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17-1693 1943 Fillmore St TI Plans
17-1693 COMcheck Software Version 4.0.5.3 Interior Lighting Compliance Certificate Project Information reviewed 6/21/17 Energy Code: 90.1 (2010)Standard JV Project Title: Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: CANYON PARK WEST 1943 FILMORE STREET TWIN FALLS, ID 83301 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-SALES(Retail:Sales Area) 3648 1.68 6129 Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:B3 3648(a) 1.40 5107(b) 2-STOCKROOM(Common Space Types:Storage) 548 0.63 345 3-FITTING ROOMS(Retail:Dressing/Fitting Room) 113 0.87 98 4-TOILET ROOMS(Common Space Types:Restrooms) 151 0.98 148 5-HALLWAY(Common Space Types:Corridor/Transition<8 ft wide) 189 0.66 125 6-DISPLAY 1 (Retail:Sales Area) 76 1.68 128 7-DISPLAY 2(Retail:Sales Area) 75 1.68 126 Supplemental Allowed Watts(null)= Total Allowed Watts= 13206 (a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s)are specified. (b)Allowance is(B x C)or the actual wattage of the fixtures given in Proposed Power section,whichever is less. (c)Supplemental watts must be associated with retail merchandise highlighting fixtures. Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. SALES(Retail:Sales Area 3648 salt) LED:F1:CHANDELIER:Other: 6 2 21 42 LED:G1:CHANDELIER:Other: 1 4 74 296 LED:1-2:MULTI HEAD LED PENDANT:Other: 4 7 68 476 LED:1 L12:LED FLEXIBLE LED LIGHT STRIP:Other: 1 1 50 50 LED:41-8:LED FLEXIBLE LED LIGHT STRIP:Other: 1 2 134 268 Track lighting:B3:TRACK: Wattage based on circuit breaker capacity(60 amps x 120 volts) 0 0 7200 7200 STOCKROOM(Common Space Ty torage 548 sq.ft.) Linear Fluorescent:K:4'STRIP LIGHT:48"T8 32W:Electronic: 2 7 62 434 FITTING ROOMS(Retail:Dressing Fitting Room 1113 ft•) LED:A2:RECESSED LED DOWNLIGHT:Other: 1 2 23 46 LED:G2:CHANDELIER:Other: 6 2 21 42 LED:SC8:LED STRIP LIGHT:Other: 1 4 44 176 TOILET ROOMS(Common Space TXpesRestrooms 151 cqA. .1 Linear Fluorescent:J-EM:2X4 RECESSED TROFFER:48"T8 32W:Electronic: 3 2 93 186 Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 1 of 13 A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. HALLWAY(Common Space yoes:Corridor/Transition<8 ft wide 189.q f„t,i Linear Fluorescent:K:4'STRIP LIGHT:48"T8 32W:Electronic: 2 3 62 186 DISPLAY 1 (Retail:Sales Area 76 sq.ft.) LED:A2:RECESSED LED DOWNLIGHT:Other: 1 3 23 Exempt Exemption:Retail Display Window Track lighting:63:TRACK: Wattage based on 17 feet of track 0 0 510 Exempt Exemption:Retail Display Window DISPLAY 2(Retail:Sales Area 75 sq.ft.) LED:A2:RECESSED LED DOWNLIGHT:Other: 1 3 23 Exempt Exemption:Retail Display Window Track lighting:133:TRACK: Wattage based on 17 feet of track 0 0 510 Exempt Exemption:Retail Display Window Total Proposed Watts= 9402 Lighting PASSES Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1 (2010)Standav requirements in COMcheck Version 4.0.5.3 and to comply with an applicable mandatory requirements listed in the Inspec/ti' Checklist. J,7 Name-Title Signature Date Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 2 of 13 6 COMcheck Software Version 4.0.5.3 �( Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2010)Standard Project Title: CHARMING CHARLIE Location: Twin Falls, Idaho Climate Zone: 5b Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: CANYON PARK WEST 1943 FILMORE STREET TWIN FALLS, ID 83301 Mechanical Systems List Quantity System Type&Description 1 RTU-1 Heating:1 each-Central Furnace,Gas,Capacity=96 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=67 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.00 EER,Required Efficiency: 11.00 EER Fan System: FAN SYSTEM 1 1 RTU-1 --Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constant Volume,3000 CFM,3.7 motor nameplate hp SYSTEM COMPLIANCE REQUIRED. 1 RTU-2 Healing:1 each-Central Furnace,Gas,Capacity=147 kBtu/h Proposed Efficiency=82,00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=80 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=11.00 EER,Required Efficiency: 11.00 EER Fan System: FAN SYSTEM 2 1 RTU-2--Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Single-Zone VAV,3700 CFM,2.9 motor nameplate hp SYSTEM COMPLIANCE REQUIRED. 1 Water Heater 1 Electric Storage Water Heater,Capacity:10 gallons No minimum efficiency requirement applies SWH COMPLIANCE REQUIRED. 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 90.1 (2010) Standard requirements In Mcheck Version 4.0.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. ._ ~ Name-Title Signature Date Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 3 of 13 COMcheck Software Version 4.0.5.3 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 0.0% 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. Section # Plan Review Complies? Comments/Assumptions & Re .ID 4.2.2,6.4. Plans, specifications,and/or ❑Complies 4.2.1,6.7. calculations provide all information ❑Does Not 2 with which compliance can be [PR211 determined for the mechanical ❑Not Observable systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed.Load calculations per acceptable engineering standards and handbooks. 4.2.2,7.7. Plans, specifications,and/or ❑Compiles 1,10.4.2 calculations provide all information ❑Does Not [PR3]I with which compliance can be determined for the service water ❑Not Observable heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. 4.2.2,8.4. Plans, specifications,and/or ❑Complies 1.1,8.4,1. calculations provide all information ❑Does Not 2,83 with which compliance can be [PR612 determined for the electrical systems ❑Not Observable and equipment and document where ❑Not Applicable exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%, 4.2.2,9.4. Plans,specifications,and/or ❑Complies 4,9.7 calculations provide all information ❑Does Not [PR411 with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations,wattage of bulbs and ballasts, transformers and control devices. 6.7.2.4 Detailed instructions for HVAC ❑Complies [PR5]1 systems commissioning included on ❑Does Not the plans or specifications for projects ❑Not Observable >=50,000 ft2. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: j:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 4 of 13 Section # Footing /Foundation Inspection Complies? Comments/Assumptions &Re .ID 6.4.3.8 Freeze protection and snow/ice ❑Complies [FO9]3 melting system sensors for future ❑Does Not connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 LLow Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\CharmingCharlie\170387\Docs\MEP\170387COMCHECK.cck Page 5 of 13 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Re .ID 7.4.4.1 Temperature controls installed on ❑Complies [PL2]3 service water heating systems []Does Not (<=1204F to maximum temperature for intended use). ❑Nat Observable ❑Not Applicable 7.4.6 Heat traps installed on non-circulating ❑Complies [PL4]3 storage water tanks. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 6 of 13 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Re .I13 6.4.1.4,6. HVAC equipment efficiency Efficiency: Efficiency: ❑Complies see the Mechanical Systems list 4.1.5 verified. Non-NAECA HVAC ❑Does Not for values. [ME1]2 equipment labeled as meeting 90.1. ❑Not Observable ❑Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ❑Complies [ME3]3 have motorized dampers that ❑Does Not automatically close. []Not Observable ❑Not Applicable 6.4.3.4.2, Outdoor air and exhaust systems ❑Complies 6.4.3.4.3 have motorized dampers that ❑Does Not [ME4]3 automatically shut when not in use and meet maximum leakage ❑Not Observable rates. Check gravity dampers ❑Not Applicable where allowed. 6.4.3.4.5 Enclosed parking garage ❑Complies [ME39]3 ventilation has automatic ❑Does Not contaminant detection and capacity to stage or modulate ❑Not Observable fans to 50%or less of design ❑Not Applicable capacity. 6.4.3.4.4 Ventilation fans>0.75 hp have ❑Complies [ME5]3 automatic controls to shut off fan ❑Does Not when not required. ❑Not Observable ❑Not Applicable 6.4.3.9 Demand control ventilation ❑Complies [ME6]1 provided for spaces>500 ft2 and ❑Does Not >40 people/1000 ft2 occupant ❑Not Observable density and served by systems with air side economizer,auto []Not Applicable modulating outside air damper control,or design airflow >3,000 cfm. 6.4.3.10 Single zone HVAC systems with ❑Complies see the Mechanical Systems list [ME40]2 fan motors>=5 hp have variable ❑Does Not fervalues, airflow controls.Air conditioning equipment with a cooling ❑Not Observable capacity>=110,000 Btu/h has ❑Not Applicable variable airflow controls. 6.4.3.10 Single zone HVAC systems with ❑Complies See the Mechanical Systems list [ME40]2 fan motors>=5 hp have variable []Does Not fur values. airflow controls.Air conditioning equipment with a cooling ❑Not Observable capacity >=110,000 Btu/h has ❑Not Applicable variable airflow controls. 6.4.4.1.1 Insulation exposed to weather ❑Complies [ME7]3 protected from damage. ❑Does Not Insulation outside of the conditioned space and associated ❑Not Observable with cooling systems is vapor ❑Not Applicable retardant. 6.4.4.1.2 HVAC ducts and plenums R- R- ❑Complies [ME8]2 insulated.Where ducts or ❑Does Not plenums are installed in or under ❑Not Observable a slab,verification may need to occur during Foundation ❑Not Applicable Inspection. 6.4.4.1.3 HVAC piping insulation thickness. _in. in. ❑Complies [ME9]2 Where piping is installed in or []Does Not under a slab,verification may need to occur during Foundation []Not Observable Inspection, ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 7 of 13 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Re .ID 6.4.4.1.4 Thermally ineffective panel []Complies [ME41]3 surfaces of sensible heating ❑Does Not panels have insulation >=R-3.5. ❑Not Observable ❑Not Applicable 6.4.4.2.1 Ducts and plenums sealed based ❑Complies [ME10]2 on static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies [ME11]3 column requires air leakage ❑Does Not testing. ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies [ME11]3 column requires air leakage ❑Does Not testing. ❑Not Observable ❑Not Applicable 6.5.1,6.5. Air economizers provided where ❑Complies 1.1,6.5.1. required, meet the requirements ❑Does Not 3 for design capacity, control [ME12]1 signal,ventilation controls, high- ❑Not Observable limit shut-off, integrated ❑Not Applicable economizer control,and provide a means to relieve excess outside air during operation. 6.5.1,6.5. Air economizers provided where ❑Complies 1.1,6.5.1. required, meet the requirements ❑Does Not 3 for design capacity,control [ME12]1 signal,ventilation controls, high- ❑Not Observable limit shut-off, integrated ❑Not Applicable economizer control,and provide a means to relieve excess outside air during operation, 6.5.2.3 Dehumidification controls ❑Complies [ME19]3 provided to prevent reheating, ❑Does Not recooling, mixing of hot and cold airstreams or concurrent heating []Not Observable and cooling of the same ❑Not Applicable airstream. 6.5.3.3 Multiple zone VAV systems with ❑Complies See the Mechanical Systems list [ME42]3 DDC of individual zone boxes ❑Does Not for values. have static pressure setpoint reset controls. ❑Not Observable _ ❑Not Applicable 6.5.3.3 Multiple zone VAV systems with ❑Complies See the Mechanical Systems list [ME42]3 DDC of individual zone boxes ❑Does Not for values. have static pressure setpoint reset controls. ❑Not Observable ❑Not Applicable 6.5.4.1 HVAC pumping systems>10 hp ❑Complies [ME25]3 designed for variable fluid flow. []Does Not ❑Not Observable ❑Not Applicable 6.5.6.1 Exhaust air energy recovery on ❑Complies [ME56]1 systems meeting Table 6.5.6.1. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13-1 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: JACharming Charlie1170387\Docs1MEP\170387 COMCHECK.cck Page 8 of 13 Section Mechanical Rough-In Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Re .ID 6.5.7.1.1 Kitchen hoods>5,000 cfm have ❑Complies [ME32]2 make up air>=50%of exhaust ❑Does Not air volume. ❑Not Observable ❑Not Applicable 6.5.7.1.2 Conditioned supply air to space ❑Complies [ME46]3 with a kitchen hood shall not ❑Does Not exceed the greater of a)supply ❑Not Observable flow required to meet space heating or cooling,or b) hood ❑Not Applicable exhaust flow minus the available air transfer from available spaces. 6.5.7.1.2 Conditioned supply air to space ❑Complies [ME46]3 with a kitchen hood shall not ❑Does Not exceed the greater of a)supply ❑Not Observable flow required to meet space heating or cooling,or b)hood ❑Not Applicable exhaust flow minus the available air transfer from available spaces. 6.5.7.1.5 Approved field test used to ❑Complies [ME49]3 evaluate design air flow rates ❑Does Not and demonstrate proper capture and containment of kitchen ❑Not Observable exhaust systems. ❑Not Applicable 6.5.7.2 Fume hoods exhaust systems ❑Complies [ME33]1 >=15,000 cfm have VAV hood ❑Does Not exhaust and supply systems,direct make-up air or heat ❑Not Observable recovery. ❑Not Applicable 6.5.8.1 Unenclosed spaces that are ❑Complies [ME34]2 heated use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 Hot gas bypass limited to: <=240 ❑Complies [ME35]1 kBtu/h -50% >240 kBtu/h-25% ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 Hot gas bypass limited to: <=240 [ Complies [ME35]1 kBtu/h -50% >240 kBtu/h-25% ❑Does Not ❑Not Observable ❑Not Applicable 7.4.2 Service water heating equipment ❑Complies [ME36]2 meets efficiency requirements. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 9 of 13 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions &Re .ID 8.4,2 At least 50%of all 125 volt 15-and ❑Complies [EL10]2 20-Amp receptacles are controlled by ❑Does Not an automatic control device. ❑Not Observable ❑Not Applicable 9.4.1.1 Automatic controls to shut off all ❑Complies [ELl]2 building lighting. ❑Does Not ❑Not Observable ❑Not Applicable 9.4.1.2 Independent lighting controls installed ❑Complies [EL2]2 per approved lighting plans and all ❑Does Not manual controls readily accessible and visible to occupants. ❑Not Observable ❑Not Applicable 9.4.1.3 Parking garage lighting is equipped ❑Complies [EL11]2 with required lighting controls and ❑Does Not daylight transition zone lighting. ❑Nat Observable ❑Not Applicable 9.4.1.4 Primary sidelighted areas>=250 ft2 ❑Complies [EL12]1 are equipped with required lighting ❑Does Not controls. ❑Not Observable ❑Not Applicable 9.4.1.5 Enclosed spaces with daylight area ❑Complies [EL13]1 under skylights and rooftop monitors ❑Does Not >900 ft2 are equipped with required ❑Not Observable lighting controls. ❑Not Applicable 9.4.1.6 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans, ❑Not Observable ❑Not Applicable 9.4.2 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable 9.6.2 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and Is ❑Nat Observable automatically controlled and separated from general lighting. ❑Not Applicable 10.4.1 Electric motors meet requirements ❑Complies [EL9]2 where applicable, ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\ME13\170387 COMCHECK.cck Page 10 of 13 Section # Final Inspection Compiles? Comments/Assumptions & Re AD 6.4.3.1.2 Thermostatic controls have a 5°F ❑Complies [FI3]3 deadband, ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.2 Temperature controls have setpoint ❑Complies [F120]3 overlap restrictions. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.1 HVAC systems equipped with at least ❑Complies [FI21]3 one automatic shutdown control. []Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.2 Setback controls allow automatic ❑Complies [FI22]3 restart and temporary operation as ❑Does Not required for maintenance. ❑Not Observable. ❑Not Applicable 6.4.3.7 When humidification and ❑Complies [FI6]3 dehumidification are provided to a ❑Does Not zone,simultaneous operation is prohibited. ❑Not Observable ❑Not Applicable 6.7.2.1 Furnished HVAC as-built drawings ❑Complies [FI7]3 submitted within 90 days of system ❑Does Not acceptance. ❑Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC ❑Complies [FI8]3 systems within 90 days of system ❑Does Not acceptance. ❑Not Observable - ❑Not Applicable 6.7.2.3 An air and/or hydronic system ❑Complies [FI9]1 balancing report is provided for HVAC ❑Does Not systems serving zones >5,000 ft2 of conditioned area. ❑Not Observable ❑Not Applicable 6.7.2.4 HVAC control systems have been ❑Complies [FI10]1 tested to ensure proper operation, ❑Does Not calibration and adjustment of controls. []Not Observable ❑Not Applicable 7.4.4.3 Public lavatory faucet water ❑Complies [FI11]3 temperature <=110°F. ❑Does Not ❑Not Observable ❑Not Applicable 8.7.1 Furnished as-built drawings for ❑Complies [FI16]3 electric power systems within 30 days ❑Does Not of system acceptance. ❑Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [FI17]3 systems and equipment to the ❑Does Not building owner or designated representative. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: jACharming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 11 of 13 Section # Final Inspection Complies? Comments/Assumptions &Reg.I D 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [FI18)1 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. 10.4.3 Elevators are designed with the ❑Complies [F]24)2 proper lighting,ventilation power,and ❑Does Not standby mode. ❑Not Observable ❑Not Applicable 7.4.3 First 8 ft of outlet piping is insulated ❑Complies [FI45)2 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 12 of 13 Project Title: CHARMING CHARLIE Report date: 05/24/17 Data filename: J:\Charming Charlie\170387\Docs\MEP\170387 COMCHECK.cck Page 13 of 13 By.........G.:...ONAN!AN.... RAdK DEOIGN & ENGINEERING d0. DATE......6-5-1.7......... 412 WE$T BROADWAY, SUITE #204 SHEET NO......................... dLENDALE, dA. 91204 JOB N0.•..RD-19015 SUBJECT TEL-(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE SHELVING FOR: CHARMING CHARLIE 1925 FILMORE STREET TWIN FALLS, IDAHO 83301 PER IBC 2015 SEC. 2209. 1 ASCE 7-1 0 SEC. 1 S.5.3 RMI/ANSI/MH 1 6. 1 :201 2 STORAGE SHELVING CAPACITY: 100 # / LEVEL 001-OµLY sT SS10NA4 CALCS. 1 THRU 4 © X`GENSI� a m DRAWINGS: RD-19015 v' 9 pe�c F 10 J eY........�.:...°HAN!:4N.... RACK MOWN & ENOINEERINO CO. 6. 17......... 412 1fE SHEET NO........... ............ ..DATE...... ......-.... OT BROADWAY, 91204 JOB NO... 901 UITE 204 .RD-15 SUBJECT ................ CLENDALE, dA. TEL:(818)240-3810 FAX:(818)240-3813 1/4"0 BOLTS 1/4"0 BOLTS 3 PLACES 3 PLACES 0 N FRONT VIEW SIDE VIEW "DRB" BEAM "DRBLP" BEAM 100 # / LEVEL 50 # / BEAM I I I X=.215 64 � I X=.02 M= 48%.05K = .26'K S X=.126 � N S X=.03 8 x- - x Fy=36KSi. F y=36KSL 'K - N t=14 GA. t=1 1 GA. S R_ 22 •01 1<.03 SEISMIC DESIGN V= SOS XI xW IBC 2015 SEC. 2209.1 ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012 SDS =.22 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=4 W=D.L.+ 3 SHELF LOAD By........c.:•.2HANIAN.... RACK DEOWN & ENGINEERING CO. .-.1.�......... 412 1PE SHEET No............3....... ..... DATE......6.:5... - OT BROADWAY, QUITE #204 OLENDALE, dA. 91204 JOB NO....RD-19015 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 LOAD PER COL. = 6x.1 K = 3 K .013 K 38"K 2 COL. P=.1 0L+ (.3K x.75) =.33K � ----- W=.1 pL+ (.3K x.67) = .30 K .007 K .38"K .58.K V= .02 K m ----- Ln .58"K 08"K 02K 0 COLUMN ANALYSIS t=.075" FY=36Ks' KL= 58x1.2= nE 2x _ Ae=.28 rmin .51 136 Fe=// KL 2_ 16 �c- F _ 1.52 � l rx x— - - - - -x 1 x=.07 Mn=Se.Fy=2.5 Fn- Fy/ .877 1 = 13.7 Ksi Smin-•07 \ x2 / 3•• rmin=.51 c Pn=Fn .Ae = 3.8 K COMBINED STRESS RATIO Pex=!r E.Ix =4.2 Oc=1.8 Q P+Db.Cmx.M _ 54<1 KL)ax=1- - - fZcP - C)b=1.67 .86 Pex Cmx=.85 .33K .3f3K T 1 OVERTURNING MOT=.02Kx2x120"x.66 -3.2"K .02K .02K MR = .33 Kx24"=7.9.1K 0 N NO UPLIFT 24" BY........c. oHaN.aN RACK DESIGN & EN6INEERINO 00. DATE.......... ......... 