6 MIL POLY SHEETS TAPE ALL JOINTS 2x4 AT 24" OC f SALES DEMO AREA i - z z I W SALES 2x4 STUDS @ 24"O OC (TYPICAL) (D z X I W CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE 21-011 SEALANT UNDER BOTTOM PLATEMAX 2x4 TREATED WOOD SILL PLATE SECURITY ENCLOSURE. 3/4" = 1'-0" DO NOT USE DUSTWALL TO SHORE ROOF JOISTS WALL TO BE REMOVED 6'-0" LOAD BEARING 4'-0" ELSEWHERE DEMO AREA NOTES: 1. INSTALL TEMPORARY WALL IN SECTIONS APPROX 40'-0" PER DAY COORDINATE WITH STORE MANAGER AND WALMART CONSTRUCTION MANAGER) 2. LOCATE VERTICAL 2x4'S AS NOT TO INTERFERE WITH CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2" ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD (MAX SPACING 12" OC) CONTINUOUS SEALANT AGAINST PLATE ANCHOR AT 24" OCA COORDINATE W/SPECIFICATION SECTION 01500. 0 0 0 00 DUST WALL SECTION 3/4" = 1'-0" 13 i ROOF DRAIN LEADER TO REMAIN (TYP) 12 i DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE/RELOCATE AREA TO BE DEMOLISHED SHEET NOTES 1. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON N1 SHEET. 2. REMOVE ALL DOORS SHOWN DASHED. REFER TO ENLARGED PLANS AND DOOR SCHEDULE FOR DOOR AND FRAME REPLACEMENT. 3. REF 2- D1, 3- D1 FOR DUST WALL AND SECURITY ENCLOSURE DETAILS. COORDINATE LOCATIONS WITH WI CONSTRUCTION MANAGER. 4. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATE[ ON FXS SHEETS WILL BE PERFORMED BY OTHERS. Ir-- ------ —--------------- — II it II II iJ U REMOVE RACKING REQUIRED FOR NEW CONSTRUCTION. SAVE FOR RELOCATION. (TYP) INTERIOR STOCKROOM n-- --------- I I- -- IT IT- --------- Lj ----------------------------- II`---------------U`--------------IJ u II ww O p Zww a-goza cnl-wOzox LJ<-- II i`---------- II`---------------U`--------------IJ REMOVE WALL FINISHES AS NEEDED TO INSTALL SOUND BATT INSULATION REMOVE FLEXIBLE rr ----------- -FT-- - --- FT----- ----- - - ------ -- I I I I TRAFFIC DOOR. I I I I I I I METAL FRAMES ETR IJP ---------------u<=------ =-------------- --------I DEMOLITION PLAN- 0 . I SALESFLOOR 7T------ -- - II ' II uL=-----------=--------------u'=-----------u u------- ----u- ------ ---LL ------------ iJ 1 FT I ' u<' - REMOVE PORTION OF WALL AS REQUIRED TO RECEIVE NEW DOOR RACKING TO REMAIN TYP) MOP SINK TO REMAIN LADDER TO REMAIN N LJ I . , ; EYEWASH STATION TO REMAIN WATER HEATER TO REMAIN APPROVED FILE COPY REVIEWED FOR CODE 1N1itRlEiY ` OMPLA NCE SUBJECT TO FIELD INSPECTION Date: 191-61. JA Signed:,44 W VJ w O cn no wwl r DW ww O p Zww a-goza cnl-wOzox W zF p OWW F WU Z F - W 1-Z PROTO CYCLE: LU Z x (nti WwOLLpgWU O 0 Q W U w ~Q aw< LL z_jzzQzWUw=n.