412 WE BROADWAY, purrE #204 SHEET NO......................... GLENDALE, dA. 91204 JOB NO.... D-19 01 5 SUBJECT TEL:(818)240-3810 FAX:(818)240-3813 BASE PLATE T= 0 a" ANCHOR SHEAR = .01 K (2)-3/8"0 WEDGE ANCHORS PER PASE PL. �° O 2" EMB. Lw MOMENT AT BEAM CONNECTION M = .58+.38= .48 4 4 CONIC- "K 2 II - - -------- N 2 V RivEr— '25 3.14 x80x.4=1.5 K Ma = 1.SKx1.5 2.3"K 4 II 4 CONN .25"0 RIVET II FY =80 KSI Q II Q GENERAL NOTES GRAPHIC SYMBOLS DRAWING INDEX REV DATE 1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN ARCHITECTLEIIIAL DRAWIM FS TERMS OF ARCHITECTURE, DESIGN CONCEPT OF THE BUILDING AND DETAIL NUMBER G001 TITLE SHEET Al 07/11/17 ANY MAJOR ARCHITECTURAL ELEMENTS OR MAJOR TYPES OF MEP AND II=III EARTH STRUCTURAL ELEMENTS. THE DRAWINGS DO NOT NECESSARILY A100 GRANULAR G002 RESPONSIBILITY SCHEDULE INDICATE OR DESCRIBE ALL WORK FOR FULL PERFORMANCE AND SHEEP WHERE FILL COMPLETION OF THE SCOPE INDICATED, DESCRIBED OR IMPLIED. THE DETAIL IS SHOWN G003 ACCESSIBILITY NOTES AND DETAILS GENERAL CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE POURED G004 EGRESS PLAN SECTION CUT A1W CONCRETE EXECUTION AND TIMELY COMPLETION OF THIS PROJECT. CONCRETE 2.PRIOR TO COMMENCEMENT OF WORK THE GENERAL CONTRACTOR ^ BLOCK 8100 ARRIVAL GRAPHICS SECTION BRICK SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND ALL BUILDING CROSS A700 FACE o EXISTING SITE CONDITIONS. THE GENERAL CONTRACTOR SHALL REPORT < NEW TENANT IMPROVEMENT FOR TO THE ARCHITECT ANY INCONSISTENCY ERRORS, AND OR OMISSIONS � y.Tm PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. FAILURE TO ELEVATION AlA100 FLOOR PLAN NOTIFY THE ARCHITECT OF DISCREPANCIES AND/OR UNSATISFACTORY Awo ROUGH A101 FIXTURE PLAN CONDITIONS WILL BE CONSTRUED AS AN ACCEPTANCE OF THE WOOD OaBce ® FINISHED • A102 ROOM FINISH & PAINT PLAN CONDITIONS TO PROPERLY PERFORM ALL REQUIRED WORK. ROOM NUMBER ® WOOD A103 REFLECTED CEILING PLAN Al 07/11/17 3.THESE DRAWINGS AND COPIES THERE OF ARE LEGAL INSTRUMENTS OF SERVICE FOR USE BY THE CLIENT AND ARCHITECT. KEY NOTE OO PLYWOOD A104 LOW VOLTAGE PLAN M�fl 4.ALL TRADES SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE WINDOW NUMBER ® RIGID A200 EXTERIOR ELEVATIONS ❑2 INFORMATION CONTAINED IN DOCUMENTS AND THE CONDITIONS UNDER INsuunoN I �I A201 EXTERIOR ELEVATIONS o WHICH THEY WILL BE EXPECTED TO PERFORM. PARTITION TYPE BATT INSULATION d ° � I I I Ili' �1 1 A300 BACKWRAP MILLWORK DTLS & SEC. m a 5.DIMENSIONS AND DETAILS SHALL BE VERIFIED PRIOR TO BOARD U COMMENCEMENT OF CONSTRUCTION. TYPICAL DETAILS SHALL APPLY DOOR NUMBER Oz GYPSUM U ` A400 ENLARGED TOILET PLANS & ELEVATIONS a 53 WHERE SPECIFIC DETAILS (OR SECTIONS) ARE NOT GIVEN. FINISH ITEMS z 1` A500 CEILING DETAILS a g 6. DEVIATIONS FROM THESE DOCUMENTS NECESSITATED BY FIELD ® M�� + •I��fll� •�/ A501 BOH SECTIONS DETAILS & NOTES N CONDITIONS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION EQUIP. NUMBER 0 CERAMIC ` IMMEDIATELY. TILE I A502 ENLARGED PLANS DETAILS & SECTIONS x 7.ALL CONSTRUCTION SHALL CONFORM WITH THE CURRENT BUILDING ELEVATION BENCHMARK ® ASPHAULT CODES AND ALL LAWS AND ORDINANCES OF THE AGENCIES HAVING PAVING A503 DOOR & PARTITION DTLS. & SCHEDULE 0 07/11/17 a JURISDICTION. REVISION NUMBER 0 A504 PARTITION TYPES & DETAILS 8.DO NOT SCALE DRAWINGS. BEFORE COMMENCING CONSTRUCTION A600 INTERIOR ELEVATIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT CANYON PARK WEST PAD 6 IMMEDIATELY IF A CONFLICT ARISES WHILE INTERPRETING THE PLANS. LEASE LINE 9.BUILDING SIGNAGE IS NOT PART OF THIS/THESE CONSTRUCTION SP01 SPECIFICATIONS DRAWINGS (N.I.C.). ALL SIGNAGE WORK, PERMITTING, FABRICATION, - EXISTING DEMISING PARTITION SP02 SPECIFICATIONS INSTALLATION, MATERIALS, METHODS, ETC... ARE NOT IN SCOPE AND SHALL BE PERFORMED BY LICENSED PERSONNEL AS SELECTED BY THE OWNER. EXISTING PARTITION 1943 FILMORE ST. MEECTIM-AL MA%Vt`� 10. UNLESS OTHERWISE NOTED, STATED MANUFACTURER'S ITEMS SHALLE100 POWER PLAN 0 07/11/17 BE "OR EQUAL". CONTRACTOR SHALL RECEIVE APPROVAL FOR ALL NEW PARTITIONS E200 LIGHTING PLAN 0 07/11/17 SUBSTITUTIONS IN WRITING BY ARCHITECT PRIOR TO BID AND/OR NEW PARTITIONS INSTALLATION. GYP. BD. ONE SIDE ONLY TWIN FALLS IDAHO 83301 E300 ELECTRICAL LEGENDS & DETAILS i 11. THE REVIEW OF SHOP DRAWINGS BY THE ARCHITECT SHALL NOT -------- PARTITION OR MATERIAL To BE REMOVED E400 ELECTRICAL SCHEDULES 0 07/11/17 RELIEVE IN ANY MANNER THE GENERAL CONTRACTOR FROM -------- E500 ELECTRICAL SPECIFICATIONS RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS. 12. ALL PRIMARY ENTRANCES AND REQUIRED EXITS TO AND FROM THE bEC F ANICAL DRAWNGS SPACE SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. M100 MECHANICAL PLAN 0 07/11/17 13. FIRE PROTECTION FACILITIES, INCLUDING ACCESS MUST BE PROVIDED M200 MECHANICAL SCHEDULES & CALCS 0 07/11/17 PRIOR TO AND DURING CONSTRUCTION. M300 MECHANICAL SPECS. & DETAILS 11 07/11/17 14. GENERAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR SECURING PERMITS REQUIRED BY ALL JURISDICTIONS. CODE REVIEW PROJECT DIRECTORY SPACE LOCATION PLAN 15. BUILDING ADDRESS NUMBERS SHALL BE EASILY VISIBLE FROM THE STREET. CODES: LANDLORD REPRESENTATIVE CHARMING CHARLIE P100 PLUMBING PLANS & RISERS 16. ALL REQUIRED EXIT SIGNS SHALL BE SELF-ILLUMINATING, RED AND CANYON PARKWEST PAD 6 P200 PLUMBING SPECS., DETAILS & RISERS BUILDING: 201E INTERNATIONAL BUILDING CODE RY CORPORATION WHITE IN COLOR (UNLESS ALTERNATE COLOR SPECIFICALLY NOTED) (WITH IDAHO STATE AMENDMENTS) 2733 z733 PARLEYS WAY, SUITE 300 � AND WIRED TO BUILDING ELECTRICAL WITH BATTERY BACKUP ADA: ANSI A11.1 2009 SALT LAKE CITY, UTAH, 84109 / (TYPICAL). TEL: 801-485-7770 17. ALL REQUIRED EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT ENERGY: 201E INTERNATIONAL ENERGY CONSERVATION CONTACT: COLLIER P. REID lop ' THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO CODE(WITH IDAHO STATE AMENDMENTS) EMAIL: c-reid@woodburycorp.com / / DEAD BOLTS, NO SLIDING BOLTS ELECTRICAL DAHO NATIONAL ELECTRICALcooE(WITH / 18 ALL DECORATIVE MATERIALS SHALL COMPLY WITH ALL ARTICLES OF MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE THE BUILDING TENANT (WITH IDAHO STATE AMENDMENTS) 19. CONSTRUCTION SHALL COMPLY WITH ALL ARTICLES OF THE PLUMBING: 2012 INTERNATIONAL PLUMBING CODE CHARMING CHARLIE \ s,,,,,e•-- °,•" BUILDING CODE. GAS: 2012 INTERNATIONAL FUEL GAS CODE HOUSTON,,OTXD 77036 eol ' 1 �/ lw 20. CONSTRUCTION SHALL CONFORM WITH CURRENT ADA AND LIFE (WITH { SAFETY-NFPA 101 REQUIREMENTS. FIRE: 2012 IDAHO STATE AMENDMENTS) 1 TERNATIONAL FIRE CODE TEL (713) 634.4122 or CONTACT: ALLY WILLIAMS 7 21. PANIC HARDWARE TO BE INSTALLED AT REAR EXIT DOORS. Any.wnrams@charmingcharlle.com / 22. THE GENERAL CONTRACTOR SHALL GUARANTEE THAT ALL WORK CONSTRUCTION TYPE: 5B /� J# INCLUDED IN THIS CONTRACT WILL BE FREE FROM DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF NOT LESS THAN USE GROUP CLASSIFICATION: [%I- MERCANTILE ARCHITECT OF RECORD Pm6 I� ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THIS 4ADDSF PROJECT. THE CONTRACTOR FURTHER AGREES THAN ANY OR ALL FRED GOGLIA FFE=0925.00 DEFECTS SHALL BE PROMPTLY REPAIRED AND/OR REPLACED AT OCCUPANCY LOADS: 1950 CRAIG RD. SUITE 300 i CONTRACTOR'S OWN EXPENSE. ALSO ANY ITEM WHICH BECOMES ST. Loins, / SALES FLOOR 3,648 SQ. FT. DIVIDED BY 30 122 41 TEL: (314) 5.242400 � DEFECTIVE DURING THE PERIOD OF THIS GUARANTEE. NON-SALES 1,039 SQ. FT. DIVIDED BY 300 = 4 FAX: (314) 415.2300 `` // y 23. THE CHARACTER AND SCOPE OF WORK ARE ILLUSTRATED BY THESE FTTING ROOM 113 SO. FT. DIVIDED BY 30 = 4 CONTACT: DAVID IBERG % WORKING DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE ALL TOTAL 130 OCCUPANTS dlberg@arcv.com \ rfJ. THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE PROPER \ i INSTALLATION OF THE WORK. / 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE SQUARE FOOTAGE: MECHANICAL / ELECTRICAL FOLLOWING PREVAILING PROCEDURES WITH REGARDS TO OPERATING: SALES FLOOR 3,648 SQ. FT. ENGINEERING CONSULTANT A.STORAGE FACILITIES STOCK ROOM 548 SO. FT. ,R B.PROTECTION OF EXISTING WORK FTTING ROOM 113 SO. FT. ARCVISION, INC. 63146 C.ACCESS TO WORK AREA TOILETS 151 SQ. 950 CRAIG RD. SUITE 300 D.HOURS WORK IS PERMITTED HALLWAY 189 SO. FT. ST. L(314 41 .2400 TEL (314) 415.2300 \ �3 / E. AVAILABILITY OF WATER, POWER, TELEPHONE, RESTRICTIONS, DISPLAY 151 SQ. TT. FAX: (314) 415.2300 k / PROTECTION LIMITATIONS 25. IT SHALL BE THE RESPONSIBILITY OF EACH SUB-CONTRACTOR TO TOTAL 4,800 SQ. FT. CONTACT: BOB QUEATHEM rqueathem@arcv.com SITE LOCATION PLAN _ CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE c~r� PREMISES. FIRE SUPPRESSION SYSTEM: Z JURISDICTIONS 26. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. YES NOx 27. GENERAL CONTRACTOR TO VERIFY CONDITION OF EXISTING CITY of rwlN FALLS BUILDING DEPARTMENT ' '. _ �yI Q CONDITIONS. 324 HANSEN ST. EAST HVAC SYSTEM, FINAL INSPECTION: TWIN FALLS, IDAHO 83301-1907 28. IF COORDINATION DISCREPANCIES EXIST WITHIN THESE DOCUMENTS, , THE MORE EXPENSIVE OF THOSE DISCREPANCIES WILL BE REQUIRED. THE GENERAL CONTRACTOR WILL PROVIDE A TEL: 208-735-7238 + BALANCE REPORT OF THE HVAC SYSTEM AT THE - � 29. BUILDING INSULATION SHALL HAVE A FLAME SPREAD RATING NOT FINAL INSPECTION. GREATER THAN 25 & A SMOKE DEVELOPMENT RATING NOT GREATER " -fig 93 THAN 450. +_ 3 30. 1" TELEPHONE CONDUIT WITH PULL-STRING FROM CABINET TO • SPACE, STUBBED 6" ABOVE FINISH FLOOR. 31. G.C. SHALL INSTALL 1 DUPLEX OUTLET ADJACENT TO THE TELEPHONE BOARD. j n 32. G.C. IS RESPONSIBLE TO RECEIVE & DOCUMENT INVENTORY ° _ w DAMAGES, OR MISSING ITEMS FOR ALL TENANT PROVIDED ITEMS - '` + WITHIN HOURS OF DELIVERY. {' 4 :- _rL {: `y+ NO final certificate Of OCCU anc 33. G.C. IS RESPONSIBLE FOR COST & SHIPPING OF REPLACEMENTS until the shell building has been FOR DAMAGED OR MISSING ITEMS REPORTED MORE THAN 48 HOURS d"2} }A+� F9a,`r final inspected. N77 AFTER DELIVERY. 34. G.C. IS RESPONSIBLE TO COORDINATE ALL DELIVERIES FOR TENANT PROVIDED ITEMS W/ C.0 P.M. & C.C. CARRIER. G.C. IS REQUIRED t'r , I r 09 TO PROVIDE 48 HOUR NOTICE FOR ANY DELIVERY SCHEDULE `` 9T CHANGES TO C.0 P.M. & C.C. CARRIER. % PROPOSED LOC Olflo BuIldiFg Plans have L j 35. G.C. IS RESPONSIBLE FOR ANY ADDITIONAL CHARGES IF 48 HOUR CHARMING 'CHAR E, LU NOTICES NOT PROVIDED FOR DELIVERY SCHEDULE CHANGES. 1943 FILMORE. 3 n TWIN FALLS, IDA O 1 All Construction Subject to Field inspection LU { - e. 18of50 w � NOTE: THE RESPONSIBILITY SCHEDULE ON SHEET G002 SUPERSEDES ALL OTHERS Fanun PUR+.Br rsruLx GENERAL NOTES SALES/TNT. «RewRKs H.V.A.G. DRAWINGS IN THE PLAN SET WHERE A CONFLICT IN SCOPE OCCURS. OR PARNTIar u•T LL• RE:aoo RN a G1RE • Q T CHARMING CHOREIC(TENANT) MI I. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CITY,COUNTY,STATE,AND FEDERAL lb. ALL INTERIOR WALL AND GEILIN6 FINISHES SHALL HAVE R CLASS III RATING MINIMUM(FLAME LL LANDLORD INTERIOR WN6 TWEE • • RE:aco HVA4 COrvTRa.WRE a COxrEGnar • • RC-6ULATIONS. SPREAD 2001 DEVELOPED 450).FLOOR FINISHES SHALL HAVE ASLIP-RESISTANT FINISH. 66 TENANT'S 6ENERAL CONTRACTOR nrtNln raruLn 2.DO NOT SCALE THESE DOCUMENTS.ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS W. ALL INSULATION MATERIALS,INCLUDING FACINGS,INSTALLED WITHIN GEILIN6 ASSEMBLIES, GENERAL FUPRIN6 Alm BLocK1N6 • • As rECEYARr DlFwsers a 6RIILY • • ()cN AND FIELD CONDITIONS SHOULD BE BROUGHT TO THE ARCHITEGT5 ATTENTION IMMEDIATELY. W6,LL5,GRAWL SPACES,OR ATTICS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 AND RENwRKs W W x AFFLICAnON Bl&AlTim BY e%PEDITOR PAID BT TENANT.6.1.TO A SMOKE DENSITY NOT TO EXCEED 450. Arnllchnory • •A w w;ov ease OrvTER1oR sroREFROxrU • • TOIItY E%Harr FANS 3. THE CLIENT,ARCHITECT,CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE • • L •Q Q` PERMITTED ACLE55 TO THE JOB 51TE AT ALL TIMES DURING NORMAL WORKIN6 HOURS. 20.ALL EXTERIOR OPENINGS,FLASHING,COPING,EXPANSION JOINTS,ETC.,SHALL BE BAP.RILADE NAINFcD) • •s T W a I�� KgM .AL` PAIx�D ngLL Plwsx • • IM Anorv9 POR SPECIAL IrvSra.LAnory xOlEs �rAT5,5EIY a CONTROLS • • ¢ Q ip v 4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS NEATHERPROOF.ALL EXTERIOR DOORS AND WINDOWS,DOOR AND WINOOW5 BETWEEN DURING THE COURSE OF GONSTRUETION INELUDINC SAFETY OF ALL PERSONS AND PROPERTY. THI5 CONDITIONED AND UNCONDITIONED SPACES,EXTERIOR JOINT PENETRATIONS,AND OTHER 1Jv41VM sRApxlcs • • STraeTlsuL caLuxry Flww • • WURRm GYP.m,To Iaa•OFF. AL.W1wxb LINE VOLTAGE • • REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED,CASKET SEALED, CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECE5ARY AND REQUIRED BY 60VERNIN6 NEA.THER-STRIPPED,OR OTHERWISE SEALED TO LIMIT AIR LEAKAGE.PROVIDE A METAL CITY A5ENGIE5. ASTRAGAL AT THE ACTIVE LEAF OF EACH PAIR OF EXTERIOR DOORS. cLFswxb,maw R 1Iwu v�riFsnsz • •bt.To-D,pmmsnxe M-P use AT LocA PM rrwv BASE • t.r°-DE RZIME AND PAlrvr DucTv K • • SEE-PT Mleo POR°EraLs 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO COORDINATE WORK OF ALL SUBCONTRACTORS 21. PROVIDE ISOLATION OF ALL DISSIMILAR ME7AL5(ALUMINUM,COPPER,STEEL,ETC)FROM EACH TenpoRARr TeIEPHaffI FAX,DI.- WE LT Pharos R6NlIRm FLOOR1Nb TRArelnorr AND SHALL PERFORM SUCH MI5CELLANEOU5 WORK AS MAY BE NECESSARY FOR THEM TO OTHER caaRA • • • • s�Flxlslm FLOOR sclEou.e;rsE,Ap3 AIR Ba.Axclxz • • bsW r LERTIFIm REPORT TO LamLORD a oNrtER COMPLETE THEIR WORK.THE CONTRACTOR SHALL VERIFY THE 51ZE AND LOCATION OF ALL 22.SIZES AND LOCATIONS OF MECHANICAL EQUIPMENT PADS,BASES,AND OPENINGS ARE GIVEN TeMEORARr POWBv u6HTs • • cMwunw aALKWzhP cO.xreR • • ueT SroKE DETECTORS(M SHovay • • FLOOR WALL,AND ROOF OPENINGS WITH APPLICABLE DRAWINGS,AND SHALL VERIFY THE AS A BA515 OF DE51CN ONLY.THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS WITH cRAnxs AND r 16Hr er FuwI1TURE vErmOR Lxv am YT u LOCATIONS OF EMBEDDED ITEMS PRIOR TO POURING CONCRETE AND 5HALL VERIFY THE LOCATION MANUFACTURERS DATA AND FIELD CONDITIONS. RETE sLgB • • 1,nxs SLAB To RExax. PewMETeR FIxTIIrm, • • Br 6L. Toll E%HarT_NNAT D, • • � OF ALL UTILITIES SERVING THE BUILDING. 6. THE CONTRACTOR 5HALL OBTAIN ALL PERMITS,PAY ALL FEES FOR PERMITS,AND CHECK ALL 23.PROVIDE PIPING INSULATION AND AIR HANDLING DUCT INSULATION,IN ACCORDANCE WITH THE GRATIN Arm-111 r Br F11Rrv1TURE vErmaj LRI•Rn Mm sEr GOVERNING AUTHORITIES'SPECIFICATIONS FOR CONSTRUCTION,INCLUDING REMOVAL OR STANDARDS OF THE LOCAL CODE AUTHORITY REQUIREMENTS. DUCTWORK SHALL BE CONCRETE SLAB-SIRUP a CLEAN • • LOa�E FLooa PlxnRPS • • BY 6L. MIT IEATER5 wA RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS 51-1 ON PLANS OR OTHERWISE CONSTRUCTED,ERECTED,AND TESTED IN ACCORDANCE WITH THE PROCEDURES DETAILED IN aunNb AND r I6Hr Br Fuw+lnrae vexoorz,LxNRAP AND SET THE TIC OR DUKE TAPE OF FUNDAMENTALS ALL APPLICABLE SMAGNA STANDARDS.PROVIDE CONCRETE SLAB-IEYIiIUK • • xa®WARE,sIe.vlxs,PACEours,caxPONErvis • • Br REMa�ESEAL qNr pLeEM FLAMMBLY • • NOTED. MASTIC OR DUCT TAPE JOINT SEALER AT ALL DUCTS. J '1. ALL COST5 FOR INSPECTIONS OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 24.THE CONTRACTOR SHALL POST,ADJACENT TO THE BUILDING PERMIT,INSTALLATION caNLRETE,Las-InFlu as Rmn • • RP:AIX rwcFSs PAt85 • • 1N Roots-TERN1w,TM WA WI UNLESS NOTED OTHERWISE CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE LOCAL ENERGY EFFICIENCY 8. UNLESS NOTED ON THESE ORMIIN65 OR IN THE PROJECT MANUAL AS BEING N.I.G.OR EXISTING, STANDARDS IF REQUIRED.CERTIFICATES SHALL INDICATE FEATURES REQUIRED TO VERIFY CONCRETE SLAB CNTrY a PATCHING M RF1iD • • DISPLAr NA-' ITEMS,err Paws • • aR_MA • •wvER DKT ofENINb Ar WALL Wm WRE MESH SCREBI. ALL ITEMS,MATERIALS,ETC.,AND THE INSTALLATION OF SAME ARE A PART OF THE CONTRACT COMPLIANCE,A STATEMENT THAT INSTALLED DEVICES CONFORM WITH THE STANDARDS, h DEFINED BY THESE DOCUMENTS. REQUIREMENTS FOR SUCH DEVICES IN THE APPROVED PLANS AND SPECIFICATIONS,AND THE FLax.w TRMrmas • •UPRov10E mamITT To MEET ALL coDY.OL.To PRPnDE xmnxaR WAu PANEL srsTEM • • PERMIT NUMBER. 9, IF THERE ARE ANY TRENCHES EN EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO WHICH A ExrERIOR WALL AN,RCnF IxSAhnory • • EA1.A5 REO 1- wEP1az 516NAGFiRAGKwRM • • • 6L.ro rrzwtDE a ocKlNb,Az R[aulRm. PERSON IS REQUIRED TO DESCEND,THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMIT 25. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A LIST OF THE HEATING,COOLING,WATER Q FROM THE GOVERNING AGENCY.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS HEATING,LIGHTING,AND CONSERVATION SYSTEMS,FEATURES,MATERIALS,COMPONENTS,AND 1 NECESSARY TO PROTECT ADJACENT STRUCTURES,PROPERTIES,OR RIBLIC WAYS.MAINTAIN A DEVICES INSTALLED IN THE BUILDING AND IN5TRUGTION5 ON HOW 70 USE THEM;LABELS ON srocKRDOM/aEF1cE DODRs • •SEE coat 5Cw3aLE ary SxEET AEo3 FOR MORE 1tFO. DECORATIVE TRIM,BRAY • • REFER ToTMoo FOR LOCAnON5 q1m caIDR. MINIMUM OF I INCH CLEARANCE BETVEEN PROPERTY LINES AND ANY NEW CONSTRUCTION SUCH AS MANUFACTURED DEVICES CLEARLY STATING ROUTINE MAINTENANCE ACTION;AND A m LL WALL5,FOOTIN65,ETC. DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RE4IRGULATED AIR THAT THE VENTILATION TOILET Ravn DODRs a HARIwARE • • qH�HA� T SARYR MORE ItSD.6L.TO LASH WRAP LLO£T AS,EMBLY/HA WARE WA Q SYSTEM 15 DE516NED TO PROVIDE EACH AREA. V 10.PROVIDE METAL GORIER BEAD EDGES ALL OUTSIDE CORNERS OF PLASTER T DRYWALL,AND METAL 26.BUILDING ADDRE-55 NUMBERS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS,SHALL REAR SERVILE DOOR AT EXIT • • Exlsnx6-sff voaz scHmuLE ax sl�T Aws Fez MORE IxPo. MlwmRs • • 6L.ro PROVIDE AND INSTUL BLOC IAs(E(bIIRED. PLUM6IN(7/FIRE PROTECTION . eY �"u�RBnAR.K_s Q p TRIM OR EASING BEAD AT ALL EXT OF PLASTER RI DRYWALL WHERE THEY TERMINATE AGAINST BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY,AND SHALL vmaD R ANY OTHER MATERIAL,U.N.O.ALL EXTERIOR OR INTERIOR EXPOSED FLASHING TRIM,ETA SHALL BE LL u see nurelrvb DRAWN65 POR DETAILS ON raw a tV PAINTED TO MATCH ADJACENT MATERIALS,U.N.O. THE CONTRACTOR SHALL PROVIDE BACKING AS CONTRAST WITH THEIR BACKGROUND. DOOR HARDWARE • • NIONItORNIDm WA DaE5nC RwTErt LINE a REUSE J. • • Ex15nH,CammOrl5 REQUIRED FOR ATTACHMENT OF ALL EXTERIOR OR INTERIOR FINISHES,FIXTURES,ETC. 21.EGRESS PATHS SHALL BE ILLUMINATED WITH A MINIMUM EMERGENCY LIGHT INTENSITY OF 1.0 LOCgIED WITHIN BACK WzhP NIILWORK PEa PRo.ECr FOOT-CANDLES AT THE FLOOR LEVEL.PROVIDE EMERGENCY ILLUMINATION FIXTURES WITH eXU DOOR HAROWARe • • ,APE • •MANA6ez5 vlREcnoN A•WITARY LINE • • T POSSIBLE. �in�NS"Y FOR DETAIL,Dry rEw e _ 11. KEEP ALL DUCTWORK,CONDUITS,PIPING,ETC.,A5 CL05E TO WALLS AND UNDERSIDE OF ROOF A5 1-1/2 HOURS OF BATTERY BACK-UP FONER,AGGORDIN6 TO NFPA 101. POSSIBLE. BmnlsEs To aE eRoon clBnx a/ Tos • • FRP.HML • • RE:AID] vexT urE • • Sff Fum®1rvG DPuwNz,FOR DETAILS Al Am e 28.FIRE SPRINKLER SYSTEM NIORK SHALL BE PERFORMED UNDER SEPARATE PERMIT.FIRE Ex1snUK cONvmoNs LL Q 12, EXIT DOORS SHALL BE OPERABLE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNONlLED6E OR SPRINKLER SEGONTRAETOR SHALL BEGOME FAMILIAR WITH DE516N CRITERIA PRIOR TO a a1nsIN6 WALLS w e•MEraL suns a%" SE rnwElNs DRMllN65 Foe DErgILS ory rEW e EFFORT.OR,IN GROUP A-3,B,F,M,OR 5 OCCUPANCIES,KEY-LOCKING HARDWARE MAY BE USED COMMENCING DESIGN WORK.SUBMIT PLANS FOR APPROVAL TO THE AUTHORITY HAVING m.W.To MET ALL AwucgBLE LODES • • WALyyAPER • •RE:,vm!R A6°O Au nsIMIT P1Pnr-rnrvca ernBLE • • e%Isnw corD1T ry ON THE MAIN EXIT DOOR(S)IF THERE IS A READILY VISIBLE,DURABLE SIGN ATTACHED ON OR JURISDICTION PRIOR TO INSTALLATION. �•6YPBIM BOARD AT IN io,STOREFRON(/ POu5xD coNLR�E • • bt.ro PaLr PLoaas PER MAxEAcnmzez5 srtlPlcgnoxs. wgrER�BgTER • • ADJACENT TO EACH DOOR STATING:"THI5 DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS O sTRLeTIIRE-1.-1. • • OCCUPIED". THE 516N SHALL BE IN I"HIGH LETTERS ON A CONTRASTING BACKGROUND. WHEN 21. SIGN EONTRAGTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT PERMITS FOR UNLOCKED,THE DOOR(5)MUST BE FREE TO SWING WITHOUT THE OPERATION OF ANY LATCHING INSTALLATION OF ALL EXTERIOR BUILDING SIGNS A5 REQUIRED BY CODE. As EnLT Rm LINE sEr • •AT���M LO N NTO NET E bar°RI YYHIDEN TRIM • • bt.To PR1FE.PAINT AND Ir6Ta1 PER MOJ FLIRBIN6 FI%rLRFS • • DEVICE(I.E.,PU5H-FULL). 30.ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO THE START O 1RE 1 13. ALL DOOR HARDNARE SHALL BE MOUNTED FROM 30"TO 44'ABOVE THE FLOOR AND SHALL BE WWTRUG710N. ALL a.acaxG,wD PLrWDOD • •Gc MUST FRDAM FIRE RETARDANT BLOLKIxb a PLYN Ra6H-Iry FaR c Im�Tr • • N/A OPERABLE BY A SINGLE EFFORT WITH NO GRASPING OR WR15T MOVEMENT(I.E.,LEVERS, 31. ALL BUILDING ENTRANGE5 SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES uN15TRurMA1V6IWi 5nm AYaELY • •iWTD yE a lrA1 5L mil �,o/ R.MIND DETAIL 5W2IxJER�MF1w wA FUSH-PULL5,OR PANIC HARDWARE).THE ALLOWABLE CLOSER PRESSURE SHALL NOT EXCEED 5 AND SHALL BE IDENTIFIED WITH A STANDARD SIGN(?ECRU DISPLAYING THE INTERNATIONAL POUNDS FOR INTERIOR DOORS,85 POUNDS FOR EXTERIOR DOORS,AND 15 POUNDS FOR FIRE SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL CONSIST OF A WHITE FI6LIRE ON A BLUE EXIT Dcvxt ALARM • •6L.To INSTALL VENDOR fROVIDm ALARM SPRIrKIER 5r5TEA OT516x WA DOORS OR DOORS WITH PANIC HARDWARE. BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO.15090 IN FEDERAL STANDARD 599b. 14. EXTERIOR DOORS SHALL RECEIVE DEAD BOLTS AND DEAD LOCKING LATCHES. STRAIGHT DEAD exU Dcaz PCB'NOTE • •6L.W FxwIDE IF NOT E N6 FITTING ROOM nnL reTT�L RBIMARKs HPRIBc M/Parvnru L1� Wq BOLTS SHALL HAVE A MINIMUM THROW OF I"AND AN EMBEDMENT OF NOT LESS THAN 5/8". 32.PROVIDE A LEVEL LANDING(DEFINED AS A 2%MAXIMUUM SLOPE IN ANY OIREETION)EXTENDING 5 CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOOKS WHEN THE CYLINDER FEET IN FRONT OF ALL DOORS. INTERIOR PORTIONS • • SE PARTITION DETAILS FIRE EXTINGUIsxers • • 1NSTAu AS DIRECTED PC FIRP MARSHAL PROJECTS FROM THE FACE OF THE DOOR OR 15 OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 33.LOCATE ALL MANUALLY OPERATED SWITCHES BETWEEN 36"AND 48'ABOVE THE FLOOR TYPICAL. DOOR HINGES ACCESSIBLE FROM THE OUTSIDE SHALL HAVE NON-REMOVABLE PIN5. LOCATE CONVENIENCE OUTLETS 15"MINIMUM ABOVE THE FLOOR TYPICAL. PAINIED WALL FINISH • • RE.aoz 15.SET DOOR JAMB 2"FROM THE NEAREST FACE OF WALL,U.N.O.THRESHOLDS SHALL HAVE A MAXIMUM HEIGHT OF 1/2"WITH A MAXIMUM VERTICAL CHAN6E OF 1/4"TYPICAL, 34. 6LA55 DOORS,ADJACENT PANELS,AND ALL GLAZED OPENIN65 WITHIN 18 INCHES OF THE vLWD BASE • • 6t.TO PRIFE Mm PAINT ADJACENT FLOOR SHALL BE OF 6LA55 APPROVED FOR IMPACT HAZARD, 91.2406.4.1 16.SEPAND SHALL BE OBTAINED TEMPORARY G.G. OR PERMANENT 5I6NA6E Is REQUIRED FROM THE CITY STOREFRONT Tl��" REMnRIcs -L "s-" • • 6G.ro PROVIDE BLotKINb aro J-Box IT FIRE EXTINWEHER5 SHALL BE INSTALLED PRIOR TO BJILDIIIG OCCUPANCY AND RATED 2A 10 BG 1Nl STarzg-R NT a EAD •ec T• Ex'6 MAu BULKIER?;6L.To REPAIR As rECPrsnar NANSER Bn s • • bC veI+DOR PRanD®,wTo PRovlve BLocKINs (4A 40 BC IN LOUNGE).LOCATIONS SHALL BE DETERMINED BY THE FIRE INSPECTOR IN THE FIELD. PROVIDE EXTINGUISHERS EVERY 3000 S.F.AND 75'OF UNOBSTRUCTED WALKING DISTANCE. M3IIRAL PIERS • • ExISTI�rEIrtzAL PIERS To Rawx.be To PgrGl arD l2EPgIR M omR MSaELr a HARDWa¢E • Gt.TO PRonDe Ro. PROVIDE 2 FIRE EXTINCU15HER CABINETS d 3 FIRE EXTINGUISHERS ON SURFACE MOUNTED BRACKETS Gt To lxsraJ.FER,IffT AY1D.Wmlx LamLLRD PRrnnDm STOf1&ROM FRAMING/CLAY • • OPB% MIRROR • SL TO PROVIDE BL 1.AND LPllLK LEASE SCOPE OF WORK NOTES YPAE .ASREQIIR BBYN(SEaRETDHLAW LL�ENDDRPRDV_'A,TDPRa��-1.ANDL K FOR ALL RELATED LANDLORD SCOPE ASSOCIATED WITH THI5 PROJECT,PLEASE REFER TO THE FOLLOWING EXHIBIT(RE 6002) STOREFRONT B6N5 • •• •6L.TO COORDINATE REONRBEMS WITH TENANT 510 vi3DDR BLCOrE GPULK • • ALL SURFACE xrUMm ITEIKa ro Y cAuIKED L.TO iROVIDE COr¢VIT a J-BOXES FOR TENANT SIGNS. CONTRACTOR TO OBTAIN A COPY OF TENANT'S LEASE EXHIBIT AND VIORK LETTER TO VERIFY LANDLORD'S RESPONSIBILITIES AND TO DETERMINE IF THERE ARE ANY DISCREPANCIES BETWEEN THE STORffROM BASE • •,EE TO PT NW Fat MORE 1NPa. GYP.GEILIN6 • • RESPONSIBILITY SCHEDULE AND THE DRAIA N65.IF 50,NOTIFY AREMTECT AND/OR TENANT IMMEDIATELY FOR ELARIFIEATION. PAVINb-6ENLRa. • • LW RDIW.PIEWL1 IUD sTTM 10R As Pous1ED CONCRETE • • bt.r0 PREP FLOORS PER MANFPLMtg25 SFELIFIcgnal5. rffom. BEgD BOARD AND m1M • Gt.TD PIN.-CorvceALDAMAGes,expose?cowers. ELEGTR GAL wy Br rsruLer BLADE SIGN WA GRflxG.,,NAIL NO-,,ETC. LL GL LL VII WNDa4 L06aiDmALS NA ELECTRICAL SERVICE goo Mw,rvasw • • DOORV FRAME HARDWARE • • ,ERV10EcormulTTorIWNr Pa • • EImY SECURITY SYSTEM • • •-RTC P1 C 5rEM.6t.r0 L°ORDINAIE Wlm B.ELTRILAL Jfi°% SERVICE WRING r0 TENANT PN85 • • VESilar c NA -_NT R20r T.AT LADLORD5 • • STOREFRONT INIERIDR BASE • •6G TOINSTALL-1. TOILET ROOM lJTIILK ELEcmICAL_AUR, • • T LL EG ELECTRICAL PaN35rH#NR�TT FIDOR �PROVIDE FLOOR SIRIPIN6IN FFOM OF PANELS/ STORffROM FKADE FRAMING 1 Sm1Kn1RE • • TO PROTECT LMUARp PROVIDm FIN15xE5;PATCH am REPAIR AL.T.CEILINS • • a pETAILm INFORMATIpV. Fat EXISTING AND r6Y LormITO • •marFgplERS FOR 3'MIWMIM CIF_ARAw,E-REFER TO M RE011IRm. ___ uEARMIGE DETAIL5. STOR NT FINISHES TO PROTECT IANOLORD PROVIDED FINISHES;PATCH AND REPAIR PARTIna6 Wlm WAIERPRPJF 6Y M • •RE.TO SMEET POR A400 POP EXISTI%MID IRN COrDITO ! MEIERIxEfHz SOCKET IN LL ELmmIC ROOM • •CIO° • • MREWIRED_ _I__ TLREFROM PIERS • • N��0 S rvAX:X,FOR xYJRE ItgORMhTION.LArDLOW TO FLWWN6 • •6L.TO PREP FLOORS PER -IINA VBiWRS 5PECIFlLATIONS METERIFETH2 SOCKET IN'BNM,PALE • • 5TOREPROM WALL 5LONLFS WA F.RP.WALL P.. • •D�ETTO I TANPJ FOR EXISTIN5 AND NB'1 CONDITON5< CONTPLTORS • •PART OF LIGHTING LONTFOL,YSrEM-SEE 51ffT E4D0 ANNINbs • • NCEYARIES/HANDRAILS • •OMEETAILm IET�A400 FOR EXISTING AND NB'1-IT-< ELEC.EOTIPMENT R N In • • HANGING GRID • • L10 �l A� IWi GRID INSTALLATI�V LOLAna6 H.L.511 • •FER LODE TRML wq HANGING GRID HARDWARE • •IL, P�TOOPRI-EILI TIYMPEHMI61N6 GRID HamWARE FOR OOORs • •DETAIL:IETHFORMAT FOR EXISTING AND IN3Y COImInONS< -1.EtlIIPMENT FINIsx • • INK LI6HnI1G i0 BE La1LKm TO DRry IN HARD GEILIN6 • • oMOiPil 1-1 . IIRE�P00R PINK m<AIRAILS ro BµE PAINTED gA5E • RE:Al. u6Hr FIXR • •As SFT.C1P1m ON REFLELDI LELN&R-AN FAME AND 11RE`TIOm • nME CILGK • •PART OF L6 1.CONTROL Sr5TB1-SEE SI�'f EW FRP.MOP SITU: • Y LI6M FIXTURES • •REFER TO E£CmICA1 L6HnN6 PLAN SHEET EXIT LI6MINS/EXIT,16NP6E • •REFER TO ELECTRICPL L6HnN6 PIAN SHET 11•IO nrti Ix rnruLer AUD10 sYSTEH AND SALES AREA SpEu�zS LPJRDI-er 6L.Ir_a.uN .Br 6LJ DEMOLITION �RevRKs • • DEMOLITION WA CONVEWENGE OUNETS • • • YRVICE DOOR PEEL CHIME LWA7 PER DRaVIN65 am/DRCHawMG CHOREIC PROJECT•MANNER.REF.A9LN • • •6L.TO PROJIDE RQ]N-IN(JM m-AND GONWIT) SENSORMATL SYSTEM • • •6L.TO PROVIDE RGU6H-IN fJMLnoN BOSSES AND CONDUIT TeLEMOIE cowEcnar • • Tac�lmr�s • • FIRE ALPRM srsTEn HORW5TatBFS,smoKe DEIECTIXLS,PIu sranoNs ArD aJCT •• ••SMOKE DE-rEcrDR,RExIIRm. 5TOGK ROOM Rem rmuL�� R� 10 •6L.ro EX BmA RHbUIRm w TELEPHOtE SERwcE-IT WITH PJLL smlN PART-PAINT • • 0.5.WRIIY/LASH RE615n32, • • •CONDUIT5 JINCTONS W/WLL STRING BY 6L. sEa.ED CONCRETE • •6L.TO PREP FLOORS PER FLOORING vENDOR5 5'ELIFlLATIONZ LDW VOLTAGE Him. • • FRffsrnxDlrm-rx srSTEn • •6L.TO PROJIDE accKlra;A5 NrzEsSARr cuwTY cM1ERA • • •GL.r0 PRD,nT>E RaGx-Iry r.Tmltnory eons AND carmuIT) Lu - S.RFPLE MOJxrm/vWLL STANDARDS AND • pi Ca¢UIT WITN PJLL • •6L.rO PROJIDE RGUEM-Iry rJINLnON BOXES am CONDUIT B�vIUx • P � Q LOLKB25 • •ATTACH TO WALL 51M.TO SHELVINS) LED TAPE.HB WALL e PER P.M.DxffLTION u Q Z MIw REFPI6HUTOR ryxITE) • • TRALKEB�R PAra=L wA - FOLDING TABLE • • (� STAINLEY STEEL GORIER NIaRDS • • FIRST AID KIT • • No?RYE FER PLW Ix51oE IKaR5 OFFICE AND PER CG -IN ERASE • •PROJECT MANAGER DIRECTION PJL TUBE-FOR RE0.1w:D AS BJILi 6'X 40'PVC CAPFm B01N @IDS.MOLR( WALL NEAR ALL wNSTRucnax sTE PLAxs • •E-ECTwca.paEls-Gc TD Ix�Rr PEDLINED a;-eu11 SET ROOF Fuwa er rsr AFTHL.C)B 15 GOMPLEIE. T -T T LL� MARKS 4'H.VINYL LEfrER • • ERI iH BE_L BELOW ulE w LorEST MILL Row PErIEIRAnoNs • •6L.TO IJT I LL NXRNAA ca1mALTOR vo Urn sroRE ABOVE THIS uNE• MICROWAVE • • RLWER BASE • • -_ W WAIKIE TALKIE STATION • •FEY GG PROJECT MalArEt DIRECTION J WORK CpMRRI SIELVINS TYPICAL MMIh6B25 OFFICE SERF Q LERNFlLAnON D,OCcwar,Y • LOCATED WITIIN STOCK FOOM 2 FIIE CABIrET LOCATED NITNIN STOCK RXM 'U^ VJ J m 3 \ O 3 _ o w G002 206 ACCESSIBLE ROUTES OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. 206 ACCESSIBLE ROUTES 213.3.2 WATER CLOSETS OUTLET OF THE DISPENSER SHALL BE 15 INCHES(380 MM)MINIMUM AND 48 206.2.1 SITE ARRIVAL POINTS AT LEAST ONE ACCESSIBLE ROUTE 206.4 ENTRANCES:ENTRANCES SHALL BE PROVIDED IN ACCORDANCE 2132.2 WATER CLOSETS WHERE WATER CLOSETS ARE PROVIDED,AT INCHES(1220 1 MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING 306 KNEE AND TOE CLEARANCE WITH 2O6A ENTRANCE DOORS,DOORWAYS AND GATES SHALL COMPLY LEAST ONE SHALL COMPLY WITH 604. LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT SPACES AND ACCESSIBLE PASSENGER LOADING ZONES:PUBLIC 306.1 GENERAL WHERE SPACE BENEATH AN ELEMENT IS INCLUDED 1 vz 1 vz 1 vz 1 v2 WITH 404 AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 402 r - F- 6042 LOCATION:THE WATER CLOSET SHALL BE POSITIONED WITH A CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER ROW. 38 38 39 ae WALL OR PARTITION TO THE REAR AND TO ONE SIDE.THE CENTEPo_NE OF 604.8 TOILET COMPARTMENTS WHEELCHAIR ACCESSIBLE TOILET O STREETS AND SIDEWALKS;AND PUBLIC TRANSPORTATION STOPS TO AS PART OF CHAR FLOOR OR GROUND SPACE OR TURNING SPACE, 206.5 DOORS DOORWAYS AND GATES DOORS,DOORWAYS,AND GATES THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE THE SPACE SHALL COMPLY WITH 306. ADDITIONAL SPACE SHALL PROVIDING USER PASSAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE WATER CLOSET SHALL BE 16 INCHES(405 MM)MINIMUM TO 16 INCHES COMPARTMENTS SHALL MEET THE REOUREMENTS OF 6048.1 AND 604.8.3. ¢ w w n 206.22 WITHIN A SITE:AT LEAST ONE ACCESSIBLE ROUTE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE O 206.5. (4551 MAXIMUM FROM THE SIDE WALL OR PARTITION,EXCEPT THAT THE COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL N F itl CONNECT ACCESSIBLE BUILDINGS,ACCESSIBLE FACILITIES, CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND SPACE 206.5.1 ENTRANCES; EACH ENTRANCE TO A BUILDING OR FACILITY _ WATER CLOSET SHALL BE 17 INCHES(430 1 MINIMUM AND 19 INCHES(485 COMPLY WITH li AMBULATORY ACCESSIBLE COMPARTMENTS SHALL iu U pp a ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE ON OR TURNING SPACE. - REOUIRED TO COMPLY WITH 2O6.4 SHALL HAVE AT LEAST ONE DOOR, \ \ MM)MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY COMPLY WITH 604.8.2 AND 604.8.3. ¢ 4 4 V THE SAME SITE. 3082 FORWARD REACH DOORWAY,OR GATE COMPLYING WITH 404. \ 1B s" ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2 WATER CLOSETS 6048.1.1 SRB WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL BE 206.2.3 MULTI-STORY BUILDINGS AND FACLffES:AT LEAST ONE 308.2.1 UNOBSTRUCTED:WHERE A FORWARD REACH IS 1 ae2 1 no \ 44 SHALL BE ARRANGED FOR ALEFT-HAND OR RIGM-HAND APPROACH. 60 INCHES(1525 MM)WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE UNOBSTRUCTED,THE HIGH FORWARD REACH SHALL BE 48 INCHES 404 DOORS DOORWAYS AND GATES 1 1\ 604.3 CLEARANCE:CLEARANCES AROUND WATER CLOSETS AND IN TOILET WALL,AND 56 NCHES(1420 1 DEEP MINIMUM FOR WALL HUNG WATER IN MULTI-STORY BUILDINGS AND FACILITIES. (1220 MM)MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 %1112 404.1 GENERAL DOORS:DOORWAYS,AND GATES THAT ARE PART OF AN \ COMPARTMENTS SHALL COMPLY WITH 604.3. CLOSETS AND 59 INCHES(1500 1 DEEP MINIMUM FOR FLOOR MOUNTED 206.2.4 SPACES AND ELEMENTS:AT LEAST ONE ACCESSIBLE INCHES(3801 MINIMUM ABOVE THE FINISH FLOOR OR GROUND. � � ACCESSIBLE ROUTE SHALL COMPLY WITH 404. (a) \ 604.3.1 SIZE CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY 308.2.2 OBSTRUCTED HIGH REACH WHERE A HIGH FORWARD (a) (b) (6) (p) 4042 MANUAL DOORS:DOORWAYS,AND MANUAL GATES.MANUAL front approach,pul I site (b) - (15251 MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 6048.12 DOORS:TOILET COMPARTMENT DOORS,INCLUDING DOOR ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN REACH IS OVER AN OBSTRUCTION,THE CLEAR FLOOR SPACE SHALL Handrail Handrail Handrail Snap Bar DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER front approach,push side INCHES(1420 MIA)MINIMUM MEASURED PERPENDICULAR FROM THE REAR HARDWARE,SHALL COMPLY WITH 404 EXCEPT THAT IF THE APPROACH IS TO ninnnn cOs, THE BUILDING OR FACILITY WHICH ARE OTHERWISE CONNECTED BY EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN Size and Spacing of Handralls and Crab Ban PASSAGE SHALL COMPLY WITH 4042 WALL. THE LATCH SIDE OF THE COMPARTMENT DOOR,CLEARANCE BETWEEN THE A CIRCULATION PATH UNLESS EXEMPTED BY 206.2.3 EXCEPTIONS 1 THE RECUIRED REACH DEPTH OVER THE OBSTRUCTION.THE HIGH 404.21 REVOLVING DOORS:GATES,AND TURNSTLES- REVOLVING DOORS, IF -- T T 6044 SEATS:THE SEAT HEK3HT OF A WATER CLOSET ABOVE THE FINISH DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 THROUGH 7. FORWARD REACH SHALL BE 48 INCHES(12201 MAXIMUM WHERE REVOLVING GATES,AND TURNSTILES SHALL NOT BE PART OF AN rI,\ FLOOR SHALL BE 17 INCHES(430 1 MINIMUM AND 19 INCHES(4851 INCHES(1065 MM)MINIMUM.DOORS SHALL BE LOCATED IN THE FRONT THE REACH DEPTH IS 20 INCHES(5101 MAXIMUM.WHERE THE ACCESSIBLE ROUTE. _ / MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE PARTITION OR IN THE SIDE WALL OR PARTTTON FARTHEST FROM THE WATER J 207 ACCESSIBLE MEANS OF EGRESS REACH DEPTH EXCEEDS 20 INCHES(510 MIN),THE HIGH FORWARD 5055 CLEARANCE:CLEARANCE BETWEEN HANDRAIL GRIPPING 40422 DOUBLE-LEAF DOORS AND GATES:AT LEAST ONE OF THE I2„in _ YYY SPRUNG TO RETURN TO A LIFTED POSITION. CLOSET.WHERE LOCATED N THE FRONT PARTITION,THE DOOR OPENING 207.1 GENERAL:MEANS OF EGRESS SHALL COMPLY WITH REACH SHALL BE 44 INCHES(11201 MAXIMUM AND THE REACH SURFACES AND ADJACENT SURFACES SHALL BE 1 j INCHES(381 ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH 604.5 GRAB BARS:GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SHALL BE 4 NCHES(100 MM)MAXIMUM FROM TIRE BIDE WALL OR PARTITION SECTION 1003.213 OF THE INTEPoHATIONAL BUILDING CODE(2000 DEPTH SHALL BE 25 INCHES(li I MAXIMUM. MINIMUM. 404.23 AND 4042A \�\ 609.GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSET TO THE FARTHEST FROM THE WATER CLOSET.WHERE LOCATED IN THE SIDE WALL EDITION AND 2001 SUPPLEMENT)OR SECTION 1007 OF THE 308.3 SIDE REACH 505.6 GRIPPING SURFACE:HANDRAIL GRIPPING SURFACES SHALL BE 40423 CLEAR WIDTH:DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH \ 6 m WATER CLOSET AND ON THE REAR WALL OR PARTITION,THE DOOR OPENING SHALL BE 4 INCHES(100 1 MAXIMUM u's INTERNATIONAL BUILDING CODE(2003 EDITION)(INCORPORATED BY 308.3.1 UNOBSTRUCTED:WHERE A CLEAR FLOOR OR GROUND CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED OF 32 INCHES(8151 MINIMUM CLEAR OPENINGS OF DOORWAYS WITH \ 3 91s n 604.5.1 SIDE WALL:THE SIDE WALL GRAB BAR SHALL BE 421NCHES(1065 FROM THE FRONT PARTITION.THE DOOR SHALL BE SELF-CLOSING.A DOOR REFERENCE,SEE'REFERENCED STANDARDS'IN CHAPTER 1). SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE ALONG THEIR TOPS OR SIDES.THE BOTTOMS OF HANDRAIL G69MNG SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR 1 I M4)LONG MINIMUM(LOCATED 12 INCHES(305 MM)MAXIMUM FROM THE REAR PULL COMPLYING WITH 4042.7 SHALL BE PLACED ON BOTH SIDES OF THE 207.2 PLATFORM Li STANDBY POWER SHALL BE PROVIDED SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF AND THE STOP,WffH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN \\ WALL AND EXTENDING 54 INCHES(1370 Ml MINIMUM FROM THE REAR WALL DOOR NEAR THE LATCH.TOILET COMPARTMENT DOORS SHALL NOT SWING hT- FOR PLATFORM LIFTS PERMITTED BY SECTION 10032-13.4 OF THE INCHES(12201 MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 THEIR LENGTH.WHERE PROVIDED,HORIZONTAL PROJECTIONS SHALL 24 NCHES(610 Ml DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES \ 01i INTO THE MINIMUM REOUIRED COMPARTMENT AREA m LL INTERNATIONAL BUILDING CODE(2000 EDITION AND 2001 INCHES(380 I MINIMUM ABOVE THE FINISH FLOOR OR GROUND. OCCUR 1�INCHES(38 1 MINIMUM BELOW THE BOTTOM OF THE HANDRAIL (915 MM)MINIMUM.THERE SHALL BE NO PROJECTIONS INTO THE SECURED (d) 60452 REAR WALL:THE REAR WALL GRAB BAR SHALL BE 36 INCHES(915 604.8.1.4 TOE CLEARANCE:THE FRONT PARTITION AND AT LEAST ONE SIDE (c) - hinge approach,pull side Q SUPPLEMENT)OR SECTION 1007.5 OF THE INTERNATIONAL BUILDING 308.3.2 OBSTRUCTED HIGH REACH:WHERE A CLEAR FLOOR OR GRIPPING SURFACE CLEAR OPENING WIDTH LOWER THAN 34 INCHES(8651 ABOVE THE FINISH front approach,push side,door MM)LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES(230 MM) V CODE(2003 EDITION)(INCORPORATED BY REFERENCE,SEE GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT 505.7 CROSS SECTION: HANDRAIL GRIPPING SURFACES SHALL HAVE A FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH provided with both closer and latch CLOSET 12 INCHES(305 I MINIMUM ON ONE SIDE AND 24 INCHES(610 1 MINIMUM ABOVE THE FINISH FLOOR AND 6 NCHES(1501 DEEP MINIMUM 'REFERENCED STANDARDS IN CHAPTER 1)TO SERVE AS A PART OF AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT CROSS SECTION COMPLYING WITH 505.7.1. BETWEEN 34 INCHES(8651 AND 80 INCHES(20301 ABOVE THE FINISH MINIMUM ON THE OTHER SIDE. BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION,EXCLUSIVE OF Q 505.7.1 CIRCULAR CROSS SECTION HANDRAILGRIPPING SURFACES WITH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES(100 MM). F- 6046 FLUSH CONTROLS RUSH CONTROLS SHALL BE HAND OPERATED PARTITION SUPPORT MEMBERS. AN ACCESSIBLE MEANS OF EGRESS. OF THE OBSTRUCTION SHALL BE 34 INCHES(865 MM)MAXIMUM AND r THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES(610 1 A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1} 40424 MANEUVERING CLEARANCES:MINIMUM MANEUVERING CLEARANCES I OR AUTOMATIC.HAND OPERATED RUSH CONTROLS SHALL COMPLY WITH 604.8.1.5 GRAB BARS GRAB BARS SHALL COMPLY WITH 609. A SIDE-WALL 302 FLOGS OR GROUND SURFACES MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES(12201 INCHES(32 MM)MINIMUM OF 2 INCHES(51 Ml MAXIMUM. AT DOORS AND GATES SHALL COMPLY WITH 40424 MANEUVERING _ 309. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE GRAB BAR COMPLYING WITH 6045.1 SHALL BE PROVIDED AND SHALL BE _ 302.1 GENERAL FLOOR AND GROUND SURFACES SHALL BE MAXIMUM FOR A REACH DEPTH OF 10 INCHES(255 MIN),THE HIGH 505.72 NON-CIRCULAR CROSS SECTIONS HANDRAIL GRIPPING SURFACES CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE _\ _ _ a WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. IN ADDITION,A STABLE,FIRM,AND SLIP RESISTANT AND SHALL COMPLY WITH 302 SIDE REACH SHALL BE 46 ITCHES(11701 MAXIMUM FOR A REACH WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. \\ _ z 560 n COMPLYING WITH 604.8.2 REAR-WALL GRAB BAR COMPLYING WITH 604.5.2 SHALL BE PROVIDED. Q 303.2 VERTICAL:CHANGES IN LEVEL OF#INCH(6.41 HIGH DEPTH OF 24 INCHES(610 Ml MAXIMUM. DIMENSION OF 4 INCHES(100 1 MINIMUM AND 6 12 INCHES(1601 404.24.1 SWINGING DOORS AND GATES SWINGING DOORS AND GATES \ 2 mi ____ 6047 DISPENSERS:TOILET PAPER DISPENSERS SHALL COMPLY WTIH 309A 604,82 AMBULATORY ACCESSIBLE COMPARTMENTS AMBULATORY MAXIMUM SHALL BE PERMITTED TO BE VERTICAL MAXIMUM,AND A CROSS-SECTION DIMENSION OF 2 3 INCHES(571 SHALL HAVE MANEUVERNG CLEARANCES COMPLYING WITH TABLE 404.2.4.1. \ 106sn AND SHALL BE 7 INCHES(1801 MNIMUM AND 9 INCHES(230 MM)MAXIMUM ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH 604.82 303.3 BEVELED:CHANGES IN LEVEL OF I INCH(6.4 MM)HIGH402 ACCESSIBLE ROUTES MAXIMUM- 404.25 THRESHOLDS.,THRESHOLDS,IF PROVIDED AT DOORWAYS, 1 IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE RLNE OF THE 604.8.21 SIZE:AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A 1 MAXIMUM AND 1a INCH(131 HIGH MAXIMUM SHALL BE BEVELED 4022 COMPONENTS ACCESSIBLE ROUTES SHALL CONSIST OF 505.8 SURFACES HANDRAIL GRIPPING SURFACES AND ANY SURFACES SHALL BE i INCH(131 HIGH MAXIMUM. RAISED THRESHOLDS AND \ DISPENSER AND NOT PROJECT MORE THAN 4 INCHES FROM WALL THE DEPTH OF 60 INCHES(15251 MINIMUM AND A WIDTH OF 35 INCHES(890 WITH A SLOPE NOT STEEPER THAN 1:2. ONE OR MORE OF THE FOLLOWING COMPONENTS WALKING ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS CHANCES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303. \ MM)MINIMUM AND 37 INCHES(9401 MAXIMUM. 303.4 RAMPS CHANGES IN LEVEL GREATER THAN 1/2 INCH(13 MM) SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, AND SHALL HAVE ROUNDED EDGES. 40426 DOORS IN SERIES AND GATES IN SERIES:THE DISTANCE BETWEEN (e) \ 1z min 39-41 WATER CLOSETS AND TOILET STALLS(PER ADA CODE) hinge approach,pull side \ 3o5 990-1040 HIGHSHALL BE RAMPED,AND SHALL COMPLY WITH 405 OR 406. DOORWAYS,RAMPS,CURB RAMPS EXCLUDING THE FLARED SIDES, 505.9 FITTINGS HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE (f)- 36„in - 3042 FLOOR OR GROUND SURFACES FLOOR OR GROUND ELEVATORS,AND PLATFORM LIFTS.ALL COMPONENTS OF AN 48 INCHES(1220 MM)MINIMUM PLUS THE WIDTH OF DOORS OR GATES hinge approach,push side 915 sa In SURFACES OF A TURNING SPACE SHALL COMPLY WITH 302. ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE 609 GRAB BARS SWINGING INTO THE SPACE. 1370 - 60„gin y GRANGES IN LEVEL ARE NOT PERMITTED. REQUIREMENTS OF CHAPTER 4. 609.1 GENERAL:GRAB BARS N TOILET FACfTIES L AND BATHING 40427 DOOR AND GATE HARDWARE HANDLES:PULLS,LATCHES,LOCKS, za min 12 42„gin ® Isoo m 3043 SIZE:TURNING SPACE SHALL COMPLY WITH 304.3.A OR 403.5 I.1 CLEAR WIDTH:EXCEPT AS PROVIDED IN 403.52 AND 403SA FACILITIES SHALL COMPLY WITH 609. AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 610 1045 E 1e 55n E 30432. THE CHAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES 609.2 CROSS SECTION:GRAB BARS SHALL HAVE A CROSS SECTION 309A OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES(865 - (915 1 MINIMUM. COMPLYING WITH 609.2.1 OR 609.22. I MINIMUM OF 48 INCHES(1220 1 MAXIMUM ABOVE THE FINISH FLOOR OR _ _ _ ay. 3043.1 CIRCULAR SPACE THE TURNING SPACE SHALL BE A _ - 403.5.3 PASSING SPACES AN ACCESSIBLE ROUTE WITH A CLEAR 6092.1 CIRCULAR CROSS SECTION:CRAB BARS WITH CIRCULAR CROSS GROUND.WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, xIT SPACE OF 60 INCHES(1525 1 DIAMETER MINIMUM THE SPACE - _ SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE WIDTHLESS THAN 60 INCHES(1525 1 SHALL PROVIDE PASSING SECTKM SHALL HAVE AN OUTSIDE DIAMETER OF 11 INCHES(321 OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH z2„n - COMPLYING WITH 306. SPACES AT INTERVALS OF 200 FEET(61 M)MAXIMUM PASSING MINIMUM AND 2 INCHES(51 1 MAXIMUM. SIDES. 