>- z W Q Q W w Q z0l006czowto=p M_Dzz=z zz 0 UULOJQOo ooW-wc~ n3: Q' OQzWU oU oaL QWW°aE0p WpO - a C) CO =°o Q Q'zwozz-EoQa 0_5-w 53o w z w W UW aUoa.oOf_jxx F - z F- J U) z O 0 IV DRAWN BY: AA C3 Z 195 SC PROTO CYCLE: 00 2 08/17/16 w 0 ry(d M Q.. LLJ z w W UW C) C' N q- tf) s IIIII.— CO M M v/ J Z iz WOM z M O ISSUE BLOCK 1 1 09/28/16 IADD#2 CHECKED BY: JK IV DRAWN BY: AA PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 hereby certify that this plan, sped' cation, or report was prepared by ee or cinder my direct supervision d that l am a duty Licensed reffessional Architect under the ws, of the State o ' 9inn ota. I j int Nfin R ton. Jt• License # 49882 DEMOLITION PLAN SHEET: D 1 0 00 N 13) 12(:11 v^`w i wv' ` V vf-%L` ' INTERIOR FINISH PLAN In23/16" = 1'-0" 67'-6" 18'-4" 24'-6" 24'-7" 8'-0" VIDEO MONITOR 81-10" VIDEO MONITOR WM FURNISHED, WM FURNISHED, FV GC INSTALLEDGCINSTALLED 5'-11" 6'-2" 6'-1" 5'-8" i G3 G3 LL j 10 r-- - r-- - r --T--- CLASSROOM 1 I G3 4 10I I dIl I MI6 — I r - T - - , I LlPROVIDEACCESSih PANEL AT ROOF ' 203 i I 1 1 1 p A5 i (1P DRAIN CLEANOUT I 1nr Al tJ TYP U1 I i l t I I CLASSROOM 3 4Il! iILZ 1 I L1TABLESAND - CLASSROOM 2 L_— 1__ J FCHAIRS(TYP) 10____ JWMPROVIDED10TLESANDCHAIRS10A3 TYP) A6 WM PROVIDED 48"X72" DRY 48"X72" DRY ERASE BOARD ERASE BOARDT- I Fr t FT/VM T[F 1FIR LtFURNISHED, GC U1 I It 1 1 FURNISHED, GC I LE I I INSTALLEDI1I ( 1 48"X96" DRY 111 i 1 Fr INSTALLED 111-, IIr IIII-11P 111i 1 FR ERASE BOARD I d(j`i 1 ,L, L I ! 1 UI 1 ,L, dfl-1 I ,L, VIDEO MONITOR WM FURNISHED, I 1 1 I 1 1 1 t t GC INSTALLED 111-1 1111' 1 1 1 111 1 1 tFR WM FURNISHED, 1 1 I 1 1 I 1 i 1 1 I 3 GC INSTALLED _ _ - 205C _ _ 1 _ _ dlI LL _ - _L _ - J ( l • 204C • dll L _ 11b 10 2-1 T • 5 TYPImo" ` 7 A3 / A3 A6 / 205A N N (204B Of 11'-101/2" 12'-1" 13 EXISTING ROOF DRAIN (TYP) 5 A3 FSTRIPES IDE PAINTED P5 Co AT 12" V 44" WIDE 90 LOCKERS (TYP) 1110 DRAWN BY: WM FURNISHED, A3 200GCINSTALLED DOCUMENT DATE: OFFICE FURNITURE AND A3 A6 O EQUIPMENT (TYP) WM PROVIDED / 203A a O N 7"-2" 61-1011 HALL WAY W WCDw 200 UU N BULLETIN BOARD TYP 10.20 D N u) M FURNISHED, GC Z AT ALL OUTSIDE O COUNTER CORNERS INSTALLED BRACKET (TYP) ALCOVE 207 10A3mj 5 PAINT TO MATCH WALL TYP OF 3) Co O 9-A3 A3LOCKABLESTORAGEo10.44 W i u OFFICE AREA CABINETS 2 TYP 202 WM PROVIDE A3 A6 boG3 10 A3 8-A3 1 I an 0 ] 0 EI :0 ]I I 0 .0 ] 0 E 0 3 1 8 2'-8" EQ EQ EQ EQ EQ EQ EQ EQ A5 SS SINK 12'-0" REF MEP COFFEE MAKER 20'-8" 19'-5" WM PROVIDED - 13 