560 560 clear 3043.2 T-SHAPED SPACE:THE TURNING SPACE SHALL BE A SPACES SHALL BE EITHER:A SPACE 60 INCHES(1525 MIA)MINIMUM 609.3 SPACING:THE SPACE BETWEEN THE WALL AND THE GRAB BAR 40428.1 DOOR CLOSERS AND GATE CLOSERS DOOR CLOSERS AND ____ ---- (a) 7_9 floor BY 60 INCHES(1525 MM)MINIMUM;OR AN INTERSECTION OF TWO SHALL BE 1 INCHES(36 MIN).THE SPACE BETWEEN THE CRAB BAR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF Back Wall 18o-z30 - --space- T-SHAPED SPACE WITHIN A 60 INCH(1525 1 SQUARE MINIMUM WITH )e (b) toilet ` WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING 90 DEGREES,THE TIME REOUIRED TO MOVE THE DOOR TO A POSITION OF 12 1 1 ,( ARMS AND BASE 36 INCHES(915 MM)WIDE MINIMUM. EACH ARM OF PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1�INCHES(36 Slde Wal I THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES(305 MM) WITH 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE MM)MINIMUM.THE SPACE BETWEEN THE GRAB BAR AND PROJECTING DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF EXTEND 48 INCHES(1220 MM)MINIMUM BEYOND THE INTERSECTION OBJECTS ABOVE SHALL BE 12 INCHES(3051 MINIMUM. 40429 DOOR AND GATE OPENING FORCE:FIRE DOORS SHALL HAVE A \ \ Fig.tole) MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE \ Toilet Stall New Ll OBSTRUCTIONS 24 INCHES(610 MM)MINIMUM.THE SPACE SHALL BE 40423 CLEAR WIDTH:DOOR OPENINGS SHALL PROVIDE A 609.4 POSITION OF GRAB BARS GRAB BARS SHALL BE INSTALLED IN A I _ , _ Construction CLEAR WIDTH OF 32 INCHES(815 1 MINIMUM.CLEAR OPENINGS OF ADMINISTRATIVE AUTHORITY.THE FORCE FOR PUSHING OR PULLING OPEN A (9)� PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING HORIZONTAL POSITION,33 INCHES(840 MM)MINIMUM OF 36 INCHES(915 MM) (� 36 min 39-a1 4 npx 32 DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: hinge approach,push side,door hinge approach,push side,door 100 91s WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE provided with both closer and latch g PP P AMBULATORY 915 990-1040 alternate THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 90 GRIPPING SURFACE,EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S 404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES AUTOMATIC P provided with both closer and latch door DECREES.OPENINGS MORE THAN 24 INCHES(6101 DEEP SHALL DOORS AND AUTOMATIC GATES SHALL COMPLY WITH 4043. 305 CLEAR R_OOR AND GROUND SPACE USE COMPLYING WITH 604.9,GRAB BARS SHALL BE INSTALLED IN A 4laasn 1 ios PROVIDE A CLEAR OPENING OF 36 INCHES(915 1 MINIMUM.THERE FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA 305.3 SfZE:THE CHAR FLOOR OR GROUND SPACE SHALL BE 30 HORIZONTAL POSITION 18 INCHES(455 MM)MINIMUM OF 27 INCHES(865 MMU T w INCHES 060 MM)MINIMUM BY 46 INCHES(1220 MM)MINIMUM. SHALL BE NO PROJECTIONS INTO THE REOUIRED CLEAR OPENING MAXIMUM ABOVE THE FINISH FI_OOR MEASURED TO TIRE TOP OF THE A756.10(INCORPORATED BY REFERENCE,SEE'REFERENCED STANDARDS'IN a9-aI \` 990-3040 m _ 305A KNEE AND TOE CLEARANCE UNLESS OTHERWISE WIDTH LOWER THAN 34 INCHES(865 MM)ABOVE THE FINISH FLOOR GRIPPING SURFACE THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK CHAPTER 1).LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY SPECIFIED,CLEAR FLOOR OR GROUND SPACE SHALL BE OR GROUND.PROJECTIONS INTO THE CLEAR OPENING WIDTH WALL OF A BATHTUB SHALL COMPLY WITH 607.41.1 OR 607.421. WITH ANSI/BHMA A156.19(1997 OR 2002 EDITION)(INCORPORATED BY _ - \\ clear BETWEEN 34 INCHES(8651 AND 80 INCHES(2030 Ml ABOVE REFERENCE,SEE'REFERENCED STANDARDS'IN CHAPTER 1). - `0, \ floor PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING 6095 SURFACE HAZARDS GRAB BARS AND ANY WALL OR OTHER \ VVV z4„i \'_ space DOORS AND MANEUVERING CLEARANCES \ 610" k m WITH 306. THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES(100 SURFACES ADJACENT TO CRAB BARS SHALL BE FREE OF SHARP OR I za nin � ' 3055 POSITION:UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR MIN). ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. \ 610 9so loan OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD 404.24.4 FLOOR OR GROUND SURFACE:FLOOR OR GROUND 609.6 FITTINGS:GRAB BARS SHALL NOT ROTATE WITHIN FITTINGS. \I Q 12"m 16"i" w w mounted w.c. ITI SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL 609.7 INSTALLATION AB 3os azo OR PARALLEL APPROACH TO AN ELEMENT. G? BAS SHALL BE INSTALLED IN ANY MANNER \ 59 mi"w fir.mounted w.c. sz nin 1z min COMPLY WITH 302.CHANGES N LEVEL ARE NOT PERMITTED. THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND 54"in 305.6 POSITION:ONE FULL UNOBSTRUCTED SIDE OF THE CHAR \ 13 0 Isoo 13zo 3os FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE 405.2 SLOPE:RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT THAT DOES NOT OBSTRUCT THE REOUIRED CLEAR FLOOR SPACE (U \ STEEPER THAN 1:12 609.8 STRUCTURAL STRENI ALLOWABLE STRESSES SHALL NOT BE latch approach,pull side,door 4 1045" Standard Stall s6 min w w mounted wa. -MANEUVERING SPACE AND REACH REOUIREMENTS EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL r provided with closer (i) _ 66"in w w I mounted w.c. 42 min latch a roach only . lazo latch a r ach,push side 42 min latch PP 9 8 m mo= 1 1 PP P approach only. 1475 other approaches 46 min 59 min w fir.mounted w.c. Teo zss FORCE OF 250 POUNDS(182 M IS APPLIED AT ANY POINT ON THE GRAB PP y 1500 ------ vas ear oor�' BAR,FASTENER,MOUNTING DEVICE,OR SUPPORTING STRUCTURE. \ \ other approaches \ \ I 46 min 69„in w fir.mounted wa. 36 m.n Cl Fl ace at Water Close ts _ \ \ _ 91518 -�.. -HANDRAILS.CRAB BARS SEATS \ _ _ - 1e 3%5 18 _ - - ass ass ss <ss 42"" Is 1045 s6 _--Li •__ L-1 rJ 24 610 I I 1 603.3 MIRRORS MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS 36 nin - SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING 1 91s 39-a1 _ m clear x 99o-loao I clear clear SURFACE 40 INCHES 1015 MM MAXIMUM ABOVE THE FINISH FLOOR OR I a o 305 305 \ 12" floor GROUND.MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS 4e m� floor floor \ FIGURE 304.3.2 3osn s ace SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING 1220" \ T-SHAPED TURNING SPACE sa min P--- mace -space---- - / SURFACE 35 INCHES(890 MM)MAXIMUM ABOVE THE FINISH R_OOR OR (kU Q � �� latch approach,push side,door (b) 4, I 10 mo. GROUND. 8 mm 8 mi" } 60 min (a) zss Figure 308.3.1 /� \\ provided with closer Alternate Stalb 12zo 25 52s 604.8.3 COAT HOOKS AND SHELVES COAT HOOKS SHALL BE LOCATED - Obstructed High Unobstructed Side Roach WITHIN ONE OF THE REACH RANGES SPECKED IN 308.SHELVES SHALL BE / 5ide Reach -" \I INTERNATIONAL SYMBOLS LOCATED 40 INCHES(1015 MM)MINIMUM AND 48 INCHES(1220 MIA)MAXIMUM / ABOVE THE FINISH FLOOR 606 LAVATORIES AND SINKS. L---- ----J �� 30 10-za mo.. i , 606.1 GENERAL: LAVATORIES AND SINKS SHALL COMPLY WITH 606. War ��780 255-610 32 nn 8082 CLEAR FLOOR SPACE A CLEAR FLOOR SPACE COMPLYING WffH 3z"in _ I i 305,POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE e1s IN __-, -- I CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED. FIGURE 103.1.2.1 FIGURE 105.1.2.2 FIGURE 103.1.2.5 FIGURE 1037.2.4 606.3 HEIGHT:LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE ( (c) INTERNATIONAL SYMBOL INTERNATIONAL VOLUME CONTROL TELEPHONE INTERNATIONAL SYMBOL OF FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 ITCHES(865 OF ACCESSIBILITY SYMBOL OF 1 ACCESS FOR HEARING 1055 Folding Door Ml MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 703 SIGNS 606.4 FAUCETS:CONTROLS FOR FAUCETS SHALL COMPLY WITH 309. 703.1 GENERAL:SIGNS SHALL COMPLY WITH 703.WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REOURED,EITHER ONE SIGN WITH BOTH VISUAL AND w HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS lzzo i FIGURE 4042.3 _ CLEAR DOORWAY WIDTH TACTILE CHARACTERS,OR TWO SEPARATE SIGNS;ONE WITH VISUAL AND ONE WITH TACTILE,c70321 DEPTH RAISED CHARACTERS SHALL BE 1/32 INCH(0.8MM) MINIMUM. - (d OF DOORWAY 606.5 EXPOSED PIPES AND SURFACES WATER SUPPLY AND DRAIN PIPES \ / Hinged Door 32 m,n MINIMUM ABOVE THEIR BACKGROUND. 11MDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE \ - 81s 70322 CASE:CHARACTERS SHALL BE UPPERCASE m m 7032.3 STYLE:CHARACTERS SHALL BE SANS SERIF.CHARACTERS SHALL NOT BE TALIC,OBLIOUE,SCRIPT,HIGHLY DECORATIVE,OR OF OTHER UNUSUAL CONFIGURED TO PROTECT AGAINST CONTACT.THERE SHALL BE NO SHARP -- FORMS 10zssX >3e0 OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 1 1 _ LAVATORIES ---- ---- 32 min 7032A CHARACTER SPACNG CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN Z _ g / Figure 305.5 e15 � ; r A MESSAGE,EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS Q SHALL BE 1/8 INCH(3.2 Ml MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM.WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, a Obstructed High Side Reach Position of clear floor or ground space (b) SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH(t6 I MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT ILL. Figure 506.3.2 Figure 306.3.2 Sliding Door THE BASE OF THE CROSS SECTIONS,AND 1/8 INCH(3.2 Ml MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS ? FIGURE 4042.6 SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH(9.5 1 MINIMUM. U Side Reach DOORS IN SERIES AND GATES IN SERIES Maximum Doorway Depth 703.25 CHARACTER HEIGHT:CHARACTER HEIGHT MEASURES VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH(16 MM)MINIMUM AND 2 INCHES(51 1 MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER'I'CHARACTERS,SHALL BE PROVIDED. 7032 BRAILLE:BRAILLE SHALL BE CONTRACTED(GRADE 2)AND SHALL COMPLY WITH 703.3 AND 7WA 703.3.1 DIMENSIONS AND CAPTTALIZATII BRAILLE DOTS SHALL HAVE A DOOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1.THE ae"in IN DICATC)NS OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES,PROPER NOUNS AND NAMES,INDIVIDUAL 1220 v-19 602 DRINKING FOUMANS 430-485 602.2 FLOOR SPACE:UNITS SHALL HAVE A CLEAR FLOOR OR GROUND LETTERS OF THE ALPHABET,INITIALS,AND ACRONYMS. _ SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH 703.42 LOCATION:WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE.WHERE A (f� 0 17-19 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 J 430-48s AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE PoGii HAND DOOR WHERE THERE IS NO WALL WITH 306 SHALL BE PROVIDED. Q _____L _____ 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. _ 602.3 OPERABLE PARTS OPERABLE PARTS SHALL COMPLY (915 309. r � SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 16 INCHES(455 MM)MNIMUM BY 18 INCHES(455 MIN), Q N 602.4 SPOUT HEIGHT:SPOUT OUTLETS SHALL BE 38 INCHES(915 MM) - MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. CENTERED OR THE TACTILE CHARACTERS,IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN - 6Pso, Toe ~ O _ 602.5 SPOUT LOCATION THE SPOUT SHALL BE LOCATED 15 INCHES POSITION Q Knee a osn Clearance 703.5 VISUAL CHARACTERS:VISUAL CHARACTERS SHALL COMPLY WITH 703.5. 4 Clearance - MAX MUM MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES(125 MCI) Q MAXIMUM FROM THE FROM EDGE OF THE UNIT,INCLUDING BUMPERS. BACKGROUND UND AND CONTRAST:CHARACTERS AND THEIR BACKGROUND SHALL HAVE A RA NON-GLARE FINISH CHARACTERS SHALL CONTRAST WITH THEIR 1430" epth L .2.6 WATER FLOW:THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 BACKGROUND WITH EITHER LIGHT CHARACTERS C A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. co Lavatory Clearances -- 44, INCHES(100 MM)HIGHH MINIMUM AND SHALL BE LOCATED 5 INCHES(125 MM) 703.5.2 CASE:CHARACTERS SHALL BE UPPER CASE OR LOWERCASE OR A COMRINATCOR OF BOTH 36„in , 4emin , _ , s^^. --- 1s^;^ 703.53 STYLE:CHARACTERS SHALL BE CONVENTIONAL IN FORM.CHARACTERS SHALL NOT BE ITALIC,OBLIOUE,SCRIPT,HIGHLY DECORATIVE,OR OF OTHER 1zs 3eo MAXIMUM FROM THE FRONT OF THE UNIT.THE ANGLE OF THE WATER 915 lzzo ae"in x 42"i" 24 Ioo, UNUSUAL FORMS. ohs 106s 17"in 6 2 min __.. STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FROM O FACE OF THE UNIT.WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES 7035A CHARACTER PROPERTIES:CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER'O'IS 55 PERCENT Z a) NOTE:Dimensions shown apply when'x'Is less Ehan a30 05 MINIMUM AND III PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER T. 90°Turn 48 inches(1220 mrr). Equipment permitted in shaded area OS MM)OF THE FROM OF THE UNIT,THE ANGLE OF THE WATER STREAM (p) - 1 (b) (a) SHALL BE 30 DEGREES MAXIMUM.WHERE SPOUTS ARE LOCATED 703.55 CHARACTER HEIGHT:MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL Turns around an Obstruction Clear Floor Space Spout Height and Knee Clearance BETWEEN 3 NCHES(751 AND 5 INCHES(125 MM)MAXIMUM FROM THE DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN.CHARACTER HEGHT SHALL BE BASE ON J _ clear THE UPPERCASE LETTER T. PROM OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 15 m 2 2 floor O DEGREES MAXIMUM. 703.6.2 FINISH AND CONTRAST:PICTOGRAMS AND THEIR FIELD SHALL HAVE A NONCLARE FINISH PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH N space DRINKING FOUNTAINS EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIC HT FIELD. _ 3 (n F L J 703.72-1 INTERNATIONAL SYMBOL OF ACCESSI ILITI':THE NTERNAT ACCESSIBILITY WI SYMBOL OF ACCESSIBIL SHALL COMPLY WITH FIGURE 703.7.2-1 m ¢M LU 703.722 INTERNATIONAL SYMBOL OF TRY:THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY WITH FKGURE 703.7.22. o U L1v-zs 703.723 VOLUME CONTROL TELEPHONES TELEPHONES WITH A VOLUME CONTROL SHALL BE IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET WITH < �' Ln U a30-63s RADIATING SOUND WAVES ON A SOUARE FELD SUCH AS SHOWN IN FIGURE 703.72.3. L Q 4e min 703.724 ASSISTIVE LISTENING SYSTEMS:ASSISTEE LISTENING SYSTEMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING 1zz0 (c) (d) Olean Floor Space at LOSS COMPLYING WITH FIGURE 703.72.4. GOO 3 Changes in Level Changes in Level Lavatories SIGNAGE TYPICAL FARE DEPARTMENT NOTES GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT NFPA,UFG AND I. ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST EDITION OF NEC. THE STATE AND LOCAL BUILDING CODES,ORDINANCE5 AND REGULATIONS w W n 2. HAZARDOUS MATERIALS TO BE STORED AND/OR USED WITHIN THE AND OTHER GOVERNING LOCAL AGENCIES AS REQUIRED.ONE(1)COPY OF R. BUILDING SHALL COMPLY WITH QUANTITIES LISTED IN USG TABLE THESE CODES AND REGULATIONS SHALL BE MADE AVAILABLE AT THE 1 U dY 3D b 5E AND LOCAL JURISDICTION. CONTRACTORS FIELD OFFICE DURING CONSTRUCTION. LU 3. FIRE HYDRANTS SHALL BE TESTED AND APPROVED,FIRE ACCESS 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE ¢ 44 V ROADS MADE SERVICEABLE PRIOR TO DELIVERY OF JOB SITE, AND REPORT ANY D156REPANCIE5 TO THE ARCHITECT FOR COMBUSTIBLE MATERIALS ON 511E. ALL CONSTRUCTION WORK 15 INTERPRETATION AND/OR CORRECTIONS PRIOR TO INSTALLATION.CO5T SUBJECT TO A STOP WORK ORDER IF ACCESS ROADS BECOME OF CORRECTING WORK BASED ON MISINTERPRETATION BY CONTRACTOR IMPASSABLE OR FIRE HYDRANTS INOPERABLE. OR UNREPORTED DIMENSIONAL ALL DIMENSIONS MARKED 4. 6.C.SHALL MAINTAIN ALL EXITS,EXIT LIGHTING,FIRE PROTECTION DISCREPANGIES SHALL BE BORNE BY THE CONTRACTOR.'GLEAR'SHALL DEVICES AND ALARMS IN ACCORDANCE WITH ALL APPLICABLE BE MAINTAINED AND SHALL ALLOW FOR THICKNE55 OF ALL FINISHES 3 2 1 CODES AND ORDINANCES FOR THE ENTIRE DURATION OF THE INCLUDING CARPET,PAD,CERAMIC TILE,V.G.T.,ETC. WORK. 5. CONTRACTOR SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR 0 JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS:AND THAT THE CONTRACTOR SHALL DEFEND:INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT HARMLF55 FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE J PERFORMANCE OF WORK ON THI5 PROJECT. 4. ALL COSTS FOR IN5PEGTIONS,TE575 AND BUILDING PERMI75 SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE IN THE 5PECIFIGA7IONS. r , 3. THE CONTRACTOR TO INCLUDE 0057 FOR ALL REQUIRED SITE STAKING. 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION AS PER LOCAL A JURISDICTION. '7. SEPARATE PERMITS REQUIRED FOR PEDESTRIAN PROTECTION,DEMOLITION, � PLUMBING,ELECTRICAL,MECHANICAL WORK,HEALTH DEPARTMENT,AND AS REQUIRED BY THE LOCAL GOVERNING AGENCIES. m LL b. THE GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT Q r ♦♦ , SHALL BE NOTIFIED BY THE CONTRACTOR AND OWNER THAT GRADING 15 V TO COMMENCE AND MAKE ALL NECESSARY ARRANGEMENT FOR FIELD ROOAI _♦� = ❑ INSPECTOR. � TRAVEL DISTANCE TO EXIT '12'-0" Q - ---------- - 9. SIGN CONTRACTOR SHALL ACQUIRE SEPARATE BUILDING DEPARTMENT N ♦ PERMITS FOR INSTALLATION OF ALL EXTERIOR BUILDING SIGNS AS ♦ EXITING NOTES REQUIRED BY CODE. - ♦♦♦♦ El10. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2 - ♦ TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ♦ I. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE Q UTILITIES OR STRUCTURES AT THE SITE.IT SHALL BE THE CONTRACTOR'S ♦ ❑ Ll USE OF E KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ♦ RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES ® ♦♦ I PROVIDE SELF-RELEASING LOCKING DEVICES ON EXIT DOORS. CONCERNED BEFORE STARTING WORK. ♦ 2. A SIGN THAT READS"THIS DOOR TO REMAIN UNLOCKED DURING Tb 5F. I II. THE CONTRACTOR SHALL LOCATE ALL UTILITY CONNECTIONS WITHIN 3'-0" BUSINESS HOURS"WITH A MINIMUM ONE(I)INCH LETTERS SHALL BE OF THE BUILDING LINE,PROTECT UNTIL ALL CONNECTIONS AND TESTING PROVIDED BY G.G.ADJACENT TO EXIT DOOR(FRONT ENTRANCE). ARE COMPLETED.CONTRACTOR SHALL TAG ALL CONNECTION LOCATIONS ♦ I 3. "EXIT"SIGNS SHALL BE IN BLOCK LETTERS,A MINIMUM OF SIX(b) WHERE FINISH SURFACES ARE PERMANENT.(I.E.CONCRETE,A.G.PAVING F. ♦♦ I INGHE5 HIGH WITH A STROKE OF NOT LE55 THAN 5/4 INCH. ETC) ♦♦♦ `\ LUMINANCE ON FAGS OF SIGN SHALL BE 50 LUX. 12. ALL WORK SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE ♦ 4. "EXIT"SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND STATE AND THE ENERGY RESOURCES CONSERVATION AND DEVELOPMENT ♦♦♦ \ ENERGIZED FROM SEPARATE CIRCUITS. SHOW ON ELECTRICAL COMMISSION REGULATIONS,AND THE AMERICANS WITH DISABILITIES ACT 1♦ PLAN(S). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE (A.D.AJ REQUIREMENTS. ♦♦ EMERGENCY LIGHTING SYSTEM. 15. THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR 5. STORAGE,DISPENSING,OR USE OF ANY FLAMMABLE OR CONSTRUCTION WATER.DUST SHALL BE CONTROLLED BY WATERING A5 COMBUSTIBLE LIQUIDS,FLAMMABLE GASES,AND HAZARDOUS REQUIRED. ♦♦ CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE 14. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON THE ♦♦ REQUIREMENTS. DRAWINGS.DO NOT SCALE THE DRAWINGS. L I ♦♦♦ J b. HIGH PILE STORAGE AREA 15 ZERO(0)S.F. IB. NO FLOORS TO BE POURED UNTIL ALL ELECTRICAL AND MECHANICAL ♦ I '1. A SIGN THAT READS"DO NOT STORE ABOVE THIS LINE"WITH INSTALLATIONS HAVE BEEN APPROVED BY GOVERNING AGENCIES. ♦♦ I MINIMUM OF FOUR(4)INCH LETTERS SHALL BE PROVIDED IN STOCK 16, TROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS SHOWING ♦♦ �p ROO OWM LOCATED 15"BELOW LINE OF LOWEST SPRINKLER HEADS WHEREVER CONCRETE FLOOR 15 EXPOSED. B (SH LINE). CONTRACTOR TO PROVIDE MINIMUM GR17FRIA FOR FLOOR FLATNESS AND ♦j ------------ - 1 FLOOR LEVEL. ♦j I 11.1. SLAB OVERALL VALUE FF 25/FL20. 1-1.2. MINIMUM LOCAL VALUE FFI'UFLI5. ♦♦ I T S. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE POURING ADJACENT CONCRETE SLABS OR ASPHALTIC CONCRETE PAVING. ♦♦♦♦♦ f� KEY NOTES CONCRETE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY STOCKROOM® ♦♦ ❑ IJ SPLASHING OF FRESH CONCRETE.I lii/M\ ♦♦ PROVIDE PORTABLE FIRE EXTINGUISHERS PER NFPA-10,2-A: 19. ALL COMBUSTIBLES CONSISTING OF BOXES,SCRAP LUMBER,ETC.,ON THE 10-5:0 RATED MINIMIJM,TO BE LOCATED ON EACH FLOOR AT+46" CONSTRUCTION SITE SHALL BE GLEANED UP AND DISPOSED OF IN AN 548 S.F. i - ♦♦♦ 2 A.F.F. ONE FOR EACH 3p00 S.F.OF FLOOR AREA AND NOT APPROVED MANNER ON A DAILY BASIS. ♦ FARTHER THAN TRAVEL DISTANCE OF'I5'APART WITH A RATING 20.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS,NAILS, I ♦ I NOT LESS THAN 2-A. TRAVEL DISTANCE 15 30'IN AREAS FRAMING CLIPS,WASHERS,PLATES,HANGERS,ETC.,FOR A COMPLETE I ♦ I x HAVING FLAMMABLE LIQUIDS. THE NUMBER,TYPES AND IN WHETHER OR NOT SPECIFIED OR INDICATED ON THE PLANS. I I 3 LOGATION OF FIRE EXTINGUISHERS WILL BE DETERMINED BY THE 21.M CONTRACTOR TO VERIFY THAT ROOF ELEVATIONS SHOWN ON PLANS L_ p R CONSTRUCTION IS COMPLETED BUT PRIOR PROVIDE POSITIVE ROOF DRAINAGE AND THAT THEY CONFORM TO FIRE MARSHAL AFTER,♦♦ . - TO OCCUPANCY. MINIMUM DRAINAGE STANDARDS PRIOR TO ROOFING. 22.HIGH PILE STORAGE I5 SHOWN WITHOUT IN RACK SPRINKLER SYSTEM. F i ♦♦♦ .� '� ❑2 LOCATION OF TACTILE EXIT SIGN. 25.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL TRADE WORK TO THE ARCHITECT FOR REVIEW,AND ALSO FOR ITEMS GALLED OUT w I �M` ♦♦ EGRESS STATEMENT-A SIGN READING:"THIS/THESE DOOR(S)TO AS"OR EQUAL AND IN ACCORDANCE WITH THE PROJECT MANUAL. o I i REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED"SHALL BE 24.THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF DRAWIN65 AT ♦ I THE JOB SITE FOR USE IN MAKING"RECORD DRAWINGS." ANY REVISIONS _ ♦ VERIFY THAT ELEVATION PERMANENTLY APPLIED TO INSIDE FACE OF NE INC EGRE55 I ♦ � SHALL BE NOTED THEREON AND SUBMITTED TO THE ARCHITECT AT THE ♦ AT GRADE IS THE SAME DOORS,PER BUILDING CODE. PROVIDE I"(ONE INCH)TALL, <I ♦ � N I ♦ . INTERIOR AND EXTERIOR 'WHITE' COMPLETION OF THE JOB PER THE PROJECT MANUAL. PROVIDE A COPY VINYL,REVERSE DIE GUT LETTERS APPLIED TO INSIDE FOR THE OWNER PER CONSTRUCTION DOCUMENTS. o ♦♦ AT ALL EXITS 4 GLA55 FACE OF STOREFRONT DOORS,AND I"(ONE INCH)TALL, 25.THE CONTRACTOR SHALL INFORM THE FIRE DEPT.OF THE REQUIRED FINAL I ♦ $d..�.�s . THRESHOLDS SHALL BE 'BLACK'VINYL,DIE OUT LETTERS APPLIED TO INTERIOR FACE OF ♦ I^ INSPECTION AND SCHEDULE SUCH INSPECTION. �'I ♦ ACCESSIBILITY COMPLIANT HOLLOW METAL DOORS. ♦ 111 _-J 26.THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTED AND ♦♦♦ 5,648 5T }may �• ❑4 KNOX BOX AS REQUIRED BY LOCAL FIRE MARSHALL. FINISHED IN EVERY PART IN A GOOD AND SUBSTANTIAL MANNER IN - - - ♦♦ ACCORDANCE WITH THE DRAWINGS AND SPEGY LAA,BUT AH THE FULL iYpfJ��LJIa�� ♦ (��.\\ INTENT OF THE SAME. ANY WORK REQUIRED BY LAW,BUT WHICH MAY NOT ♦ (� - l� J BE SPECIFICALLY MENTIONED BY LAW,SHALL BE DONE BY CONTRACTORS IN ACCORDANCE WITH THE LAWS OF THE COUNTY, DISTRICT,OR STATE ♦♦♦ �� .• UNDER WHICH JURISDICTION MAY COME AND COST SHALL BE BORNE BY CONTRACTORS. ANY SUCH WORK SHALL BE DONE IN CONFORMANCE WITH ♦♦ O THE PLAN;BOTH AS TO MANNER AND APPEARANCE. ALL WORK SHALL BE I ♦♦ �� DONE IN ACCORDANCE WITH THE LOCAL GOVERNING AGENGIE5. ♦ 2'!.THE OWNER AND/OR ARCHITECT RESERVE THE RIGHT TO HAVE TESTS MADE WHEN DEEMED NECESSARY. SHOULD THE ARGHITEGT ORDER ♦d SPECIAL TESTING OR INSPECTION OF A QUESTIONABLE PART OF THE G WORK WHICH REVEALS DEFECTS NOT IN CONFORMITY WITH THE CONTRACT I O ♦ DOCUMENTS,THE GON RA'TOR SHALL PAY THE COST OF SUCH SPECIAL O TESTING OR INSPECTIONS INCLUDING THE ARCHITECTS EXTRA SERVICES ♦♦♦�;9� MADE NECESSARY THEREBY. OTHERWISE THE OWNER SHALL BEAR SUCH ♦ COST. I ♦♦j�, 25.TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS 44, BY A COMPETENT,INDEPENDENT TESTING LABORATORY.ANY MATERIAL ♦♦♦♦.y.� FOUND DEFECTIVE OR NOT IN CONFORMITY WITH SPECIFICATION STANDARDS SHALL BE PROMPTLY REPLACED OR REPAIRED AT THE EXPENSE OF THE CONTRACTOR.SAMPLES REQUIRED FOR TESTING WILL BE ♦ FURNISHED BY THE CONTRACTOR AND SELECTED AS DIRECTED BY THE �• ♦♦♦ ARGHITEGT. ♦♦ 21 GENERAL CONTRACTOR SHALL SIGN AND SUBMIT TO THE DEPARTMENT OF ♦♦ BUILDING AND SAFETY A"CERTIFICATE OF COMPLIANCE"STATING THAT ♦♦ THE WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ♦♦ ACCORDING TO THE PLANS AND SPECIFIGA7ION5 AFFECTING NON- ♦ RE5IDENTIAL ENERGY. ♦j 30.CONTRACTOR TO PROVIDE PARKING SPACES ON SITE FOR BUILDING • ♦ OFFICIALS ARGHITECT5,ETC.THE VEHICULAR ACCESS MUST BE PROVIDED ♦j♦ --J AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 31. AFTER INSTALLING WALL,CEILING,OR FLOOR INSULATION,THE INSTALLER 1 --- .� ♦♦♦♦ SHALL P05T IN A GON5PIG000S LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION CONFORMS WITH THE PLANS AND REQUIREMENTS OF THE PROJECT co .� ♦♦ SPECIFICATIONS THE CERTIFICATE SHALL ALSO STATE THE U-1 . MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION AND THE IN5TALLED R-VALUE. r .• ♦♦♦ 52.CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY . ♦♦ PLUMBING,AIR CONDITIONING,SIGNAGE AND OTHER INSTALLERS AS . ♦♦ REQUIRED BY CODE. I ♦ 55.ANY DAMAGE BY 6.0.OR 5UB-GON7RACTOR TO EXISTING ASPHALTIC I I ♦♦ PAVEMENT,EXISTING LANDSCAPING OR ADJACENT TENANT'S BUILDINGS Lu _ I ♦♦ SHALL BE REPAIRED BY G.G.AT NO COST TO DEVELOPER OR TENANT. Z ® ♦ 54.CONTRACTOR TO INSPECT&VERIFY CONDITIONS OF SITE PRIOR TO a TT SF I 1 ♦♦ CONSTRUCTION 8 NOTIFY ARCHITECT OF ANY 1:1I51-REPANCIE5 BETWEEN I .� ♦♦ EXISTING CONDITIONS 8 SCOPE OF WORK DESCRIBED IN THESE PLANS B LL Q ♦♦ SPECIFICATIONS. Z ♦♦ 55.THE G.G.SHALL INCLUDE IN THE BID,THE HIGHEST QUALITY AND GREATEST ♦♦ QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE U ci- O ♦♦ CONSTRUCTION DOCUMENTS,WHICH ARE IMPLIED OR UNDEFINED. Y ..� ♦♦♦ 56.ALL SAW GUTTING AND GORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE OWNER'S REPRESENTATIVE AND STRUCTURAL ENGINEER PRIOR TO TS S.F. ♦♦ GUTTING/GORING. • ♦♦ 3T.CONTRACTOR TO BE RE5PONSIBLE FOR LOSS OR DAMAGE OF ITEMS CJ -- .• ♦♦♦ NOTED ON PLAN5,WHETHER IN CONTRACT OR NOT IN CONTRACT,ONCE 2. ♦♦ DELIVERED TO SITE. ABf8 raFr IrL � ® � ♦� ® \� Oq 5.F, ♦_n � I I L 2 ♦♦♦♦ J - �. ♦ _ PROVIDE PANIC,FUSH PAD,OR LEVER THAT E6RES55vgvTH ACTIVATES LOCK IN SINGLE MOTION. Z aEGRESS PLAN SCALE: 1/4'-T-0' CL 3 N Q W G004 31110-SUMMARYOFWORK 01500 TEMPORARY FACILITIES AND CONTROLS 1.PROJECT CONSISTS OF THE GENERAL CONSTRUCTION OF A TENANT VACANT LEASE SPACE AND RELATED WORK LOCATED@ LYNNFIELD,MA 3.CONTRACTOR IS RESPONSIBLE FOR LIFE SAFETY EQUIPMENT REQUIRED BY AUTHORITIES 01770 CLOSEOUT PROCEDURES 03300 CAST-IN-PLACE CONCRETE COORDINATE WORK WITH EQUIPMENT,FURNISHINGS,AND SYSTEMS PROVIDED BY THE OWNER. HAVING JURISDICTION. MPLY WITH BUILDING OWNER'S RULES FOR CONDUCTAND USE OF THE BUILDING AND SITE PROVIDED UNDER SEPARATE COVER. 4.DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION,EXISTING EXIT SIGNS,EXIT 1. EN CONTRACTOR CONSIDERS THE WORK IS SUBSTANTIALLY COMPLETE,HE SHALL SUBMIT TO ARCHITECT A 1.PROVIDE CAST-IN-PLACE CONCRETE,INCLUDING REINFORCEMENT,CONCRETE MATERIALS,MIXTURE DESIGN, TE 'DO NOT STARTWORK UNTIL OWNERS WRITTEN NOTICE TO PROCEED HAS BEEN RECEIVED AND CONTRACTOR HAS FURNISHED THE LIGHTING,FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. WRIT COMPLETION NOTICE THAT THE WORK IS SUBSTANTIALLY COMPLETE,ALONG WITH A LIST OF ITEMS TO PLACEMENT PROCEDURES,AND FINISHES,FOR CONCRET FOOTINGS,BRADE BEAMS,AND SLABS-ON-GRADE. 05500 METAL FABRICATIONS RE UIRED INSURANCE CERTIFICATES.WORK UNDERTAKEN PRIOR TO THE NOTICE TO PROCEED IS AT CONTRACTORS OWN RISK;OWNER'S 5.MAINTAIN REQUIRED EXITS AND EXIT EGRESS FREE FROM ALL OBSTRUCTIONS AND BE COMPLETED OR CORRECTED. 2.STEEL REINFORCEMENT ASTM A 61 5/A 615M,GRADE 60(GRADE 420),DEFORMED. f2 R 2 CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER PUNCH LIST ITEMS HAVE BEEN CORRECTED,FINAL CLEANING 3.PLAIN-STEEL WELDED WIRE FABRIC:ASTM A 185,FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT 1 METAL SURFACES,GENERAL PROVIDE MATERIALS WITH SMOOTH,FLAT SURFACES WITHOUT BLEMISHES. w EPRESE TATIVE MUST BE NOTIFIED PRIOR TO COMMENCING WORK. IMPE IMENTS. SHEETS A COORDINATE DELIVERY OF MATERIALS WITH BUILDING OWNER'S REPRESENTATIVE. 6.CLEAN P EMISES WITHIN CONSTRUCTION LIMITS AND ALONG ACCESS ROUTES DAILY, PERFORMED,AND FINAL SUBMITTALS HAVE BEEN RECEIVED AND APPROVED,INCLUDING MAINTENANCE AND 2 STEEL PLATES,SHAPES,AND BARS:ASTM A 361A36M. T INC UDING COMMON AREAS.COORDINATE PROGRESS CLEANING FOR JOINT-USE AREAS WHERE WARRANTY MANUALS,RELEASE OF LIENS,AND RECORD DRAWINGS TO ARCHITECT,AND FINAL APPLICATION FOR 4.REINFORCING ACCESSORIES: 3 STAINLESS STEEL BARS AND SHAPES:ASTM A 276,TYPE 34. B CONTRACTOR IS RESTRICTED FROM USE OF MATERIALS EMITTING NOXIOUS FUMES WITHOUT ALTERNATIVE VENTILATION AND L P ERMISSION FROM BUILDING OWNER'S REPRESENTATIVE IN EACH INSTANCE SHOWING COMPLIANCE WITH MSDS AND OTHER SAFETY MORE THAN ONE INSTALLER HAS WORKED.ENFORCE REQUIREMENTS STRICTLY.DISPOSE OF PAYMENT.A CHITECT WI L PREPARE ANY NECESSARY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF A.TIE WIRE TIE WIRE SHALL BE ANNEALED STEEL TIE WIRE,MINIMUM 16 GAUGE.PROVIDE ONLY PLASTIC 4.STEELTUBING COLD-FORMED STEEL TUBING COMPLYING WITH ASTM A 500. cp P RECAUTIONS. MAT RIALS LAWFULLY. THE PROJECT BASED ON THE CONTRACTOR'S FINAL SUBMITTALS. COATED OR STAINLESS STEEL TIE WIRE IN EXPOSED CONCRETE STRUCTURES AND ALL ARCHITECTURAL 5.STEELPIPE ASTM A 53,STANDARD WEIGHT(SCHEDULE 40),UNLESS ANOTHER WEIGHT IS INDICATED OR ir G.COORDINATE ACCESS 0 ADJACENT SPACES DURING CONSTRUCTION WITH BUILDING OWNER'S REPRESENTATIVE. A.KEEP INSTALLED WORK CLEAN. 3."EXISTING TO REMAIN","EXISTING TO BE RELOCATED",AND/011 NEW ITEMS INSTALLED BY THE CONTRACTOR,IN CONCRETE REQUIRED BY STRUCTURAL LOADS. 4.CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH WORK PROVIDED UNDER OTHER CONTRACTS.SEPARATE CONTRACTS B�C NCEALED SPACES REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION,SHALL BE THOROUGHLY SB.BAR SUPPORTS CRSI CLASS 1 PLASTIC-PROTECTED OR CRSI CLASS 2 STAINLESS-STEEL BAR SUPPORTS WITH 6.ALUMINUM EXTRUSIONS ASTM B 221(ASTM B 221M),ALLOY 363-T6. L W LL INCLUDE,BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING THE PACE. CLEANE TO THE SATISFACTION OF ARCHITECT PRIOR TO BEING TURNED OVER TO THE OWNER. AND PLATES. 7.SHEAR AND PUNCH METALS CLEANLY AND AC URATELY.REMOVEBURRS. Al FIXTURES,FURNISHINGS AND EQUIPMENT. C.REMOVE ALL RUBBISH AND WASTE MATERIALS FROM THE PREMISES ON AT LEAST A WEEKLY 4 RECORIDDRAWINGS SUBMITONESET F RECORD DRAWINGS MAINTAINED AT THE PROJECT FIELD OFFICE, .C NCRETE MATERIALS 8 WELD CORNERS AND SEAMS CONTINUOUSLY.USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND B.INDEPENDENTHVA BALANCING,TESTING AND ADJUSTING. BASIS,AND PROVIDE LEGAL DISPOSAL. MARKE TO ACCURATELY SHOW ALL CHANGES TO THE CONTRACT DOCUMENTS,INCLUDING HORIZONTAL A.PO TLANDGEMENT ASTMC150,TYPELII. DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS. STAIN FUSION WITHOUT UNDERCUT OR C.SECURITY,DATA,ACND CO MUNICATION CABLING AND EQUIPMENT. LO ATIONS AND VERTICAL DEPTHS OF SERVICES,UTILITIES AND OTHER IMPROVEMENTS;LOCATION OF INTERNAL B.NORMAL-WEIGHT AGGREGATE ASTM C 33,UNIFORMLY GRADED,AND 314-INCH MAXIMUM AGGREAGTE SIZE. OVERLAP.REMOVE WELDING FLUX IMMEDIATELY.FINISH EXPOSED WELDS SMOOTH AND BLENDED. D.OTHER NIG(NOT-IN-CONTRACT)WORK. 01600 PRODUCT REQUIREMENTS S RVICES AND APPURTENANCES CONCEALED IN CONSTRUCTION REFERENCED TO VISIBLE FEATURES OF 9.MISCELLANEOUS FRAMING AND SUPPORTS FABRICATESTEEL FRAMING AND SUPPORTS THAT ARE NOT APART 5.CONTRACTOR SHALL HAVE FULL USE OF PREMISES WITHIN CONSTRUCTION LIMITS FOR CONSTRUCTION OPERATIONS.CONTRACTORS USE CONSTRUCTION:AND OTHER FIELD CHANGES NOT ON ORIGINAL CONTRACT DOCUMENTS. OF STRUCTURAL STEEL FRAMEWORK AS NECESSARY TO COMPLETE THE WORK.CUT,DRILL,AND TAP UNITS TO OF PREM SES IS LIMITED ONLY BY OWNER' RIGHT TO PERFORM WORK 0 TO RETAIN OTHER CONTRACTORS ON PORTIONS OF THE PROJECT. 1.MANUFACTURER'S NAME,TRADEMARK,LOGOS,ETC.,SHALL NOT BE VISIBLE TO THE PUBLIC. C.WATER'P TABLE AND COMPLYING WITH ASTM G 94. RECEIVE HARDWARE,HANGERS,AND SIMILAR ITEMS. 0 A.WHERE IT IS NECESSARY FOR THE CONTRACTOR TO USE PORTIONS OF EXISTING GROUNDS FOR OPERATIONS,SUCH USE SHALL BE 2.COMPATIBILITY OF OPTIONS'IF CONTRACTOR IS GIVEN OPTION F SELECTING BETWEEN TWO D GENERAL ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN 0.05 PERCENT 1G.FINISH METAL FABRICATIONS AFTER ASSEMBLY.COMPLY WITH NAAMM"METAL FINISHES MANUAL FOR STRICTLYI ACCORDANCE WITH REQUIREMENTS AND APPROVAL OF THE BUILDING OWNERS REPRESENTATIVE.CONTRACTORSHALL OR MORE PRODUCTS FOR USE ON PROJECT,PRODUCT SELECTED SHALL BE COMPATIBLE WITH WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENT TIOUS MATERIAL AND TO BE COMPATIBLE WITH OTHER ARCHITECTURAL AND METAL PRODUCTS"FOR RECOMMENDATIONS FOR APPLYING AND DESIGNATING FINISHES. PROVIDE PROPER AND SAFE ACCESS TO THE BUILDING OWNER OCCUPIED AREAS AT ALL TIMES. PRODUCTS PREVIOUSLY SELECTED,EVEN IF PREVIOUSLY SELECTED PRODUCTS WERE ALSO A MIXTURES AND CEMENTITIOUS MATERIALS.DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. SHOP PRIME FERROUS METAL ITEMS NOT INDICATED TO BE GALVANIZED. 8 U NLESS OTHERWISE INDICATED OR SPECIFIED,OR UNLESS OTHERW SE DIRECTED BY BUILDING OWNERS REPRESENTATIVE;PAVING, OPTIONS. 02261 TRENCH SAFETY l.AIR-ENT ININGADMIXTURE ASTMC260. WAL DRI EWAY APRONS,CURBS,WATER,GAS,LIGHTING,POWER AND TELEPHONE CONDUITS AND WIRES,SEWER LINES,AND OTHER 3.PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES,TRIM FINISH,FASTENERS,AND OTHER 2.WATER-REDUCING ADMIXTURE:ASTM C 494,TYPE A. KS V IT MS NEEDED FOR A COMPLETE INSTALLATION FOR THE INDICATED USE AND EFFECT. 1.PROVIDE TRENCH SAFETY TO ENDEAVOR TO ENSURE THE SAFETY OF CONTRACTORS EMPLOYEES WORKING IN 3 HIGH-RANGE,WATER-REDUCING ADMIXTURE:ASTM C 494,TYPE F. SURFACE AND SUBSURF CE STRUCTURES AND LINES SHALL BE MAINTAINED BY CONTRACTOR AND SHALL NOT BE DISTURBED, DISCONNEC ED OR DAMAGED BY HIM DURING PROGRESS OF WORK;SHOULD CONTRACTOR IN PERFORMANCE OF WORK DISTURB, 4 PROVIDE STANDARD PRODUCTS IF AVAILABLE,AND UNLESS GUSTO PRODUCTS OR NON AND AROUND TRENCHES AND OTHER EXCAVATIONS IN ACCORDANCE WITH CURRENT OSHA STANDARDS AND IN 4 WATER-EDUCING AND ACCELERATING ADMIXTURE:ASTM C 494,TYPE E. DISCONNECT OR DAMAGE ANY OF ABOVE,EXPENSES ARISING FROM DISTURBANCE OR IN REPLACING OR REPAIR SHALL BE BORNE BY S NDARD OPTIONS ARE SPECIFIED,PROVIDE STANDARD PRODUCTS OF THE TYPES THAT PARTICULAR 29 CFR PART 1926,SUBPART P,WITH LATEST AMENDMENTS,AND REQUIREMENTS OF THE 5.WATER-REDUCIN AND RETARDING ADMIXTURE:ASTMC494,TYPED. 1.PROVIDE WOOD NAILERS AND BLOCKING FOR SUPPORT OR ATTACHMENT OF OTHER WORK CONTRACTOR HAVE EEN PRODUCED AND USED SUCCESSFULLY IN SIMILAR SITUATIONS ON OTHER PROJECTS. UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT,TEXAS REVISED CIVIL STATUTES ANNOTATED, E.UNDERSLA VAPORRETARDER POLYOLEFIN OR POLYETHYLENE SHEET COMPLYING WITH ASTM D 4397 AND INCLUD NG ROOFTOP EQUIPMENT CURBS AND SUPPORT BASES,CANT STRIPS,BUCKS,NAILERS, S.CONTRA TOR SHALL 5.THE NER RESERVES THE RIGHT TO L MIT SELECTION TO PRODUCTS WITH WARRANTIES NOT IN ART.9033(VERNON 1997).FOR EXCAVATIONS DEEPER THAN FIVE(5)FEET,CONTRACTOR SHALL PROVIDE ONE OF RESISTANT TO DETERI RATION WHEN TESTED ACCORDING TO ASTM E 154;AND AS FOLLOWS BLOCKING,FURRING,GROUNDS,STRIPPING AND SIMILAR MEMBERS.PROVIDE MEMBERS OF SIZES A.NOT UNREASONABLY ENCUMBER SITE WITH MATERIALS AND EQUIPMENT. CONFLICTWI H REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE FOLLOWING METHODS,AS SPECIFIED AND INDICATED,OR AN OWNERAPPROVED ALTERNATIVE METHOD 1.NORMAL FLOORS:ASTM E 1745,CLASS C OR BETTER;WITH MAXIMUM WATERVAPOR PERMEA APPROPRIATE FOR LOADS,SECURE FASTENING,AND OTHER CONDITIONS SHOWN.PROVIDE FULL NCE OF 0.04 NOT LESS THAN 314 INCH B.NOTLOA STRUCTURE WITH WEIGHT T AT WILL ENDANGER STRUCTURE. 6.WHERE PRODUCTS ARE ACCOMPANIED BY THE TERM"AS SELECTED',ARCHITECT WILL MAKE DES IGNEDANDSEA ED BYA REGISTERED PROFESSIONAL ENGINEER(STATE OF TEXAS). PERMS WHEN TESTED IN ACCORDANCE WITH ASTM E96;AND NOT LESS THAN 10 MILS THICK IN ACCORDANCE HEIGHT FIRE R TARDANT TREATED WOOD BLOCKING BEHIND SHELF SUPPORT STANDARDS. C.ASSUME ULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF STORED PRODUCTS. S ELECTI N. A.LAY BACK THE SIDES OF THE EXCAVATION. WITH ACI 302,lR.96;"STEGO WRAP 10"BY STEGO INDUSTRIES(TEL)877464-7834,"GRIFFOLYN T_M"BY REEF 2.MOISTURE CONTENT 19 PERCENT MAXIMUM FOR LUMBER ITEMS,INCLUDING ITEMS TO RECEIVE D.MOVES ORED PRODUCTS THAT INTERFERE WITH OPERATIONS OF BUILDING OWNER AND OTHER CONTRACTORS. TWH RE PRODUCTS ARE ACCOMPANIED BY THE TERM"MATCH SAMPLE",SAMPLE IS B.PROVIDE SHEETING AND SHORING TO HOLD THE WA LS OF THE EXCAVATION IN PLACE. INDUSTRIES,OR'RUFCO D16WB'OR'VAPORBLOCK 10'BY RAVEN INDUSTRIES,OR-VAPOR-MAT 10-By W.R. WOOD PRESERVATIVE TREATMENT OR FIRE RETARDANT TREATM NT. E.OBTAIN AND PAY FOR USE OF ADDIT ONAL STORAGE LAND WORK AREAS NEEDED FOR OPERATIONS. ARCHITECTS. C.USE A TRENCHING BOX MEETING OR EXCEEDING PROTECTION PROVIDED BY THE SHEETING AND SHORING ME DOWS.PROVIDE COMPLETE WITH MANUFACTURERS RECOMMENDED SEAMING TAPE. 3.GRADE STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE F.Go PERATE AND COORDINATE CONTRACTOR'S WORK AND SUBCONTRACTORS WORK WITH OTHER WORK UNDER SEPARATE CONTRACTS, 8 DESCRIPTIVE,PERFORMANCE,AND REFERENCE STANDARD REQUIREMENTS IN THE SYSTEM. 1 F.CURING MATERIALS LUMBER AS REQUIRED.NO.3 COMMON OR STANDARD GRADE BOARDS PER SPIB,WCUB OR INCLUDING ACCESS TO THE WORK. SPECIFICATIONS ESTABLISH"SALIENT CHARACTERISTICS'OF PRODUCTS. D.WHERE CONTRACTOR DESIRES TO USE AN ALTERNATIVE METHOD FROM THOSE SPECIFIED,SUBMIT AN .EVAPORATION RETARDER WATERBORNE,MONOMOLECULAR FILM FORMING,MANUFACTURED FOR WWPARUL S APPLICABLE TO AGENCY UNDER WHICH LUMBER IS GRADED. TUSEOFSITE Ll IT USE OF PREMISES TO WORK IN AREAS WITHIN THE CONTRACT LIMITS INDICATED.DO NOT DISTURB PORTIONS OF 9.VERIFY PRIOR TO BIDDING THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR ENGINEERING DESIGN FOR THE ALTERNATIVE METHOD SEALED BY A REGISTERED PROFESSIONAL ENGINEER APPLICATION TO FRESH CONCRETE. 4.PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROJECT ITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. INSTALLATION TO ASSURE COMPLETION OF THE PROJECT WITHIN THE TIME REQUIRED BY THE (STATE OF TEXAS)FOR APPROVAL BY OWNER.OWNERS A PROVAL SHAUL BE PERMISSION TO EVIATE FROM THE 2.ABSORPTIVE COVER:AASHTO M 182,CLASS 2,BURLAP CLOTH MADE FROM JUTE OR KENAF,WEIGHING PROVIDEFIRE-ETARDANT TREATED PLYWOOD PANELS WITH GRADE DESIGNATION,APA C-D a OW ER RESERVES RIGHT TO USE AND OCCUPY IN WHOLE OR ANY PART OF THE IMPROVEMEN S THAT HAVE BEEN COMPLETED GO TRACT DOCUMENTS. SPECIFICATIONS ONLY AND SHALL NOT BE CONSTRUED IN ANYWAY TO MEAN APPROVAL OF THE SPECIFIC APPROXI MATELY 9 OZ.ISQ.YD.(305 GISQ.M)DRY. PLUGGED-EXT WITH EXTERIOR GLUE,IN THICKNESS INDICATED,OR,IF NOT OTHERWISE INDICATED, S 10.COST FOR DELAYS DUE TO UNTIMELY ORDERING,INCLUDING COST OF ARCHITECTS DESIGN,MEANS OR METHODS OF CONSTRUCTION.CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR SYSTEM 3.MOISTURE-RETAINING COVER:ASTM C 171,POLYETHYLENE FILM ORWHITE BURLAP-POLYETHYLENE SHEET. C2(LUMBER)AND AWPA C9(PLYWOOD). UFFICIENTLYT PERMIT USE AND OCCUPANCY WITHOUT DELAYING CONTRACTOR' WORK USE AND OCCUPANCY BY OWNER SHALL NOT, 'e- H CLAIM WHICH OWNER MAY HAVE AGAINST CONTRACTOR ADDITIONAL SERVICE FOR RESELECTION OF MATERIALS BY ARCHITECT,IS CONTRACTOR'S DESIGN HE USES,INCLUDING OPTIONS INDICATED AND SPECIFIED. 4.WATER POTABLE, SOWEVER,BECO STRUED AS AN ACCEPTANCE OF WORK OF ANY PART,AND AN RESPONSIBILITY. 5.CLEAR,WATERBORNE,MEMBRANE CURING COMPOUND(CONCRETE INDICATED TO RECEIVE COATINGS AND 5.FIRE-RETARDANT TREATMENT WHERE FIRE-RETARDANT TREATED WOOD IS REQUIRED BY H LL NOT BE DEEMED TO HAVE BEEN WAIVED BY OCCUPANCY.REFER TO GENERAL CONDITIONS FOR SUBSTANTIAL COMPLETION REQUIREMENTS. 0 HER DIRECT APPLIED FINISHES):ASTM C309,TYPE 1,CLASS B,18 TO 25 PERCENT SOLIDS,NON-DISSIPATING, CONSTRUCTION TYPE,PRESSURE IMPREGNATE LUMBER AND PLYWOOD WITH FIRE-RETARDANT 9.THIS PROJE T INCORPORATES MATERIALS AND CONCEPTS AS PART OF THE OWNER'S SUSTAINABLE DESIGN PROGRAM GOALS.TO THE 01601 SUBSTITUTIONS A D CERTIFIED BY CURING COMPOUND MANUFACTURER NOT TO INTERFERE WITH BONDING OF FLOOR CHEMICALS TO COMPLY WITH AWPA C20 AND C27,RESPECTIVELY. EXTENT PRACTICAL,MATERIALS AND EQUIPMENT INCLUDED IN THESE SPECIFICATIONS COMPLY WITH SUSTAINABLE DESIGN PRACTICES. COVERING;"SPARTAN CO E WB 1120 PERCENT"BY BURKE,"DIAMOND CLEAR VOX'BY EUCLID,"DRESS&SEAL WB" ADMIXTURES CONTAINING CALCIUM CHLORIDE. -VOCOMP-20-BY W.R.MEADOWS,"SAFE CURE AND SEAL(J-19)'BY 6.PRESERVATIVE TREATMENT PRESSURE PRESERVATIVE TREAT ALL ROOF CURBS,NAILERS 1 STA TAL,THE CONTRACTOR SHALL ADVISE ARCHITECT,IN WRITING OF ANY SPECIFIED 02300 EARTHWORK DAYTON SUPERIOR,"KURE-N-SEAL'BY SONNEBORN DIV.OF CHEMREX,OR"CURE&SEAL 20DE"BY NOX-CRETE 1.A R-ENTRAINING ADMIXTURE A TM C 260. 0.PROVIDE IN ILLATION OF OWNER FURNISHED ITEMS INDICATED TO BE INSTALLED BY CONTRACTOR. 1.AT THE TIME OF BID SUBMIT B L&M CONSTRUCTION CHEMICALS,INC., M TERIAL OR EQUIPMENT THAT IS EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF 1.PREPARE SUBGRADES FOR SLABS-ON-GRADE. PRODUCTS. AND BLOCKING WITH EXTERIOR EXPOSURE AND EXTERIOR ITEMSIN CONTACT WITH CONCRETE CONSTRUCTION. 2 DE TIERING TO PROTECT EXCAVATED SUBGRADES. 