EXISTING ROOF DRAIN (TYP) 5 A3 FSTRIPESIDE PAINTED P5 Co AT 12" V 44" WIDE 90 LOCKERS (TYP) 1 10.44 DRAWN BY: WM FURNISHED, A3 200 PROTO CYCLE: GC INSTALLED DOCUMENT DATE: 08/17/16 A6 O T--T--T--T--T--T--T-T--T----T--r--r--T--, a O N c.0 y) 0ozWWCDwo UU N BULLETIN BOARD 200A /WM D N u) M FURNISHED, GC Z A6 O W Co INSTALLED ALCOVE 207 5 PAINT TO MATCH WALL TYP OF 3) Co O A3 r50 A3 12 1 K FLOOR PLAN 3/16" = 1'-0" STOCKROOM EXISTING MOP SINK EXISTING EYE WASH STATION, EXISTING ROOF HATCH TO REMAIN EXISTING WATER HEATER EXISTING BOLL RD (TYP) EXISTING RACKING) TO REMAIN (TYP) I SHEET NOTES 1. REF SHEET A6 FOR SCHEDULE FINISH KEY. 2. REFER TO RACK ANCHORAGE PLAN FOR STEEL RACK FIXTURE ANCHORING REQUIREMENTS. 3. REF TO SPEC SECTION 01500 FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUPMENT. DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPEC SECTION 01330. 4. REF A5 FOR PARTITION TYPES AND DETAILS. 5. DASHED EQUIPMENT OWNER PROVIDED UNLESS STATED OTHERWISE. 6. COORDINATE TV LOCATION WITH WM CONSTRUCTION MANAGER. REF 3 - A3 FOR BLOCKING. 7. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD, UNO. 8. ALL DRY ERASE BOARDS TO BE INSTALLED 36" AFF. 9. ALL BULLETINE BOARDS TO BE INSTALLED 48" AFF. KEYNOTES 6.03 48" HIGH PLYWOOD WAINSCOT 6.23 3/4" HALF ROUND, PAINTED. INSTALL WITH TOP OF MOULDING AT 48" AFF. TERMINATE AT BULLETIN BOARDS AND LOCKERS AS NEEDED TO PROVIDE SMOOTH SURFACE TO INSTALL EQUIPMENT TIGHTLY TO THE WALL. 6.24 48" HIGH WAINSCOT. 10.20 1 1/2" X 1 1/2" STAINLESS STEEL CORNER GUARD TO 48" AFF 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1. APPROVED FILE COPY i w a E -:'4I -Wf.0 07OR CODE 5U6JEC1')0 FIELD INS =0N Date: __-_ i vo cc U O Y Q pw as U cn FW-- o W x JWdO= UUO Fw- t" - z U C c; W O w f- o n p v_' Zuiv awzOozQ W o o OW°ZzO W =ztwi W W QUo cnww Opp W0 0uw .. >~ ¢ ¢ d W m Jpz¢o aQw¢ QOi-O=>U z (nW W¢WI-X>LL)"L h-zOWCnQ cDOWt0IpO mZ,Dozz=z z z¢ r0w¢¢WUQ00Q¢ tno- LL- uF,oz v0p W W 2 z - ~ p J W W p O Q o<~OW<)2Dzy-ooQ zooQD°LLXOWuWWD= O UpcnaOw¢F CHECKED BY:* DRAWN BY: AA CoZ 195 SC PROTO CYCLE: 0 0 DOCUMENT DATE: 08/17/16 Lu Lu O a O J c.0 y) 0ozWWCDwo UU N D N u) M O Z u O W Co z Co O CHECKED BY:* DRAWN BY: AA PROTO: 195 SC PROTO CYCLE: 07/29/16 DOCUMENT DATE: 08/17/16 heTeby certify that this plan, sPec` fication, or rLport was prepared by me or under my direct supervisi0n alai am a de:lw Licensed fru."es,ionai Ari nitec>* cinder the taws iokjMate ' i` R ,i , Iv rj0rs, 3i• Priv N. 3 fit; azure: ML License # 4988 Date -f- SHEET: Al