6 C NCRETE SEALER(INTERIOR EXPOSED SLABS AS INDICATED,AND NOT SCHEDULED TO RECEIVE OTHER OR MASONRY WITH AMMONIACAL,OR AMINE,COPPER QUAT(ACQ)IN ACCORDANCE WITH AWPA 2.AFTER THE CONTRACT HAS BEEN EXECUTED,OWNER AND THE ARCHITECT WILL CONSIDER A FORMAL REQUEST 3m EXCAVATING,BACKFILLING OR FILLING,AND COMPACTION FOR BUILDINGS AND STRUCTURES,INCLUDING FINI'S)HES):SONNEBORN'KURE-NSEAL 30,"OR L&M CONSTRUCTI N CHEMICALS"DRESS AND SEAL 30,"OR C WAT R POTABLE AND COMPLYING WITH ASTM C 94. FO SUBSTITUTION OF PRODUCTS IN PLACE OF THOSE SPECIFIED,ON THE REQUEST FOR SUBSTITUTION FORM FOOTINGS AND FOUNDATIONS,DRILLED PIER FOUNDATIONS,AND MECHANICAL OR ELECTRICAL UTILITY OKON"SEAL&FINISH"APPLIED IN 3 SEPARATE COATS,WITH FINAL COAT APPLIED JUST PRIOR TO FINAL D.GENERAL:ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN 0.05 FROM ED UNDER SEPARATE COVER. STRUCTURES. PROJECT MANAGEMENT AND COORDINATION 3.EACH REQUEST FOR SUBSTITUTION WILL ONLY BE CONSIDERED UNDER THE FOLLOWING CONDITIONS 4.EXCAVATING AND BACKFILLING FOR UTILITY TRENCHES. ACCEPTANCE OF THE WORK P RGENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE A.EACH REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY C NTRACTORS CERTIFICATION THAT: 5.ROUGH AND FINAL GRADING. 7.NON-SHRINK GROUT NON-METALLIC,PRE-MIXED,NON-SHRINK;CORPS OF ENGINEERS CRD-C621;EUCUD"NS COMPATIBLE WITH OTHER ADMIXTURES AND CEMENTITIOUS MATERIALS.DO NOT USE FORWA D COPIES OF EXECUTED PERMITS TO ARCHITECT. (1)CONTRACTOR HAS PERSONALLY INVESTIGATED THE PROPOSED SUBSTITUTE PRODUCT AND DETERMINED 6.DRAINAGE COURSE FOR CAST-IN-PALCE SLABS ON GRADE. GROUT,"MASTER BUILDERS COMPANY"MASTERFLOW 713,"L&M CONSTRUCTION CHEMICALS"CRYSTEX,"SIKA 2.WATER-REDUCING ADMIXTURE:ASTM C 494,TYPE A. 1� 7.MATERIALS "SIKAGROUT 212,"SONNEBORN"SONOGROUT 10K,"STO"NON-SHRINK GROUT CR732,"ORW.R.MEADOWS 3.HIGH-RANGE,WATER-REDUCING ADMIXTURE ASTMC494,TYPEF. 2 SYMBO SAND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSTRUCTION STANDARD.REFER QUESTIONS REGARDING THEIR DEFINITION THAT IT IS EQUAL OR SUPERIOR IN A L RESPECTS TO THAT SPECIFIED; GROUT."REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. AND AS FOLLOWS TOA CHITECT FOR CLARIFICATION. (2)SUBSTITUTE ITEM IS EQUIVALENT OR SUPERIOR TOT AT SPECIFIED IN QUALITY AND DURABILITY,DESIGN, A.SELECT STRUCTURAL FILL(BACKFILL AND FILL FOR BUILDING PAD AND PAVEMENTS):SANDY LEAN CLAY OR 3.ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH,UNLESS NOTED OTHERWISE. APPEARANCE,FUNCTION,FINISH,PERFORMANCE,IS OF SIZE AND WEIGHT THAT WILL PERMIT INSTALLATION IN CLAYEY SAND WITH NOT MORE THAN 70%BY WEIGHT PASSING A NO.200(0.075 MM)SIEVE;HAVING A MAXIM 4 PRO ORTIONING AND DESIGN OF MIXES,GENERAL:PROVIDE CONCRETE OF EACH COMPRESSIVE STRENGTH 4.WATER-REDUCING AND ACCELERATING ADMIXTURE ASTMC494,TYPEE. UM C U SPACES PROVIDED,AND THAT WILL ALLOW ADEQUATE SERVICE ACCESS; LIQUID LIMIT OF 35;A PLASTICITY INDEX OF BETWEEN 8 AND 20;AND FREE OF ROOTS,ORGANIC MATTER,AND LASSIFICATION INDICATED ON THE STRUCT RAIL DRAWINGS,DESIGNED BY EITHER LABORATORY TRIAL BATCH S.WATER-REDUCING AND RETARDING ADMIXTURE:ASTMC494,TYPED. CONSTRUCTION PROGRESS DOCUMENTATION (3)SUBS ITUTE ITEM IS COMPATIBLE WITH OTHER PORTIONS OF THE WORK; DELETERIOUS MATERIAL.ALL BORROW MATERIAL PROPOSED FOR FILL OR BACKFILL SHALL BE LABORATORY METHOD 1)OR F ELD EXPERIENCE METHOD(METHOD 2)ACCORDING TO AGI 211.1 AND ACI 301. F.0 RING MATERIALS (4)SUBSTI UTE ITEM HAS BEEN COORDINATED WITH OTHER PORTIONS OF THE WORK AND DOES NOT REQUIRE TEST D FOR COMPLIANCE WITH REQUIREMENTS AND APPROVED BY ARCHITECT PRIOR TO USE. A EACH CONCRETE MIX DESIGN CLASS SHALL BE PROPORTIONED TO ACHIEVE AN AVERAGE STRENGTH IN E.UNDERSLAB VAPOR RETARDER POLYOUEFIN OR POLYETHYLENE SHEET COMPLYING WITH 1.PRIOR TO FIRST APPLICATION FOR PAYMENT,SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING CHANGES IN DETAILS OF RELATED WORK; 1.DO NOT USE NEAR SURFACE,1.5 FT.TO 2 Fr.EXCAVATED MATERIAL FOR FILL AND BACKFILL BELOW OR E CESS OF THE SPECIFIED STRENGTH IN ACCORDANCE WITH THE STANDARD DEVIATION DEVELOPED FROM ASTM D 4397 AND RESISTANT TO DETERIORATION WHEN TESTED ACCORDING TO ASTM E 154; SEQUENCE AND PHASING OF WORK FROM START TO FINISH OF THE PROJECT. �15 SUBS ITUTE ITEM HAS RECEIVED NE ESSARY APPROVALS FROM AUTHORITIES HAVING JURISDICTION; ADJACENT TO BUILDING PAD OR MIX INTO SUBGRADE. PREVIO S TESTS OR BY 1200 PSI(8.3MPA)IF THE MIX IS PREPARED BY THE TRIAL MIXTURE METHOD. FO APPLICATION TO FRESH CONCRETE 6�SUBSTITUTE ITEM IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND WILL PRODUCE THE INTENDED 2.USE ONLY SELECT STRUCTURAL FILL MATERIAL FOR FILL OR BACKFILL UNDER BUILDING PAD AND WITHIN A B.ALL CONCRETE MUST CONTAIN THE SPECIFIED WATER-REDUCING ADMIXTURE OR 1.NORMAL FLOORS'ASTM E 1745,CLASS G OR BETTER;WITH MAXIMUM WATER VAPOR SUBMITTAL PROCEDURES RESULTS; 1 G-FO (3 M)WIDE ZONE IMMEDIATELY ADJACENT TO BUILDING PAD. WATER-REDUCING-RE RIDING ADMIXTURE AND/OR THE SPECIFIED HIGH-RANGE WATER-REDUCING ADMIXTURE PERMEANCE OF 0.04 PERMS WHEN TESTED IN ACCORDANCE WITH ASTM E96;AND NOT LESS �7 S BSTITUTE ITEM PROVIDES SPECIFIED WARRANTY; 3.DO GOT BLEND SOILS WITH A PLASTICITY INDEX GREATER THAN 20 WITH SANDS TO FORM SELECT STRUCTURAL (SUPERPLASTICIZER) THAN 10 MILS THICK IN ACCORDANCE WITH ACI 302.1 R-96;"STEGO WRAP 10"BY STEGO C.ALL PUMPED CONCRETE,CONCRETE FOR SLABS,SHALL CONTAIN THE SPECIFIED HIGH-RANGE INDUSTRIES(TEL)877-464-7834,"GRIFFOLYN T-85'BY REEF INDUSTRIES,OR"RUFCO D16WB"OR 1.SHOP DRAWINGS,PRODUCT DATA AND SAMPLES 8�COST DATA PRESENTED IS COMPLETE AND INCLUDES ALL RELATED COSTS UNDER THIS CONTRACT EXCEPT THE FILL WATER-REDUCING ADMIXTURE(SUPERPLASTICIZER).CONCRETE FOR INTERIOR SLABS-ON-GRADE SHALL USE 'VAP RBLOCK 10"BY RAVEN INDUSTRIES,OR-VAPOR-MAT 10"BYW R.MEADOWS.PROVIDE A.THE CONTRACTOR SHALL REVIEW,APPROVE AND SUBMIT ALL SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES TO THE ARCHITECT PER ARCHITECTS REDESIGN COSTS; B.DRAINAGE FILL(UNDER SLABS AND SIDEWALKS):CLEAN SAND FILL,FREE OF CLAY,ROCKS,AND ORGANIC THE LARGEST AGGREGATE SIZE PERMISSIBLE FOR PUMPING. C MPLETE WITH MANUFACTURERS RECOMMENDED SEAMING TAPE. PR-APPROVED SCHEDULE ORAT SUCH A SCHEDULE THAT CAN REASONABLY BE RESPON ED TOBY ARCHITECT. (9)CONTRACTOR WAIVE ALL CLAIMS FOR ADDITIONAL COSTS RELATED TO THE SUBSTITUTION WHICH MATTER AND GRADED WITH 0 PERCENT PASSING A NO.200 SIEVE AND 100 PERCENT PASSING A NO.4 SIEVE.DO BURLAP-POLYETHYLENE SHEET. B.BY APPROVING AND SUBMITTING SHOP DRAWINGS,PRODUCT DATA AND SAMPLES,THE CONTRACTOR REPRESENTS THAT HE HAS SUBSEQUENTLY BECOME APPARENT;AND NOT USE SAND BED MORE THAN 2-INCH(50 MM)THICKNESS. 4.WATER:POTABLE. DETERMINED AND VERIFIED ALL MATERIALS,FIELD MEASUREMENTS,AND FIELD CONSTRUCTION CRITERIA RELATED THERETO,ORWILL DO SO, (10)IF REQUESTED SUBSTITUTION INVOLVES MORE THAN ONE CONTRACTOR,OR SUBCONTRACTOR,REQUESTED C.CEMENT STABILIZED SAND BACKFILL MATERIAL(UTILITY AND SERVICE TRENCHES):UNIFORMLY GRADED 1 EV PORATION RETARDER WATERBORNE,MONOMOLECULAR FILM FORMING,MANUFACTURED AND THAT HE HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALWITH THE REQUIREMENTS OF THE S BSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF THE WORK,IS UNIFORM ANDCONSISTENT,IS MIXTURE OF NATURAL OR CRUSHED STONE,CRUSHED SLAG OR NATURAL OR CRUSHED SAND(ASTM C 33,FINE 2 ABSORPTIVE COVER AASHTO M 182,CLASS 2,BURLAP CLOTH MADE FROM JUTE OR KENAF, WORKANDO THE CONTRACT DOCUMENTS. COMPATIBLE WITH OTHER PRODUCTS,AND IS ACCEPTABLE TO ALL CONTRACTORS,OR SUBCONTRACTORS AGGREGATE-CONCRETE SAND,100%PASSING A 1/4"(8 MM)SIEVE AND LESS THAN 15%PASSING A NO.200(0.075 WEIGHING APPROXIMATELY 9 OZ.lSQ.YD.(3G5 GISQ.M)DRY. C.THEARCHITEC WILL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION UPON THE CONTRACTOR'S SUBMITTALS SUCH AS INVOLVED. MM)SIEVE);NOT LESS THAN 1-1/2 SACKS OF PORTLAND CEMENT(ASTM C 150,TYPE 1)PER CUBIC YARD OF 3.MOISTURE-RETAINING COVER ASTM G 171,POLYETHYLENE FILM OR WHITE SHOP DRAWINGS,PRODUCT DATA AND SAMPLES,BUT ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AND WITH THE 4 APPROVAL OF EACH REQUEST FOR SUBSTITUTION WILL ONLY BE IN THE FORM OF AWRITTEN CHANGE ORDER TO MIXTURE;AND ENOUGH POTABLE WATER TO PRODUCE A MIX SUITABLE FOR MECHANICAL HAND COMPACTION. NOX-CRETE PRODUCTS. INFORM TION GIVEN IN THE CONTRACT DOCUMENTS.SUCH ACTION SHALL BE TAKEN WITH REASONABLE PROMPTNESS SO AS TO CAUSE NO THEC NTRACT DOCUMENTS AUTHORIZED BY ARCHITECT AND OWNER. STAMP BATCH TICKETS AT PLANTWITH TIME OF LOADING.MATERIAL NOT COMPACTED IN PLACE 1-1/2 HOURS 00 DELAY.APPROVA BY ARCHITECT OF A SPECIFIC ITEM SHALL NOT INDICATE APPROVAL OF ANY ASSEMBLY OF WHICH THE ITEM IS A S.IFRE ESIGN IS REQUIRED BYA REQUEST FOR SUBSTITUTION,CONTRACTOR SHALL ASSUME ALL COSTS FOR AFTER LOADING OR MATERIAL,WHICH HAS TAKEN AN INITIAL SET,WILL BE REJECTED AND SHALL BE REMOVED 5.CLEAR,WATERBORNE,MEMBRANE CURING COMPOUND(CONCRETE INDICATED TO RECEIVE COMPONENT. REDESIGN SERVICES RELATED THERETO. FROM THE PROJECT SITE. COATINGS AND OTHER DIRECT APPLIED FINISHES):ASTM C3G9,TYPE 1,CLASS B,18 TO 25 D.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE CONTRACT B.GRADE DISTURBED AREAS OF THE SITE TO PREVENT SURFACE WATER FROM FLOWING INTO EXCAVATIONS AND ID.SELECT THE PROPORTIONS OF THE INGREDIENTS TO PRODUCE THE PROPER PLACEABILITY,DURABILITY, PERCENT SOLIDS,NON-DISSIPATING,AND CERTIFIED By CU RING COMPOUND MANUFACTURER DO UMENTS BY THE ARCHITECTS APPROVAL OF SHOP DRAWINGS,PRODUCT DATA,AND SAMPLES. 01602 DATE SENSITIVE EQUIPMENT COMPLIANCE AREA SURROUNDING EXCAVATIONS.INTERCEPT SURFACE WATER AND DIVERT IT AWAYFROM EXCAVATIONS TRENGTH,A D WATER-CEMENT RATIO TO PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE CORNERS NOT TO INTERFERE WITH BONDING OF FLOOR COVERING;"SPARTAN COTE WB 1120 PERCENT" E.NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING,PRODUCT DATA OR SAMPLES SHALL BE COMMENCED UNTIL THE THROUGH USE OF DIKES,DITCHES,CURB WALLS,PIPES,SUMPS,OR OTHER SIMILAR TECHNIQUES. AND ANGLES OF FORMS AND AROUND THE REINFORCEMENT BY METHODS OF PLACEMENT AND CONSOLIDATION BY BURKE,'DIAMOND CLEAR VOX'BY EUCLID,"DRESS&SEAL WB"BY L&M CONSTRUCTION SUBMITTAL HAS BEEN APPROVED.ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. 1.DEFINITION DATE SENSITIVE EQUIPMENT INCLUDES EQUIPMENT,SYSTEMS AND COMPONENTS THEREOFWHICH 9.EXCAVATION,FILL,AND COMPACTION FOR STRUCTURES EXCAVATE TO INDICATED ELEVATIONS AND EMPLOYED ON THE WORK,BUT WITHOUT PERMITTING MATERIALS TO SEGREGATE OR PERMITTING EXCESSIVE CHEMICALS,ING.,'VOCOMP-20"BY W.R.MEADOWS,"SAFE CURE AND SEAL(J-19)'BY DAYTON F.SHOP DRAWINGS,PRODUCT DATA,OR SAMPLES THAT CONTAIN EXCESSIVE ERRORS OR THAT ARE INCOMPLETE WILL BE RETURNED RELY ON OR UTILIZE COMPUTERS,SUBSYSTEMS,HARDWARE,SOFTWARE,FIRMWARE,INCLUDING EMBEDDED CHIP DIMENSIONS WITHIN A TOLERANCE OF PLUS OR MINUS 1 INCH(25 MM).IF APPLICABLE,EXTEND EXCAVATIONS A FREE WATER TO COLLECT ON THE SURFACE. SUPERIOR,"KURE-N-SEAL"BY SONNEBORN DIV.OF CHEMREX,OR"CURE&SEAL 2OOE"BY UNCHECKED AND ANY DELAY CAUSED THEREBY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SYSTEMS OR COMPONENTS,WHICH PROCESS,SEQUENCE,CALCULATE,UTILIZE,ORIN ANY FASHION ARE SUFFICIENT DISTANCE FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORMWORK,FOR 5.FOOTINGS AND GRADE BEAMS'PROPORTION NORMAL-WEIGHT CONCRETE MIX WITH A 28-DAY COMPRESSIVE DRAWINGS FOR ADDITIONAL REQUIREMENTS. G.SUBM T THREE SAMPLES AND PRODUCT LITERATURE,OF ALL SPECIFIED FINISHES TO ARCHITECT FOR APPROVAL,PRIOR TO INSTALLATION AFFECT D IN FUNCTION OR OPERATION BY DATE AND DATE RELATED OR TIME AND TIME RELATED DATA, INSTALLING SERVICES AND OTHER CONSTRUCTION,AND FOR INSPECTIONS. TRENGTHASS OWN ON THE DRAWINGS AND A WATER CEMENT RATIO OF 0.58 MAXIMUM(NOWAIR-ENTRAINED). 6.CONCRETE SEALER(INTERIOR EXPOSED SLABS AS INDICATED,AND NOT SCHEDULED TO 0 APPLICATION.ONE SAMPLE WILL BE RETAINED BY ARCHITECT. INCLUDING THE PASSAGE OF TIME. PROVIDE MIX DESIGN WITH A SLUMP NOT LESS THAN 3-INCHES(75 MM)AND NOT MORE THAN 5-INCHES(127 MML RECEIVE OTHER FINISHES):SONNEBORN"KURE-N-SEAL 30,"OR L&M CONSTRUCTION 2.PROVIDE HREE SETS OF SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL AFTER THE CONTRACTOR HAS REVIEWED THEM 2 DATE SENSITIVE EQUIPMENT,SYSTEMS AND COMPONENTS THEREOF MUST INDIVIDUALLY AND IN COMBINATION 6.SLABSONGRADE PR PORTION NORMAL-WEIGHT CONCRETE MIX WITH A 28-DAY COMPRESSIVE STRENGTHIAS CHEMICALS"DRESS AND SEAL 30,"OR OKON"SEAL&FINISH"APPLIED IN 3 SEPARATE COATS, FOR CONSTRUCTIBILITY,COORDINATION BETWEEN TRADES,AND CONFORMANCE WITH THE CONTRACT DOCUMENTS. PROPERLY FUNCTION AND CONTINUE TO CORRECTLY PROCESS,SEQUENCE AND UTILIZE DATE AND TIME RELATED S HOWN ON THE DRAWINGS AND A WATER CEMENT RATIO OF 0.45 MAXIMUM(NOWAIR-ENTRAINED).PROVIDE M X WITH FINAL COAT APPLIED JUST PRIOR TO FINAL ACCEPTANCE OF THE WORK. 3.SUBMIT SHOP DRAWINGS FOR THE FOLLOWING D TA FOR ALL DATES AND TIMES,WHICH OCCUR DURING A REASONABLE LIFE EXPECTANCY FOR SAID EQUIPMENT, DESIGN WITH A SLUMP NOT LESS THAN 3-INCHES(75 MM). 7.NOWSHRINK GROUT NON-METALLIC,PRE-MIXED,NON-SHRINK;CORPS OF ENGINEERS A MILLWORK SYST MS AND COMPONENTS THEREOF. CRD-C621;EUCLID"NS GROUT,"MASTER BUILDERS COMPANY"MASTERFLOW713,"L&M B.STAIN FINISHED CONCRETE 3.CORRECTLY PROCESS,SEQUENCE,AND CALCULATE ALL DATE A D DATE RELATED DATA FOR ALL DATES PRIOR A.E CAVATE AND DISPOSE OF SUBGRADE SOILS BELOW BUILDING STRUCTURE MEASURED24 INCHES(600 MM) CONSTRUCTION CHEMICALS'CRYSTEX,"SIKA"SIKAGROUT212,"SONNEBORN"SONOGROUT10K," 4.SUBMIT THREE SETS PRODUCT DATA FOR THE FOLLOWING TO,THROUGH AND AFTER JANUARY 1,2000,INCLUDING LEAP YEAR CALCULATIONS. DOWN FROM TOP OF NATURAL SUBGRADE TO PROVIDE A LEVEL SUBGRADE FOR SUBSEQUENT CONSTRUCTION. PREPARED BY THE TRIAL MIXTURE METHOD. A WOOD DOORS 4.SOFTWAR PRODUCTS THAT PROCESS DATE OR DATE RELATED DATA SHALL RECOGNIZE,STORE AND TRANSMIT B PROOF-ROLL EXPOSED SUBGRADE AT THE BOTTOM OF EXCAVATION AS SPECIFIED. STO"NON-SHRINK GROUT CR732,'ORW.R.MEADOWS'NS GROUT.-REFER TO STRUCTURAL B.SPECIAL PAINT F N SHES AND COATINGS(EXTERIOR INSILATION AND FINISH SYSTEM) DATE DATA IN A FORMAT WHICH EXPLICITLYAND UNAMBIGUOUSLY SPECIFIES THE CORRECT CENTURY. C.SCARIFY ENTIRE SUBGRADE BELOW BUILDING PAD TO A MINIMUM DEPTH OF 6 INCHES(150 MM),MOISTURE 6.READY-MIXED CONCRETE:MEASURE,BATCH,MIX,AND DELIVER CONCRETE ACCORDING TOASTM C 4.PROPORTIONING AND DESIGN OF MIXES,GENERAL:PROVIDE CONCRETE OF EACH C.EQUIPMENT AND APPLIANCES 5 CONT CTOR SHALL INCLUDE THIS REQUIREMENT IN ALL SUB-CONTRACTS AND EQUIPMENT ORDERS FOR THIS CONDITION AT OPTIMUM MOISTURE CONTENT(-0%TO-3%),AND COMPACT TO NOT LESSTHAN 95%,NOR MORE 94,AND FURNISH BATCH TICKET INFORMATION. COMPRESSIVE STRENGTH CLASSIFICATION INDICATED ON THE STRUCTURAL DRAWINGS, 5.SUBMIT THREE SETS OF SAMPLES FOR THE FOLLOWING PROJ EC, THAN 100 OF MAXIMUM DRY UNIT WEIGHT(ASTM D698).PROVIDE SOIL STABILIZATION OF EXPOSED SUBGRADE 7 VAPORRETARDER PLACE,LAP JOINTS,SEAL,PROTECT,AND REPAIR VAPOR-RETARDER SHEETS DESIGNED BY EITHER LABORATORY TRIAL BATCH(METHOD 1)OR FIELD EXPERIENCE METHOD A ARCHITECTURAL WOODWORK FINISHES,TRANSPARENT AND OPAQUE,12 INCHES LONG. 6 PROVIDE CERTIFICATION FROM SUPPLIERS AND SUB-CONTRACTORS PROVIDING DATE SENSITIVE EQUIPMENT, AS SPECIFIED IN SECTION 02340. ACCORDING TO ASTM E 1643 AND MANUFACTURERS WRITTEN INSTRUCTIONS. (METHOD 2)ACCORDING TO ACI 211.1 AND ACI 301. B.PAINTS AND COATINGS,EACH TYPE,MINIMUM 24 INCHES SQUARE,FLAT AND SATIN ON DRYWALL;SEMI GLOSS,AND GLOSS ON MDF. SYSTEMS, NO SOFTWARE THAT THE PROPOSED EQUIPMENT,COMPONENTS AND SYSTEMS COMPLY VVITH THESE D.IPLACE SELECT STRUCTURAL FILL MATERIAL IN LOOSE LIFTS NOT EXCEEDING 8 INCHES(200 MM)DEEP, 8.KINSTALLATION OF CONCRETE REINFORCING COMPLY WITH CRSI'S"MANUAL OF STANDARD A.EACH CONCRETE MIX DESIGN CLASS SHALL BE PROPORTIONED TO ACHIEVE AN AVERAGE S.SUBMI THREE SAMPLES OF FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.THE CONTRACTOR ASSUMES REQUIREMENTS. MO STURE CONDITION AT OPTIMUM MOISTURE CONTENT(-0%TO+3%),AND COMPACT TO NOT LESS THAN 95%, PRACTICE"FOR PLACING REINFORCEMENT. STRENGTH IN EXCESS OF THE SPECIFIED STRENGTH IN ACCORDANCE WITH THE STANDARD RESPON IBILITY FOR REPLACEMENT OF FINISH MATERIALS THAT HAVE NOT BEEN APPROVED. NORMORETHA 100%OF MAXIMUM DRY UNIT WEIGHT(ASTM D 698. 9.CONTRACTION(CONTROL)JOINTS IN SLABS-ON-GROUND:MAXIMUM JOINT SPACING SHALL BE 36 DEVIATION DEVELOPED FROM PREVIOUS TESTS OR BY 1200 PSI(8.3MPA)IF THE MIX IS SU 01701 CONSTRUCTION LAYOUT E.PLACE DRAINAGE F ILL IN MAXIMUM 2 INCHES(50 MM)DEEP COURSE AND COMPACT TO AT LEAST 95%RELATIVE TIMES THE SLAB THICKNESS OR 20 FEET,WHICHEVER IS LESS AND AT A MINIMUM ON COLUMN LINES 7. BMITTA S SHALL BE NEAT AND LEGIBLE,OF UNIFORM SCALE,RESPONSIVE TO REQUIREMENTS,WITH ALL SHEETS OF SIMILAR DENSITY(ASTM D 4254)1 TO COLLECT ON THE SURFACE. INF RM TION OF SAME SIZE. 0 UNLESS OTHERWISE NOTED ON THE DRAWINGS.PROVIDE SAWED JOINTS UNLESS OTHERWISE NOTED. B.ALL CONCRETE MUST CONTAIN THE SPECIFIED WATER-REDUCING ADMIXTURE OR KTRA SMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION ACTIVITIES TO AVOID DELAY. 1.VERIFY ALL DIMENSIONS AND COMPARE TO EXISTING CONDITIONS PRIOR TO LAYING OUT THE WORK.DO NOT F.WET SUBGRADE(MOISTURE CONTENT IN EXCESS OF LIMITS SPECIFIED):REMOVE SOIL MATERIAL THAT IS TO 9. WET TO PERMIT COMPACTION AND STOCKPILE OR SPREAD AND ALLOW TO DRY.ASSIST DRYING BY DISCING, PROVIDE 1/4-INCH DEEP DECORATIVE SAWN JOINTS IN PATTERN INDICATED. WATER-REDUCING-RETARDING ADMIXTURE ANDIOR THE SPECIFIED HIGH-RANGE PACKA E SUBMITTALS TO COVER COMPLETE ASSEMBLIES OR SYSTEMS.PARTIAL OR INCOMPLETE SUBMITTALS WILL BE RETURNED SCALE DRAWINGS,DIMENSIONS GOVERN.LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS.REPORT 10.DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WATER-REDUCING ADMIXTURE(SUPERPLASTICIZER). RE ECTED WITHOUT REVIEW. ERRORS AND INCONSISTENCIES TO THE ARCHITECT FOR INSTRUCTIONS PRIOR TO PROCEEDING WITH THE WORK HARROW NG OR PULVERIZING UNTIL MOISTURE CONTENT IS REDUCED TO A SATISFACTORY VALUE. 1 10 WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF 1 C.ALL PUMPED CONCRETE,CONCRETE FOR SLABS,SHALL CONTAIN THE SPECIFIED 0.THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION WITH OTHER SUBMITTALS UNTIL 2.SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS FOR PLUMBING MIXTURES TO MILLWORK PROOF-ROLLING CONDUCT PROOF ROLLING OPERATIONS ONLY IN THE PRESENCE OF THE OWNER'S WEAKNESS.IF A SECTION CANNOT BE PLACED CONTINUOUSLY,PROVIDE CON TRUCTION JOINTS AS HIGH-RANGE WATER-REDUCING ADMIXTURE(SUPERPLASTICIZER).CONCRETE FOR INTERIOR AL RELATED SUBMITTALS ARE RECEIVED. CONTRACTOR GEO ECHNICAL ENGINEER.PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS WITH HEAVY PNEUMATIC-TIRED 11.THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB SITES FOR TOLERANCES,CLEARANCES, 3.REQUES AFIELD REVIEW BY ARCHITECT OF LAYOUT AFTER PARTITIONS WITH GYPSUM BOARD ON ONE ARE EQUIPME T TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING.DONOTPROOF-ROULWETOR SPECIFIED.DEPOSIT CONCRETE TO AVOID SEGREGATION.CONSOLIDATE PLACED CONCRETE WITH SLABS-ON-GRADE SHALL USE THE LARGEST AGGREGATE SIZE PERMISSIBLE FOR PUMPING. S MECHANICAL VIBRATING EQUIPMENT.USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATING D.SELECT THE PROPORTIONS OF THE INGREDIENTS TO PRODUCE THE PROPER QUANTITIES,FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATION OF THEIR WORK WITH OTHER TRADES AND INSTALLED. ATURATEDS BGRADES. CONCRETE R COMMENDED BYACI309R. PLACEABILITY,DURABILITY,STRENGTH,AND WATER-CEMENT RATIO TO PRODUCE A MIXTURE FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. A.COMPLETELY PROOF-ROLL SUBGRADE IN ONE DIRECTION,REPEATING PROOF-ROLLING IN DIRECTION 1 CONCRETE FINISHING COMPLY WITH RECOMMENDATIONS IN ACI 302AR FOR SCREEDING, WHICH WILL WORK READILY INTO THE CORNERS AND ANGLES OF FORMS AND AROUND THE PERPENDICULAR TO FIRST DIRECTION.LIMIT VEHICLE SPEED TO 3 MPH IS KMIHL B.PROOF-ROLL WITH A LOADED 10-WHEEL,TANDEM-AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS(13.6 TOLERANCE OF 114-INCH IN 10 FEET. REINFORCEMENT BY METHODS OF PLACEMENT AND CONSOLIDATION EMPLOYED ON THE WORK, RESTRAIGHTENING,AND FINISHING 0 ERATIONS FOR CONCRETE SURFACES.DO NOT WET CONCRETE BUT WITHOUT PERMITTING MATERIALS TO SEGREGATE OR PERMITTING EXCESSIVE FREE WATER TONNES). SURFACES.APPLY A TROWEL FINISH TO ALL FLOOR SLAB SURFACES TO A OUT-OF-PLANE C REMOV SOFT SPOTS DOWN TO FIRM SOIL,MINIMUM 12 INCHES(3DO MM)DEEP),UNSATISFACTORY SOILS,AND ARE S OF EXCESSIVE PUMPING OR RUTTING,AS DETERMINED BY ARCHITECT,FILL WITH SELECT STRUCTURAL 5.FOOTINGS AND GRADE BEAMS:PROPORTION NORMAL-WEIGHT CONCRETE MIX WITH A 12.CURING AND SEALING COMPOUND CURING COMPOUND TO BE OF A DISSIPATING TYPE.USE 28-DAY COMPRESSIVE STRENGTH AS SHOWN ON THE DRAWINGS AND A WATER CEMENT RATIO FILL IN MAXIM UM 8 INCHES(200 MM)DEEP LIFTS,AND COMPACT AS SPECIFIED. COMPOUND AS RECCOMEMINDED FOR COMPATIBILITY WITH STAINED CONCRETE FLOOR FINISH,AS PER OF 0.58 MAXIMUM(NOWAIR-ENTRAINED).PROVIDE MIX DESIGN WITH A SLUMP NOT LESS THAN 11 GRADE TO DIRECT WATER AWAY FROM THE BUILDINGS AND TO PREVENT PONDING.GRADE TO PROVIDE MANUFACTURERS RECCOMENDATIONS.APPLY UNIFORMLY TO FLOORS AND SLABS INDICATED IN A 3-INCHES(75 MM)AND NOT MORE THAN 5-INCHES(127 MML TESTING LABORATORY SERVICES 01702 EXECUTION FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN 6.SLABSONGRADE PROPORTION NORMAL-WEIGHT CONCRETE MIX WITH A 28-DAY 1.THE OWNER WILL EMPL YA TESTING LABORATORY AND/OR GEOTECHNICAL ENGINEERING SERVICE TO PERFORM QUALITY CONTROL 1.COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLING A.G DING INSIDE BUILDING LINES FINISH SUBGRADE TO REQUIRED ELEVATIONS WITHIN A TOLERANCE OF 1/2 INSTRUCTIONS.RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIAL COMPRESSIVE STRENGTH AS SHOWN ON THE DRAWINGS AND A WATER CEMENT RATIO OF 0.45 T STS AND TO TRANSMIT COPIES OF TEST REPORTS TO CONTRACTOR.SAMPLING AND TESTING THAT THE OWNER MAY REQUIRE IS PRODUCTS IN APPLICATIONS INDICATED.INSTALL WORK PLUMB,LEVEL,TRUE TO LINE AND IN RELATIONSHIP TO NCH(12 MM)WHEN TESTED WITH A I D-FOOT(3 M)STRAIGHT EDGE. APPLICATION.REPEAT PROCESS 24 HOURS LATER AND APPLY A SECOND COAT.MAINTAIN MAXIMUM(NOWAIR-ENTRAINED).PROVIDE MIX DESIGN WITHA SLUMP NOT LESS THAN 3-INCHES SPECI IED IN THIS SECTION AND IN THE VARIOUS TECHNICAL SECTIONS REQUIRING QUALITY CONTROL TESTING.COOPERATE WITH ADJACENT MATERIALS AS SHOWN. CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. (75 MM). OWNER'S TESTING LABORATORY PERSONNEL,PROVIDE ACCESS TO THE WORK,TO MANUFACTURERAND FABRICATORS OPERATIONS, 2.ENSURE THAT INSTALLATION CONFORMS TO BUILDING CODE REQUIREMENTS.THE MATERIALS SPECIFIED ARE 6.READY-MIXED CONCRETE:MEASURE,BATCH,MIX,AND DELIVER CONCRETE ACCORDING TO FURNISH INC DENTAL LABOR AND FACILITIES,AND SAMPLES FOR TEST AND INSPECTIONS,AS SPECIFIED. INTENDED TO MEET CODE REQUIREMENTS.IMMEDIATELY NOTIFY ARCHITECT OF ALL DISCREPANCIES BETWEEN G4810 UNIT MASONRY ASSEMBLIES ASTM C 94,AND FURNISH BATCH TICKET INFORMATION. A.EMPLOYMENT OF TESTING LABORATORY TO PERFORM QUALITY CONTROL TESTS IS FOR BENEFIT OF OWNER IN CONFIRMING THAT THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS.DO NOT PROCEED WITH INSTALLATION UNTIL l.PR IDE FACE BRICK,MASONRY FLASHINGS,AND RELATED WORK. 7.VAPOR RETARDER:PLACE,LAP JOINTS,SEAL,PROTECT,AND REPAIR VAPOR-RETARDER PERFORMANCEA D QUALITY OF THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. INSTRUCTIONS RESOLVING DISCREPANCIES HAVE BEEN RECEIVED. SOIL STABILIZATION 2 BROV UNITSAMPLES PRIOR TO PLACING ORDERS FOR FACE BRICK,SUBMIT AT LEAST 3 SHEETS ACCORDING TO ASTM E 1643 AND MANUFACTURER'S WRITTEN INSTRUCTIONS. B.EMPLOYMENT OF A TESTING LABORATORY BY OWNER IN NOWAY RELIEVES CONTRACTOR'S OBLIGATION TO PERFORM WORK IN 1.LIME SLURRY STABILIZATION PROVIDE LIME SLURRY STABILIZATION OF TOP 6"OF SUBGRADE AT THE BASE OF SAMPLICES OF EACH TYPE OF BRICK REQUIRED SHOWING FULL RANGE OF SIZE,COLOR,TEXTURE,AND KINSTAULATION OF CONCRETE REINFORCING COMPLY WITH CRSI-S"MANUAL OF STANDARD AC ORDANCEWITH CONTRACT DOCUMENTS. EXCAVATIONS AND EACH LIFT OF SELECT FILL BELOW BUILDING SLABS AND VEHICULAR PAVEMENTS,UNIFORMLY DEFECTS TO BE EXPECTED IN THE COMPLETED WORK. C.THE INSPECTING AGENCY SHALL MAKE ALL INSPECTIONS AND PERFORM ALL TESTS IN ACCORDANCE WITH THE RULES AND 01704 STARTING AND ADJUSTING. DISTRIBUTED INTO THE TREATED DEPTH OF THE SOIL SO THAT THE DRY LIME SOLIDS CONTENT EQUALS A MINIMUM 3.MASONRY PROTECTION DURING CONSTRUCTION,COVER TOPS OF WALLS,PROJECTIONS AND RE ULATIONS OF THE BUILDING CODE,LOCAL AUTHORITIES,THE SPECIFICATIONS OF THE ASTM AND THESE CONTRACT DOCUMENTS. OF 6%OF THE DRY SOIL WEIGHT(APPROX MATELY 28.4 LB.OF LIME SOLIDS PER SQUARE YARD OF TREATED AREA), SILLS WITH WATERPROOF SHEETING AT END OF EACH DAYS WORK.COVER PARTIALLY COMPLETED 06100 ROUGH CARPENTRY D.COMMERCIAL TESTING LABORATORIES:IN GENERAL,A COMMERCIAL TESTING LABORATORY SELECTED AND PAID FOR BYTHE OWNER 1.START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION.REMOVE UNIFORMLY COMPACTED WITH A SMOOTH SURFACE SUITABLE FOR PLACING SUBSEQUENT WORK. MASO RY WHEN CONSTRUCTION IS NOT IN PROGRESS. 9.CONTRACTION(CONTROL)JOINTS IN SLABS-ON-GROUND:MAXIMUM JOINT SPACING SHALL BE 36 TIMES THE WILL PERFORM ALL QUALITY CONTROL TESTING.RETESTING WILL ALSO BE PAID BY THE OWNER,BUT WILL BE REINVOICED AT COST TO MALFUNCTIONING UNITS,REPLACE WITH NEW UNITS,AND RETEST. 2.COMMERCIAL LIME SLURRY:PROVIDE A PUMPABLE SUSPENSION OF HYDRATED LIME SOLIDS IN WATER.USE 4.SEE DRAWINGS FOR FACE BRICK SELECTIONS. SLAB THICKNESS OR 20 FEET,WHICHEVER IS LESS AND ATA MINIMUM ON COLUMN LINES UNLESS OTHERWISE THE ONTRACTOR.THE NUMBER OF COPIES OF TEST REPORTS WILL BE DETERMINED FOR EACH INDIVIDUAL PROJECT BUT IN GENERAL 2 ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING,VIBRATING,OR PRODUCING LIME MADE FROM"HIGH CALCIUM"TYPE LIMESTONE.USE POTABLE WATER FOR MIXING,FREE OF DELETERIOUS W LL INCLUDE E CESSIVE NOISE.ADJUST EQUIPMENT FOR PROPER OPERATION. 5.MORTAR AND GROUT NOTED ON THE DRAWINGS.PROVIDE SAWED JOINTS UNLESS OTHERWISE NOTED.PROVIDE 1/4-INCH DEEP MATERIAL AND SUITABLE FOR THE PURPOSE INTENDED.PROVIDE LIME SLURRY COMPLYING WITH TXDOT ITEM 264, A.LOW ALKALI PORTLAND CEMENT:ASTM C 150,LOW ALKALI TYPE WITH NOT MORE THAN 0.60% DECORATIVE SAWN JOINTS IN PATTERN INDICATED. I.TW COPIES FOR THE GENERAL CONTRACTOR; 3 PROTECT INSTALLED CONSTRUCTION. TYPE B,COMMERCIAL LIME SLURRY REQUIREMENTS,SUCH THAT THE SOLIDS PORTION OF THE MIXTURE,WHEN WATER-SOLUBLE ALKALI.PROVIDE TYPE 1,EXCEPT TYPE III MAY BE USED FOR SETTING MASONRY 10.DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE -- 2 ONEC PY FOR THE ARCHITECTIENGINEER; CONSIDERED ON-THE-BASIS OF"SOLIDS CONTENT',SHALL CONSIST PRINCIPALLY OF HYDRATED LIME OF DURING COLD WEATHER.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE TXI CEMENT PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS.IF A 3.ONE COPY FOR THE OWNER'S REPRESENTATIVE 01732 CUTTING AND PATCHING COMPOSITION,PURITY AND FINENESS SUFFICIENT TO MEET THE REQUIREMENTS OF ITEM 264.3. COMPANY,NEW BRAUNFELS,TX,(TEL)512-396-4244,TYPE I LOW ALKALI PORTLAND CEMENT,OR SECTION CANNOT BE PLACED CONTINUOUSLY,PROVIDE CONSTRUCTION JOINTS AS SPECIFIED.DEPOSIT 2.EARTHWORK OPERATIONS 3.LIME SLURRY APPLICATION APPROVED EQUIVALEN.DO NOT USE MASONRY CEMENT. CONCRETE TO AVOID SEGREGATION.CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING A.VISUAL INSPECTION AND CLASSIFICATION OF FOOTING SUBGRADE SOILS BYGEOTECHNICAL ENGINEER PERFORM AT LEAST 1 TEST TO 1.PROVIDE CUTTING,DRILLING,AND PATCHING,INCLUDING PROTECTION OF ADJACENT SURFACES,EXCAVATION, A.APPLY LIME SLURRY WITH A DISTRIBUTOR TRUCK EQUIPPED WITH AN AGITATOR THAT WILL KEEP THE LIME AND B.MORTAR MIX PROVIDE PORTLAND CEMENT-LIME MORTAR COMPLYING WITH ASTM G 270,TYPE S EQUIPMENT.USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATING CONCRETE RECOMMENDED BY ACI 309R. -- VERIFY REQUIRED DESIGN BEARING CAPACITY;SUBSEQUENT VERIFICATION AND APPROVAL OF EACH FOOTING SUBGRADE MAY BE BASED FILL AND COMPACTION,TO COMPLETE THE WORK,AND TO(1)FIT THE SEVERAL PARTS TOGETHER TO INTEGRATE WATER IN A UNIFORM MIXTURE. MORTAR MIX FOR REINFORCED MASONRYAND EXTERIOR WORKAND TYPE N MORTAR MIX FOR 11.CONCRETE FINISHING COMPLY WITH RECOMMENDATIONS IN ACI 302.1 R FOR SCREEDING,RESTRAIGHTENING, ON A VISUAL COMPARISON OF EACH SUBGRADE WITH RELATED TESTED STRATA WHEN ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. WITH OTHER WORK,(2)UNCOVER WORK To INSTALL ILL-TIMED WORK,(3)REMOVE SAMPLES OF INSTALLED WORK B.DISTRIBUTE THE LIME SLURRY BY SUCCESSIVE PASSES OVER A MEASURED SECTION OF SUBGRADE AND FILL INTERIORWORK.PROVIDE MORTAR MIX CONSISTING OF LOW ALKALI PORTLAND CEMENT(ASTM G 150, AN FINISHING OPERATIONS FOR CONCRETE SURFACES.DO NOT WET CONCRETE SURFACES.APPLYATROWEL B.FIELD DENSITY TE TS PERFORM FIELD DENSITY TESTS OF SUBGRADE BELOW BUILDING AND PAVING SLABS,AND BACKFILL AND FILL REQUIRED FOR TESTING,(4)REMOVE AND REPLACE DEFECTIVE AND NON-CONFORMING WORK,(S)PROVIDE COURSE UNTIL REQUIRED LIME CONTENT HAS BEEN ACHIEVED. LAYERSI ACCORDANCE WITH ASTM D 1556,ASTM D 2167,ORASTM D2922 OPE INGS IN ELEMENTS OF WORK FOR PENETRATIONS OF MECHANICAL AND ELECTRICAL WORK,(6)RESTORE C.THOROUGHLY MIX THE UME/SOIL TREATED SUBGRADE AND FILL COURSE UNTIL A HOMOGENEOUS,FRIABLE TYPE I)AS SPECIFIED,LIME(ASTM C 207,TYPES),CLEAN SAND(ASTM G 144.WITH NOT LESS FINISH TO ALL FLOOR SLAB SURFACES TO A OUT-OF-PLANE TOLERANCE OF 1/4-INCH IN 10 FEET. 1 PERFORM 1 TEST OF EACH 2,000 SQ.FT.BUILDING AND PAVING SUBGRADE SURFACES TO THEIR ORIGINAL CONDITION,AND(7)RESTORE SURFACES TO PROVIDE SUBSTRATES SUITABLE TO MIXTURE FREE OF CLODS IS OBTAINED. THAN 100%PASSING A NO.8 SIEVE),COLORING AND WATER FORWORKABLE MIX.DO NOT USE 12.CURING COMPOUND APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER P (MINIMUM OF 3 TESTS) M AS SWRITTEN INSTRUCTIONS.RECOAT AREAS SUBJECTED TO HEAVY RAINFALL 2 ERFORM 1 TEST OF EACH 2,000 SQ.FT.OF COMPACTED BACKFILL AND FILL LAYER(MINIMUM OF 3 TESTS),AND 1 TEST EACH OF LOWER, RECEIVE NEW CONSTRUCTION. D.AERATE OR SPRINKLE MIXTURE TO OBTAIN OPTIMUM MOISTURE CONTENT(-2%TO-2%). ONRY CEMENT. ACCOR ING TO MANUFACTURER MIDDLE AND UPPER TRENCH GO PACTED BACKFILL LIFTS IN EACH 100 LINEAL FEET OF TRENCH(MINIMUM OF 6 TESTS. 2.DONOTG T AND PATCH STRUCTURAL ELEMENTS INA MANNER THAT COULD CHANGE THEIR LOAD-CARRYING E.BEGIN COMPACTION AT BOTTOM OF TREATED SUBGRADE COURSE AND CONTINUE UNTIL ENTIRE DEPTH OF WITHINTHRE HOURS AFTER INITIAL APPLICATION.MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE ONFIRM CONTRACTOR'S ATTERBERG LIMITS TESTS FOR BACKFILL AND FILL MATERIAL IN ACCORDANCE WITH ASTM D 4318. CAPACITY OR LOAD-DEFLECTION RATIO. -DIP 3.C 3.DONOT UT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS INA MANNER THAT RESULTS IN COURSE IS UNIFORMLY COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE 6.BRICK TIES:ASTM A 366;PROVIDE HOHMANN&BARNARD CORRUGATED HOT GALVANIZED DUR NG CURING PERIOD. WITH ASTM D 698.COMPACT EACH FILL COURSE IN A SIMILAR MANNER AND CONTINUE UNTIL ENTIRE DEPTH IS BR CK TIES,0.0635-INCH(1.6-MM)THICK,SPACED 16'(400-MM)D.C.VERTICALLY AND 16" 13.CURING AND SEALING COMPOUND:APPLY UNIFORMLY TO FLOORS AND SLABS INDICATED IN A CONTINUOUS IC R DUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR UNIFORMLY COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE WITH ASTM D (40G-MM)O.C.HORIZONTALLY,AND ARRANGED TO STAGGER TIES IN ALTERNATE COURSES,OR OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.RECOAT DE REASED OPERATIONAL LIFE OR SAFETY.OPERATING ELEMENTS INCLUDE(1)PRIMARY OPERATIONAL 698. EQUIVALENT BY DUR-O-WAL OR HECKMANN BUILDING PRODUCTS.DO NOT USE TIES FABRICATED AR AS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER INITIAL APPLICATION.REPEAT PROCESS 24 SYSTEMS AND EQUIPMENT,(2)AIR OR SMOKE BARRIERS,(3)FIRE-SUPPRESSION SYSTEMS,(4)MECHANICAL F.SHAPE SURFACE TO WITHIN 0.05'OF LINES AND ELEVATIONS INDICATED WITHIN TWO HOURS AND FINISH BY FRO MILL GALVANIZED STEEL SHEET. H URS LATER AND APPLY A SECOND COAT.MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING SYSTEMS PIPING AND DUCTS,(5)CONTROL SYSTEMS,(6)COMMUNICATION SYSTEMS,(7)CONVEYING SYSTEMS,(8) ROLLING WITH A PNEUMATIC TIRE OR OTHER SUITABLE ROLLER. MANUFACTURING,INC. CURING PERIOD. 3.DRILLED PIER OPERATIONS ELECTRICAL WIRING SYSTEMS,(9)OPERATING SYSTEMS OF SPECIAL CONSTRUCTION. G.MOISTURE CURE COMPLETED SUBGRADE FOR A MINIMUM OF 7 DAYS BEFORE PLACING SUBSEQUENTWORK. A.A REPRESENTATIVE OF THE SOILS TESTING LABORATORY SHALL MAKE CONTINUOUS INSPECTIONS TO DETERMINE THAT PROPER 4 MISC LLANEOUS ELEMENTS DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS H.WHEN SUBGRADE COURSE TREATMENT HAS SETUP SUFFICIENTLY TO PREVENT OBJECTIONABLE DAMAGE 7.COPPER FABRIC FLASHINGIDRAINAGE SYSTEM:5-OZ.(1.5-KGIM2)"FLASH-VENT"BY YORK Lu B ARING STRATUM IS OBTAINED AND UTILIZED FOR BEARING AND THAT SHAFTS AS ARE PROPERLY CLEAN AND DRY BEFORE POURING IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY,THAT RESULTS IN REDUCING THEIR FROM TRAFFIC,SUCH AREAS MAY BE OPENED TO CONSTRUCTION TRAFFIC. 06400 ARCHITECTURAL WOODWORK CONCRETE. CAPAG TY TO PERFORM AS INTENDED,OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED SOIL TREATMENT FOR TERMITE CONTROL 8.MASONRY CLEANERS PROSOCO,INC.,KANSAS CITY,MO,"SURE KLEAN 600"GENERAL B.FOOTING SOIL BEARING CAPACITY AND DRILLED PIER REPORT FOR EACH STRATA OF SOIL WHICH DRILLED PIER FOOTINGS SPECIFIED IN OPERATIONAL LIFE OR SAFETY.MISCELLANEOUS ELEMENTS INCLUDE(1)WATER,MOISTURE,OR VAPOR PURPOSE DETERGENT CLEANER,"SURE KLEAN 101 LIME SOLVENT'FOR REMOVAL OF EXCESS MORTAR 1.QUALITY STANDARDS COMPLY WITH AWI'S"ARCHITECTURAL WOODWORK QUALITY S CTION 02465 WILL BE PLACED,CONDUCT AT LEAST ONE TEST TO VERIFY REQUIRED DESIGN BEARING CAPACITIES.SUBSEQUENT BARRIERS,(2)MEMBRANES AND FLASHINGS,(3)EXTERIOR STOREFRONT CONSTRUCTION,(4)EQUIPMENT 1.ARRANGE FOR APPLICATION OF SOIL TREATMENT TO BE PERFORMED BY AN EXPERIENCED PEST CONTROL AND JOB STAINS,AND-WHITE SCUM REMOVER"FOR REMOVAL OF INSOLUBLE SALT SCUMS FROM STANDARDS"FOR PREMIUM GRADE CONSTRUCTION FOR INTERIOR ARCHITECTURAL WOODWORK, VERIF CATION OF EACH FOOTING SUBGRADE MAYBE BASED ON VISUAL COMPARISON OF EACH SUBGRADE WITH RELATED TEST STRATA, SUPPORTS,(5)PIPING,DUCTWORK,VESSELS,AND EQUIPMENT,AND(6)NOISE-AND VIBRATION-CONTROL OPERATOR(PCO),WHO IS LICENSED IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION,AND WHO BRICK AND MORTAR,OR EQUIVALENT CLEANERS FORMULATED TO BE SAFE ON MASONRY AND EXCEPT PROVIDE CUSTOM GRADE FOR PLASTIC LAMINATE AND OPAQUE FINISHED WORK AS WHEN ACCEPTABLE TO THE ARCHITECTIENGINEER. ELEMENTS AND SYSTEMS. EMPLOYS WORKERS TRAINED TO APPLY PRODUCT SUBMITTED IN ACCORDANCE WITH PRODUCT MANUFACTURERS NOW ASONRY SURFACES SUCH AS ANODIZED ALUMINUM,PAINTED SURFACES AND SIMILAR FINISHES. SHOWN.PROVIDE AWI CERTIFICATION LABELS OR COMPLIANCE CERTIFICATE INDICATING THAT C. OILS TESTING LABORATORY SHALL FURNISH COMPLETE PIER LOG SHOWING THE DIAMETER,TOP AND BOTTOM ELEVATIONS OF EACH 5.UNLESS OTHERWISE SHOWN,USE REPAIR MATERIALS IDENTICAL TO EXISTING MATERIALS,OR IF UNAVAILABLE, REQUIREMENTS. 9ANSTALLATION LAYOUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE BOND WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. PIER,CASING REQUIRED OR NOT REQUIRED,BELL SIZE,ACT AL PENETRATION INTO BEARING STRATUM,ELEVATION OF TOP OF BEARING MATERIALS THAT VISUALLY MATCH EXISTING SURFACES TO THE FULLEST POSSIBLE AND WHOSE PERFORMANCE 2.TERMITICIDE PROVIDE AN EPA-REGISTERED TERMITICIDE COMPLYING WITH REQUIREMENTS OF AUTHORITIES PATTERNS,TO PROVIDE UNIFORM JOINT WIDTHS AND TO PROPERLY LOCATE OPENINGS, 2.PROVIDE MATERIALS THAT COMPLY WITH THE QUALITY GRADE REQUIREMENTS OF THE STRATUM,REINFORCING INSTALLED,AND VOLUME OF CONCRETE USED. EQUALS OR SURPASSES THAT OF EXISTING MATERIALS. HAVING JURISDICTION,IN A SOLUBLE OR EMULSIBLE,CONCENTRATED FORMULATION THAT DILUTES WITH WATER MOVEMENT-TYPE JOINTS,RETURNS AND OFFSETS.AVOID THE USE OF LESS-THAN-HALF SIZE UNITS REFERENCED PRODUCT STANDARDS FORTHE GRADE INDICATED. 1.R QUEST PROBE HOLES WHEN DEEMED NECESSARY TO CONFIRM SAFE BEARING CAPACITY. 6 DO NOT CUT AND PATCH CONSTRUCTION INA MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND OR FOAMING AGENT,AND FORMULATED TO PREVENT TERMITE INFESTATION.USE ONLY SOIL TREATMENT AT CORNER,JAMBS,AND WHEREVER POSSIBLE AT OTHER LOCATIONS.LAY-UP MASONRY WORK IN 3.HARDBOARD ANSIIAHAA135.4. 2 NOTI CONTRACTOR OF RESULTS OF ACTUAL BEARING PRESSURE AT THE BOTTOM OF EACH SHAFT AS SOON AS POSSIBLE AFTER PATCHING.DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR ORIN OCCUPIED SPACES INA SOLUTIONS THAT ARE NOT HARMFUL TO PLANTS.PROVIDE QUANTITY REQUIRED FOR APPLICATION AT THE LABEL RUNNING BOND WITH VERTICAL JOINT IN EACH COURSE CENTERED ON UNITS IN COURSES ABOVE AND 4.MEDIUM DENSITY FIBERBOARD(MDF):ANSI A208.2;FORMALDEHYDE FREE. TESTING EA H EXCAVATION. MANNER THAT WOULD,IN ARCHITECTS OPINION,REDUCE THE BUILDING'S AESTHETIC QUALITIES.REMOVE AND VOLUME AND RATE FOR THE MAXIMUM TERMITICIDE CONCENTRATION ALLOWED FOR EACH SPECIFIC USE, BELOW. 5.PARTICLEBOARD NOTALLOWED. 3.SUBMIT A CERTIFIED DRILLED PIER REPORT FOR EACH DRILLED PIER,RECORDING ACTUAL ELEVATION AT BOTTOM AND TOP,FINAL REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED INA VISUALLY UNSATISFACTORY MANNER. ACCORDING TO THE PRODUCT'S EPA-REGISTERED LABEL. 6.SOFTWOOD PLYWOOD PS 1. CENTERLINE LOCATION AT TOP,VARIATION OF SHAFT FROM PLUMB,RESULT OF ALL TESTS PERFORMED,ACTUAL ALLOWABLE BEARING 7.EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING.EXECUTE WORK BY METHODS TO AVOID A.SELECT AND ARRANGE UNITS FOR EXPOSED MASONRY TO PRODUCE A UNIFORM BLEND OF 7 FORM LDEHYDE EMISSION LEVELS PROVIDE FORMALDEHYDE FREE MATERIALS. 3.AVAILABLE MANUFACTURERS SUBJECT TO COMPLIANCE WITH REQUIREMENTS,MANUFACTURERS OFFERING COLORS AND TEXTURES;UNIT UNITS FROM SEVERAL PALLETS OR CUBES AS THEY ARE PLACED. CAPACITY OF BOTTOM,SEEPAGE OF WATER,ELEVATION OF BOTTOM AND TOP OF ANY CASING LEFT IN PLACE,ANY UNUSUAL CONDITIONS, DAMAGE TO OTHER WORK,AND WHICH WILL PROVIDE PROPER SURFACES TO RECEIVE PATCHING AND FINISHING. PRODUCTS THAT MAYBE INCORPORATED INTO THE WORK INCLUDE,BUT ARE NOT LIMITED TO,AGREVO 8 FABRICATION COMPLY WITH AWI SECTION 400 DETAILS AND CONSTRUCTION TYPES VARIATION OF BELL DIMENSIONS(IF APPLICABLE)FROM ORIGINAL DESIGN,DATES OF STARTING EXCAVATION,COMPLETION OF PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME,AND COMPLETE WITHOUT DELAY, ENVIRONMENTAL HEALTH,INC.;A COMPANY OF HOECHST AND SCHERING,BERLIN;AMERICAN CYANAMID CO., LAY-UP WALLS PLUMB AND TRUE WITH COURSES LEVEL,ACCURATELY SPACED AND COORDINATED INDICATED. EXCAVATION,INSPECTION,TESTING AND PLACEMENT OF CONCRETE(INCLUDE ANY DELAYS IN CONCRETING AND LOCATION OF A.CUT IN-PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS OR PERFORMANCE OF AGRICULTURAL PRODUCTS GROUP,SPECIALTY PRODUCTS DEPARTMENT,BAYER CORP.,GARDEN& WITHOTHERWORK.USE MORTAR AND GROUT WITHIN 2-1,2 HOURS OF INITIAL MIXING.DONOTUSE 9.CABINET HARDWARE AND ACCESSORY MATERIALS CONSTRUCTION JOINTS IN SHAFTS),AND ANY OTHER DATA AS MAYBE REQUIRED. OTHER CONSTRUCTION,AND SUBSEQUENTLY PATCH AS REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL PROFESSIONAL CARE,DOWELANCO,FMC CORP.;PEST CONTROL SPECIALTIES,OR ZENECA PROFESSIONAL MORTAR HELD ON MORTARBOARD MORE THAN 45 MINUTES ON DAYS NOT EXCEEDING 75-F(24-C)AND A.CAB:NET SHELLF SUPPORT PINS:KV 331 AND,OR APPROVED EQUIVALENT CCONCRET INSPECTION AND TESTING OPERATIONS CONDITION. PRODUCTS. WITH HUMIDI RANGE OF BETWEEN 55%AND 70%.ON WARMER DAYS REDUCE TIME MORTAR IS B CAB NET SHE F END STANDARDS:RECESSED KV 255ZC,OR APPROVED EQUIVALENT. A.RECEIVE AND EVALU TE ALL PROPOSED CONCRETE MIX DESIGNS SUBMITTED BY THE CONTRACTOR.IF THE MIX DESIGNS COMPLY WITH B.EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING AND PATCHING FOR WEATHER-EXPOSED, 4.PREPARATION,GENERAL:COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF AUTHORITIES HAVING HE D ON MORTARBOARDS TO NOT MORE THAN 30 MINUTES. C.HEAVY DUTY WALL SHELF STANDARDS KV 87 AND.OR APPROVED EQUIVALENT. THE DRAWINGS AND SPECIFICATIONS,THE LABORATORY SHALL SUBMIT A LETTER TO THE ARCHITECTIENGINEER CERTIFYING COMPLIANCE. MOISTURE-RESISTANT ELEMENTS,AND SIGHT-EXPOSED SURFACES. JURISDICTION AND WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR PREPARING SUBSTRATE.REMOVE ALL ETLAYINGIB ICK LAY BRICK WITH COMPLETELY FILLED BED AND HEAD JOINTS;BUTTER ENDS D.HEAVY DUTY WALL SHELF BRACKETS KV187ANOWITH210ANO,211ANOAND212ANO W MIXDESI NS NOT COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE RETURNED BY THE LABORATORY AS UNACCEPTABLE. C.CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL.PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT EXTRANEOUS SOURCES OF WOOD CELLULOSE AND OTHER EDIBLE MATERIALS SUCH AS WOOD DEBRIS,TREE S H SUFF CIENT MORTAR TO FILL HEAD JOINTS AND SHOVE IN PLACE.DO NOT SLUSH HEAD JOINTS. SHELF CUPS ATTACHED TO BRACKET AND SHELVES,OR APPROVED EQUIVALENT. 8 SAM LE FRESH CONCRETE IN ACCORDANCE WITH ASTM C172,EXCEPT MODIFY FOR SLUMP REQUIREMENTS OF ASTM G 94. PRORAPPROVAL. STUMPS AND ROOTS,STAKES,FORMWORK,AND CONSTRUCTION WASTE WOOD FROM SOIL AND AROUND VPACE BRICK TIES AT 16"(400-MM)D.C.HORIZONTALLY AND NOT MORE THAN 24"(600-MM)D.C. E.CONCEALED SELF-CLOSING CABINET HINGES GRASS 1003 SERIES,OVERLAY FOR END 1.PERFORM I SLUMP TEST(ASTM C 243 AND ASTM C 172)FOR EACH LOAD OF CONCRETE AT POINT OF DISCHARGE AND I TEST FOR EACH D.RESTORE WORK USING NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. FOUNDATIONS.REMOVE FOREIGN MATTER AND IMPERMEABLE SOIL MATERIALS THAT COULD DECREASE ERTICALLY. MOUNT;GRASS 1004 SERIES,HALF OVERLAY FOR CENTER MOUNT,BRIGHT NICKEL FINISH,OR SET OF COMPRESSIVE STRENGTH CYLINDERS.MAKE ADDITIONAL SLUMP TESTS WHENEVER THE CONSISTENCY OF CONCRETE APPEARS TO E.FIT AND SEAL INTERIOR WORK AIRTIGHT TO PIPES,SLEEVES,DUCTS,CONDUIT,AND OTHERPENETRATIONS TREATMENT EFFECTIVENESS ON AREAS TO BE TREATED.LOOSEN,RAKE,AND LEVEL SOIL TO BE TREATED, EQUIVALENT ACCEPTE BYARCHITECT.PROVIDE 1-1/2 PR.FOR HEIGHTS 32 INCHES OR MORE, VARY DO OT PERMIT PLACEMENT OF CONCRETE HAVING A MEASURED SLUMP OUTSIDE THE LIMITS GIVEN ON THE DRAWINGS,EXCEPT THR UGH SURFACES. EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND FOOTINGS.TERMITICIDES MAY BE APPLIED BEFORE C.CLEANING CELLS AND CAVITIES KEEP CELLS AND CAVITIES FREE OF MORTAR DROPPINGS. OR DOORWEIGHTS OF20TO40 LB.,AND 2 PAIR FOR DOORWEIGHTS OF40TO60 LB. WHEN A PROVED BY THE ARCHITECTIENGINEER.SLUMP TESTS CORRESPONDING TO SAMPLES FROM WHICH STRENGTH TESTS ARE MADE F.FITA D SEAL PENETRATIONS THROUGH EXTERIOR WORK AND SLABS WATERTIGHT.AT PENETRATIONS OF PLACING COMPACTED FILL UNDER SLABS IF RECOMMENDED BYTERMITICIDE MANUFACTURER. D.MASONRY FLASHING INSTALL EMBEDDED FLASHING AND PROVIDE WEEP HOLES IN MASONRY AT F.DOOR/DRAWER PULLS STANLEY 4483 1/2 X US 26D,OR APPROVED EQUIVALENT. SHAULBEREP RTED WITH THE STRENGTH TEST RESULTS.OTHER SLUMP TESTS NEED NOT BE REPORTED. FIRE-RATED WALL,CEILING,OR FLOOR CONSTRUCTION,COMPLETELY SEAL VOIDS WITH FIRE STOPPING AND &APPLICATION COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION SHELF ANGLES,LINTELS,LEDGES,AND OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN G.CABINET CATCHES(WHERE SHOWN):KV 916 ALUMINUM,OR APPROVED EQUIVALENT. 2.PERFORM I AIR CONTENT TEST(ASTM C 231)FOR EACH SET OF COMPRESSIVE STRENGTH CYLINDERS. SEALANT MATERIAL,FULL THICKNESS OF THE CONSTRUCTION ELEMENT TO PROVIDE A SMOKE SEAL AND AND WITH MANUFACTURER'S EPA-REGISTERED LABEL FOR PRODUCTS.MIX SOIL TREATMENT TERMITICIDE WALL,AND WHERE INDICATED.PREPARE MASONRY SURFACES BY ELIMINATING PROJECTIONS THAT H.FULL EXTENSION DRAWER SLIDES(100 LB.CAPACITY FOR DRAWERS UP TO 24"WIDE): PE ETRATION RATING EQUIVALENT TO ADJACENT RATED CONSTRUCTION. SOLUTION TOA UNIFORM CONSISTENCY.PROVIDE QUANTITY REQUIRED FOR APPLICATION AT THE LABEL VOLUME COULD PUNCTURE FLASHING.BEFORE COVERING WITH MORTAR,SEAL PENETRATIONS IN FLASHING GRANT 5632,ACCURIDE 3832SC SELF-CLOSING,OR APPROVED EQUIVALENT. G.REFIN SH EXPOSED SURFACES TO MATCH ADJACENT FINISHES.FOR CONTINUOUS SURFACES,REFINISH TO AND RATE FOR MAXIMUM SPECIFIED CONCENTRATION OF TERMITICIDE,ACCORDING TO MANUFACTURERS WITH ADHESIVE,SEALANT,OR TAPE AS RECOMMENDED BY FLASHING MANUFACTURER. 1.FULL EXTENSION HEAVY LOAD DRAWER SLIDES(150 LB.CAPACITY FOR DRAWERS UP TO NEAREST INTERSECTION;FORAN ASSEMBLY,REFINISH ENTIRE UNIT. EPA-REGISTERED LABEL,TO THE FOLLOWING SO THATA CONTINUOUS HORIZONTAL AND VERTICAL TERMITICIDAL E.WET BR CK WITH ABSORPTION RATES GREATER THAN 20 G.130 SQ.INJMIN.AS DETERMINED BY 30"WIDE):ACCUR'DE 4034,ORAPPROVED EQUIVALENT. 8.CUTIN-PLAC CONSTRUCTION BY SAWING,DRILLING,BREAKING,CHIPPING,GRINDING,AND SIMILAR BARRIER OR TREATED ZONE IS ESTABLISHED AROUND AND UNDER BUILDING CONSTRUCTION.DISTRIBUTE ASTM C 67,SO THAT RATE OF ABSORPTION WHEN LAID IS LESS THAN THIS AMOUNT.USE BRICK J BALL BEARING,RAIL MOUNT,FULL EXTENSION,ANTI-TILT,HEAVY DUTY DRAWER SLIDES D1500 TEMPORARY FACILITIES AND CONTROLS OPERATIONS,INCLUDING EXCAVATION,USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR TREATMENT EVENLY. INSTITUTE OF AMERICA RECOMMENDED PROCEDURE OF PLAYING A HOSE STREAM ON A PILE OF BRICK (200 LB.CAPACITY FOR DRAWERS UP TO 42"WIDE):ACCURIDE 3641 WITH OPTIONAL ADJOINING CONSTRUCTION. A.SLABS ON GRADE:UNDER GROUND SUPPORTED CONSTRUCTION INCLUDING SHALLOW FOOTINGS,BUILDING UNTIL WATER RUNS FROM THE PILE ONE-DAY BEFORE BRICK ARE TO BE USED.INVERYWARM 4180-0345-XE GANG LOCKING SYSTEM,OR APPROVED EQUIVAL NT. co A.IN GENERAL,USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING AND GRINDING,NOT HAMMERING SLABS,AND ATTACHED SLABS AS AN OVERALL TREATMENT,AND APPLIED BEFORE SHALLOW FOOTINGS AND SLABS WEATHER,PLAY HOSE STREAM ON PILE SEVERAL HOURS BEFORE BRICK ARE USED. K.BALL BEARING,RAIL MOUNT FULL EXTENSION HEAVY DUTY LATERAL DRAWER SLIDES(200 1.UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS,WATER,GAS,LIGHTING,POWER AND CHOPPING.CUT HOLES AND SLOTS AS SMALL AS POSSIBLE,NEATLY TO SIZE REQUIRED,AND WITH MINIMUM 27-1 AND TELEPHONE CONDUITS AND WIRES,SEWER LINES,STREETS,CURBS,DRIVEWAY APPROACHES, ARE PLACED.PROTECT TERMITICIDE SOLUTION,DISPERSED IN TREATED SOILS AND FILLS,FROM BEING DILUTED F.M SONRYJOINTS MAINTAIN JOINT WIDTHS SHOWN,EXCEPT FOR MINOR VARIATIONS REQUIRED LB.CAPACITY FOR DRAWERS UP TO 42"WIDE INSIDE OR UNDERCARRIAGE MOUNTING): TREES,LANDSCAPING,BUILDINGS AND OTHER SURFACE AND SUBSURFACE STRUCTURES AND DISTURBANCE OFADJ UNTIL GROUND-SUPPORTED SLABS ARE INSTALLED.USE WATERPROOF BARRIER ACCORDING TO TOMAINTAI BONDALIGNMENT.IF NOT OTHERWISE INDICATED,LAY WALLS WITH 3/8"(lG-MM) ACCURIDE 3640,OR APPROVED ED IVALENT. ---- 0 LINES,OPENINGS,PAVING,CURBS AND WALKS,FURNISHINGS,EQUIPMENT,AND SIMILAR EPA-REGISTERED LABEL INSTRUCTIONS.POST WARNING SIGNS IN AREAS OF APPLICATION. Jol NTS.PROVIDE EXPANSION JOINTS AND CONTROL JOINTS WHERE INDICATED,OR IF NOT INDICATED L.BALL BEARING,RAIL MOUNT,FULL EXTENSION PENCIL DRAWER SLIDES ACCURIDE2632, IMPROVEMENT ITEMS SHALL BE PROTECTED BY CONTRACTOR AND SHALL NOT BE DISTURBED, SPACED AT NOT MORE THAN 30-FEET ON CENTER AND FREE OF MORTAR TO RECEIVE SEALNT AND OR 2006,OR APPROVED EQUIVALENT. DISCONNECTED OR DA AGED BY HIM DURING PROGRESS OF WORK.SHOULD CONTRACTOR IN BACK R ROD ONLY.WHEN MORTAR IS THUMBPRINT HARD,TOOL EXPOSED JOINTS SLIGHTLY CONCAVE. M.BALL BEARING,RAIL MOUNT,FULL EXTENSION KEYBOARD DRAWER SLIDES ACCURIDE RAKE OUT MORTAR IN PREPARATION FORAPPLICATION OF CAULKING OR SEALANTS WHERE SHOWN. 2632,OR 20G9,ORAPPROVED EQUIVALENT. P RFORMANCE OF WORK DISTURB,DISCONNECT OR DAMAGE ANY OF THE ABOVE ITEMS, REMOVE,REPAIR,OR REPLACE SUCH DISCON ECTED OR DAMAGED ITEMS WITH MATERIALS, 10.CL ANING BRICK MASONRY CLEAN EXPOSED BRICK MASONRY SURFACES BY THE BUCKET AND N BALL BEARING,RAIL MOUNT,FULL EXTENSION VERTICAL FLIPPER DOOR SLIDES CONSTRUCTION,AND IMPROVEMENTS MATCHING EXISTING UNDAMAGED WORK AND RESTORE TO BRU H METHOD OR BY HIGH-PRESSURE WATER METHOD,AND AS RECOMMENDED BY BIA TECHNICAL ACCURIDE 123,OR APPROVED EQUIVALENT. UJI R TECTION OF THE WORK UNTIL REMOVAL OF TEMPORARY PROTECTION IS APPROVED BY GENERAL-PURPOSE DETERGENT CLEANER FAILS TO REMOVE PERSISTENT STAINS,TO ACHIEVE A RENTLY IN EACH ROOM AND KEYED TO BUILDINGKEYING SYSTEM,OR APPROVED UNIFORMA PEARANCE TO MATCH APPROVED MOCK-UP.DONOTUSEACID.PROVIDEEXPOSED EQUIVALENT. ,RCHITECT. "CLEANING BRICK MASONRY."USE GENERAL-PURPOSE DETERGENT CLEANER SPECIFIED TO 0.CIL SET RODS(WHERE SHOWN):KV-2,ORAPPROVED EQUIVALENT. 0 A CONDITION AS GOOD AS OR BETTER THAN EXISTED PRIOR TO SUCH DISTURBANCE, NOTES 2 P.CUPBOARD DOORAND DRAWER LOCKS:YALE 5591 X US 26D X 6 PIN TUMBLER KEYED D SCONNECT ON OR DAMAGE AT NO ADDITIONAL EXPENSE TO OWNER.PROVIDE TEMPORARY C EAN ALL EXPOSED BRICK MASONRY.USE SPECIALTY CLEANERS SPECIFIED WHEN P DIFFE .CONTRACTOR IS RESPONSIBLE FOR THE WORK AND PROPERTY OF OTHERS THAT IS IN SURFACES THAT ARE CLEAN AND FREE OF MORTAR,DIRT,STAINS,AND DISCOLORATION. Q.WARDROBE DOOR LOCK YALE 511 X US 26D X 6 PIN TUMBLER KEYED DIFFERENTLY IN CONTRACTORS CARE,CUSTODY, IND CONTROL AT ALL TIMES DURING PROGRESS OF THE WORK EACH ROOM AND KEYED TO BUILD NG KEYING SYSTEM OR APPROVED EQUIVALENT. AN UNTIL FINAL ACCEPTANCE.SECURE AND LOCK THE PREMISES WHEN WORKMEN ARE NOT R ELBOW CATCHES(INACTIVE LEAF OF LOCKED PAIRS OF DOORS):IVES 2A92ALUMINUM,OR PRESENT. APPROVED EQUIVALENT. spo �� r" Q,W� 06400 ARCHITECTURAL WOODWORK 08710 DOOR HARDWARE Z(p - Q� L Um o S.COUNTERTOP GROMMETS:DOUG MOCKETT 8 COMPANY,INC.'BG SERIES',BLACK PLASTIC, 1.PROVIDE COMMERCIAL DOOR HARDWARE FOR OPENINGS SHOWN AND SCHEDULED ON THE DRAWINGS. 09900 PAINTS AND COATINGS 10505 METAL LOCKERS C.PERSONNEL DOORS:3/4 INCH(19 MM)EXTERIOR GRADE SOLID WOOD CORE;1 INCH(25 MM) ¢ 4 v ORAPPROVED EQUIVALENT,UNLESS OTHERWISE INDICATED OR DIRECTED BYARCHITECT. 2.COORDINATE DOOR HARDWARE WITH OTHER WORK.FURNISH SHOP DRAWINGS OF OTHER WORK WHERE TOTAL THICKNESS;LIGHT TO MEDIUM DUTY. h REQUIRED OR REQUESTED TO COORDINATE INSTALLATION. 1.SUBMIT PRODUCT DATA FROM MANUFACTURER FOR PROPOSED USE.INCLUDE PRODUCT DESIGNATION AND 1.PROVIDE FULLY-RECESSED STANDARD STEEL LOCKERS PRODUCED BY LYON METAL 1.FACING:FULL LENGTH STAINLESS STEEL PANELS.MODEL SCP-3 T.STAINLESS STEEL TRIM;TYPE 304,NO.8 FINISH UNLESS OTHERWISE SHOWN;SHAPES AS ( ) 3.PREPARE DOOR HARDWARE SCHEDULE UNDER THE SUPERVISION OF SUPPLIER,DETAILING FABRICATION AND GRADE OF EACH PAINT AND COATING TYPE,SURFACE PREPARATION MATERIALS AND PROCEDURES,ANO PRODUCTS,ALIEF,TX,(TEL)800-545-5752,REPRESENTED BV HOUSTON STEEL EQUIPMENT, INDICATED. a.FULL LENGTH PANELS:18 GAUGE(1.27 MM)STAINLESS STEEL BOTH SIDES;STAINLESS ASSEMBLY OF DOOR HARDWARE,AS WELL AS PROCEDURES AND DIAGRAMS.COORDINATE THE FINAL DOOR PRODUCT ANALYSIS AND PERFORMANCE CHARACTERISTICS FOR EACH PAINT AND COATING TYPE. HOUSTON,TX,(TEL)713-8fi9-7326.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,EQUIVALENT O PROVIDE WOOD PRODUCTS FOR WHICH ALL SOLID AND VENEER WOOD MATERIAL STEEL TOP HINGE COVERS. COUN IL(SC)AC REDITAINABLYMANAON AGENCY.CERTIFIED BYAFOREST STEWARDSHIP HARDWARE SCHEDULE WITH DOORS,FRAMES,AND RELATED WORK TO ENSURE PROPER SIZE,THICKNESS,HAND, 2.SUBMIT.SU MIT 12X12I CHTEXTURES MPESON SHOUMBOA DBAKI LUSTER,ON REPRESENTATIVE UNITSPRODUCEDB RINTERIORIMERAGESYST 00-6477155, ILL BE ACCEPABLE PRODUCTS, COUNCIL(FSC)ACCREDITED CERTIFICATION AGENCY. FUNCTION,AND FINISH OF DOOR HARDWARE. SUBSTRATE.SUBMIT 12X12 INCH TEXTURE SAMPLES ON GYPSUM BOARD BACKING. (TEL)713455-7864,OR INTERIOR/MEDART,(TEL)800$47-7155,WILL BE ACCEPTABLE AS 2.FACING:FULL LENGTH ALUMINUM PANELS.(MODEL SCP4) 11.ADHERE WOOD VENEERAND PLASTIC LAMINATE TO SUBSTRATE USING ADHESIVES THAT A.FORMAT:COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT INDOOR HARDWARE INSTITUTE'S 3.PROVIDE I GALLON CONTAINERS EXTRA STOCK OF EACH COLOR FINISH COAT TO THE OWNER. APPROVED. a.FULL LENGTH PANELS:0.032INCH(0.81 MM)TEMPERED ALUMINUM ALLOY,SATIN COMPLY WITH LOW-VOC(VOLATILE ORGANIC COMPOUND)REQUIREMENTS. "SEQUENCEAND FORMAT FOR THE HARDWARE SCHEDULE.' 4.SEEFINISH LEGEND AND SCHEDULES FOR PAINT TYPES AND COLORS. 2.LOCKERTYPE:PROVIDE STANDARD DUTY STEEL LOCKERS IN THE SIZES AND ANODIZED FINISH,BOTH SIDES. B.ORGANIZATION:ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS INDICATING 5.INTERIOR WOOD-PAINTED: ARRANGEMENTS SHOWN. b.FULL LENGTH PANELS:0.032 INCH 0 81 MM TEMPERED ALUMINUM ALLOY,SATIN 12.STANDING AND RUNNING TRIM AND RAILS:COMPLY WITH AWI SECTION 300 FOR STANDING (' ) AND RUNNING TRIM BASE AND MOLDINGS. COMPLETE DESIGNATIONS OF EVERY ITEM REQUIRED FOR EACH DOOR OR OPENING. A.LATEX EGGSHELL LOW ODOR ENAMEL FINISH:2 FINISH COATS OVER PRIMER. A.BODY:FORM BACKS,TOPS,BOTTOMS,SIDES,AND INTERMEDIATE PARTITIONS FROM STEEL ANODIZED FINISH WITH DECORATIVE LAMINATE,BOTH SIDES. U A.INTERIOR TRIM AND RAILS FOR TRANSPARENT FINISH:"CUSTOM GRADE",OF SPECIES AND C.PROVIDE COMPLETE HARDWARE SETS FOR ALL OPENINGS SHOWN,IN COMPLIANCE WITH LOCAL CODES AND 1.PRIMER:LATEX-BASED INTERIOR LOW-ODORWHITE PRIMER. SHEET;FLANGED FOR DOUBLE THICKNESS AT BACKVERTICAL CORNERS. c.FULL LENGTH PANELS:0.032 INCH(O.81 MM)TEMPERED ALUMINUM ALLOY,SATIN U CUT INDICATED ON THE FINISH LEGEND. NDUSTRYSTANDARDS. A.ICI:LIFEMASTER 2000 INTERIOR PRIMER-SEALER(LM9116) 1.MATERIAL SHEET THICKNESS:0.0239 INCH(0.60 MM). ANODIZED FINISH,BACK;0.0321NCH 0.81 MM TEMPERED ALUMINUM ALLOY,SATIN B.INTERIOR TRIM FOR OPAQUE FINISH:"CUSTOM GRADE";EASTERN WHITE PINE,SUGAR PINE, D.COORDINATE DOOR FUNCTION AND KEYING WITH OWNER. B.MOORE:ECO SPEC INTERIOR LATEX PRIMER SEALER 231 2.EXPOSED ENDS:FORM EXPOSED ENDS OF NONRECESSED LOCKERS FROM MINIMUM ANODIZED FINISH WITH DECORATIVE LAMINATE,FRONT. I DAHOWHITE PINE,CLEAR HEART REDWOOD,OR PONDEROSA PINE. 4.FIRE-RATED DOOR ASSEMBLIES:PROVIDE DOOR HARDWARE FOR ASSEMBLIES COMPLYING WITH NFPA 80 C.PIT SBURGH:PURE PERFORMANCE LATEX PRIMER 9-2 0.0598-INCH-(1.50-MM-)THICK STEEL SHEET. 13.ARCHITECTURAL CABINETS,LAMINATE CLAD:COMPLY WITH AWI SECTION 400 AND THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING D.S-W.HARMONY LOW ODOR INTERIOR LATEX PRIMER B11W900 B.FRAMES:FORM CHANNEL FRAMES FROM MINIMUM 0.0598-INCH-(1.50-MM-)THICK STEEL d.BASE PLATES:12 INCHES(305 MM)HIGH,18 GAUGE(1.27 MM)STAINLESS STEEL,BOTH DIVISION 400B,AND AWI'ARCHITECTURAL CASEWORK-GENERAL". JURISDICTION,FOR FIRE RATINGS INDICATED,BASED ON TESTING ACCORDING TO NFPA252. 2.FIRST AND SECOND FINISH COATS:INTERIOR EGGSHELL LOW ODORLATEX ENAMEL. SHEET;LAPPED AND WELDED AT CORNERS.FORM CONTINUOUS INTEGRAL DOOR STRIKE ON SIDES. 5.SUPPLIER QUALIFICATIONS:DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN PROJECT'S A.ICI:LIFEMASTER 2000 INTERIOR EGGSHELL(LM9300) VERTICAL FRAME MEMBERS.PROVIDE RESILIENT BUMPERS TO CUSHION DOOR CLOSING. e.BASE PLATES: HIGH,18 GAUGE(1.27 MM)STAINLESS STEEL,BOTH J A.LAMINATE CLAD CABINETS:"CUSTOM GRADE';FLUSH OVERLAY CONSTRUCTION,WITH ANV 1.LATCH HOOKS:FORM FROM MINIMUM 0.1046-INCH-(2.70-MM-)THICK STEEL;WELDED OR CLOSED RAINED HARDWOOD LISTED IN THE REFERENCED"QUALITY STANDARD"FOR THE VICI COURSE WHTHE WORK TO CON ULT WI IED ARCRACTOR,ALHARDWARECOWNERABOAVAILABLE DURING B.PITTSB GH SPEC PERFORLATEX EGGSHELL ENAMEL 223 SIDES. QUALITY GRADE SPECIFIED. THE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR,ARCHITECT,AND OWNERABOUT DOOR HARDWARE C.S-W HURMO PURE PERFORMANCE EGGSHELL941E RIVETED S DOORFRAMES. 3.FACING:DECORATIVEPLASTIC LAMINATE.(MODELSCP. AND KEYING. D.NTE HARMONY LOW ODOR INTERIOR LATEX EGSHEL,B9 SERIES C.DOORS:ONE-PIECE STEEL SHEET,FORMED INTO CHANNEL SHAPE AT VERTICAL EDGES e.TOP PANELS:DECORATIVE LAMINATE,BOTH SIDES. B.PANEL PRODUCT FOR EXPOSED PANEL PRODUCT PARTS WITH HIGH PRESSURE DECORATIVE LAMINATE SHALL 6.INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.DO NOT 6.INTERIOR FERROUS METAL: AND FLANGED AT RIGHT ANGLES AT TOP AND BOTTOM EDGES.FABRICATE TO PREVENT BE MEDIN THEREFE FIBERBOARD ITY STANDA D"FO THE NEAR CORE PLYWOOO,ORL EXCEPT HELVES WOOD I NSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED.SET A.LATEX SEMI-GLOSS LOW ODOR ENAMELFINISH:2 FINISH COATS OVER PRIMER. SPRINGING WHEN OPENING OR CLOSING,AND TO SWING 180 DEGREES. b.BASE PLATES:48 INCHES(1219 MM)HIGH,18 GAUGE(1.27 MM)STAINLESS STEEL, I LISTED IN THE REFERENCED"QUALITY STANDARD"FOR THE QUALITY GRADE SPECIFIED,EXCEPT SHELVES 1.SHEET THICKNESS:0.0598 INCH(1.50 MM)MINIMUM. BOTH SIDES;STAINLESS STEEL EDGE TRIM. SPANNING MORE THAN I2'SHALL BEVENEER OR LUMBER CORE PLYWOOD ONLY. NECESEVEL,PRPROPERTSTALL LINEANDLOERATINWITHUTBIREINFORCEATTACHMENTSUBSTRATESAS 1.PRIMER:LASTER2OO INTEERIORLOER-SEAWHITEPRIMER. 2.REINFORCEMENT:BRACE OR REINFORCE INNER FACE OF DOORS MORE THAN 15 INCHES(381 4.FACING:DECORATIVE PLASTIC LAMINATE.MODEL SCP$ C.PANEL PRODUCT FOR SEMI-EXPOSED PANEL PRODUCT PARTS WITH HIGH PRESSURE DECORATIVE LAMINATE NECESSARY FOR PROPER INSTALLATION AND OPERATION WITHOUT BINDING OR FAILURE. A.ICI:LIFEMASTER 2000 INTERIOR PRIMER-SEALER(LM9116) ( ) A.INTERIOR DOOR OPERATING FORCE:ADJUST HARDWARE OPERATION AT INTERIOR NON-FIRE-RATED DOORS B.MOORE:ECO SPEC INTERIOR LATEX PRIMER SEALER 231 MM)WIDE. a.TOP PANELS:0.0321NCH(O.Bi MM)DECORATIVE LAMINATE,BOTH SIDES. Q SHALL BE SAME U FOR EXPOSED SURFACES. TO PROVIDE AN OPENING FORCE NOT GREATER THAN 5-LBF AT A POINT 3 INCHES FROM LATCH,MEASURED TO C.PITTSBURGH:PURE PERFORMANCE LATEX PRIMER 9-2 3.VENTS: STAMPED LOUVERED IN DOOR FACE. b.BASE PLATES:18 INCHES(457 MM)HIGH 18 GAUGE(1.27 MM)STAINLESS STEEL BOTH D.PANEL PRODUCT FOR SEMI-EXPOSED PANEL PARTS FOR OPAQUE FINISH SHALL BE MEDIUM DENSITY D.HINGES:STEEL,FULL LOOP,5 OR 7 KNUCKLE;TIGHT PIN;MINIMUM 2INCHES(51 MM)HIGH. LL LEADING EDGE OF DOOR. D.S-W:HARMONY LOW ODOR INTERIOR LATEX PRIMER 811W900 SIDES;STAINLESS STEEL EDGE TRIM. FIBERBOARDOR MEDIUM DENSITYOVERLAYPARTICLEBOARD,EXCEPTSHELVES SPANNING MORE THAN 3fi"SHALL 2.FIRST AND SECOND FINISH COATS:INTERIOR SEMI-GLOSS LATEX ENAMEL. WELD R INSIDE LEDOORFRAME ANDATTACHTO DOOR WITH ATLEASTTWO m B.EXTERIOR AND FIRE RATED DOOR OPENING FORCE:AT EXTERIOR DOORS ANO FIRE-RATED DOORS,ADJUST 5.WINDOW SIZE:9INCHES(229 MM)WIDE BY 141NCHES(356 MM)HIGH. BE A PLIA CORECORATI E ROTARY CUT BIRCH LAD:"C STOMGRADE"; AACI:LIFEMASTER 2000 INTERIOR SEMI-GLOSS LM9200 FACTORY-INSTALLED FASTENERS THAT ARE COMPLETELY CONCEALED AND TAMPER RESISTANT Q E APPLIANCE DECORATIVE PANELS,LAMINATE CLAD:'CUSTOM GRADE",FLUSH ORATI V CONSTRUCTION, HARDWARE OPENING FORCE IN SMALL INCREMENTS ABOVE THE OPENING FORCE REQUIRED FOR INTERIOR ( ) fi.WINDOW SIZE:_WIDE BV_HIGH. MEDIUM DENSITY FIBERBOARD CORE PLYWOOD PANEL WITH HIGH PRESSURE DECORATIVE LAMINATE NT NON-FIRE-RATED DOORS TO CLOSE AND LATCH THE DOOR. B.PITTSB GH SPEC INTERIOR LATEX SEMI GLOSS 9-5 WHEN DOOR IS CLOSED. - C.PITiSBURGH:PURE PERFORMANCE SEMIGLOSS 9510 1.PROVIDE AT LEAST 3 HINGES FOR EACH DOOR MORE THAN 421NCHE5(1067 MM)HIGH ANO 7.WINDOW SIZE: DIAMETER. (� .. C.CLOSER SWEEP ADJUSTMENT:ADJUST CLOSER SWEEP PERIOD SO THAT FROM A 70-DEGREE OPEN POSITION, B.WINDOW MOLDING:BLACK RUBBER MOLDING. p EXPOSED FACE AND BACKER GRADE ON CONCEALED FACE.COORDINATE SIZE AND EDGE REQUIREMENTS WITH DOOR WILL TAKE AT LEAST 35ECON05 TO MOVE TOAPOINT 3INCHES FROM LATCH,MEASUREDTO LEADING 7.INTE IORNONYLOWOSM INTERIOR COATS ST GLOSS,ALUMIN M): AT ACCESHINGES FOR EACH OOOR421NCHE5(1067 MM)HIGH ORLESS. Q R E.LMINATEANUFACTOSED SURFACES ANDS. EDGE OF DOOR. 7.LTEXSEMI-N-FERROUS METAL(ZINCCOATED ST FINISH OATS OVER E.ACCESSORIES: 9.GLAZING:CLANSLUCET tV E.LAMINATE FOR EXPOSED SURFACES AND EDGES:GP50 GRADE. A.LATEX SEMI-GLOSS LOW ODOR ENAMEL FINISH:2 FINISH COATS OVER PRIMER. 1.NUMBER TAGS:PROVIDE NUMBER TAGS ON ALL LOCKERS. 10.GLAZING:TRANSLUCENT ACRYLIC. F.LAMINATE FOR SEMI-EXPOSED SURFACES AND EDGES:GP-28 GRADE. 1.PRIMER:LATEX-BASED INTERIOR LOW-ODOR WHITE PRIMER. 3.LOCKER SIZES AND ARRANGEMENTS 11.GLAZING: O 15.ARCHITECTURAL CABINET TOPS:COMPLY WITH AWI SECTION 400 AND DIVISION 400C,AND AWI A.ICI:LIFEMASTER 2000 INTERIOR PRIMER-SEALER(LM9116) A.PROVIDE TYPE"DT"LOCKERS:STANDARD STEEL LOCKERS,DOUBLE TIER;EACH LOCKER 12" 12.LAMINATE FINISH:AS SELECTED FROM MANUFACTURER'S STANDARD SELECTION. 'ARCHITECTURAL CASEWORK-GENERAL'.PROVIDE THE FOLLOWING: B.MOORE:EGO SPEC INTERIOR LATEX PRIMER SEALER231 WIDE BY 18'DEEP BY 36"HIGH,WITH FLUSH DOOR WITH LATCH ARRANGED TO RECEIVE PADLOCK BY 13.PROVIDE JAMB GUARDS AND BASE PLATES AS SPECIFIED IN ACCESSORIES BELOW. _ 6 � A.LAMINATE CLAD TOPS:'CUSTOM GRADE",WITH GP50 GRADE LAMINATE AT EXPOSED SURFACES AND EDGES, C.PITTSBURGH:WALLHIDE PRIMER 80-45 OTHERS. BK50 GRADE BACKER SH EETAT UNDERSIDE OF PANEL CORE,INTERIOR TYPE iMi MEDIUM DENSITY 08800 GLASS AND GLAZING D.S-W:HARMONY LOW ODOR INTERIOR LATEX PRIMER B11W900 D.PERSONNEL DOORS:CAFE AND GATE DOORS;3/4 INCH(19 MM)EXTERIOR GRADE SOLID WOOD Q 5 PARTICLEBOARD PANEL CORES,EXCEPT AT TOPS WHERE SINKS OCCUR,USE APA EXTA-C VENEER PLYWOOD OR 2.FIRST AND SECOND FINISH COATS:INTERIOR SEMIGLOSS LATEX ENAMEL. CORE;1 INCH 25 MM TOTAL THICKNESS. EXTERIOR TYPE 2M2 PHENOLIC RESIN PARTICLEBOARD.LAMINATE CORE TO RAILS,EXCEPT PROVIDE 1.COMPLY WITH APPLICABLE STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS(16 CFR 1201)ISSUED BY A.ICI:LIFEMASTER 2000 INTERIOR SEMI-GLOSS(LM9200) SECTION 08380-TRAFFIC DOORS 1.FACING:DECORATIVE PLASTIC LAMINATE. GLUED-UNDER-PRESSURE LUMBER DROP EDGE WITH DADO AND RABBET CONTINUOUS LOCK JOINT WHEREVER CONSUMER PRODUCTS SAFETY COMMISSION ON JANUARY 6,1977,WITH ALL AMENDMENTS THERETO. B.MOORE:ECO SPEC INTERIOR LATEX SEMI GLOSS 224 UNSUPPORTED AREA OF TOP EXCEEDS 4 SQ.FT.USE MAXIMUM LENGTH LAMINATE WITH A MINIMUM NUMBER OF 2.PRIMARY FLOAT GLASS PRODUCTS:PROVIDE LIGHTS OF THE FOLLOWING ANNEALED PRIMARY GLASS TYPES C.PITTSBURGH:PURE PERFROMANCE SEMIGLOSS 9510 a.CAFE LENGTH PANELS:0.032 INCH(0.81 MM)DECORATIVE LAMINATE,BOTH SIDES. JOINTS.INSTALL LAMINATE ON EDGE FIRST AND THEN ON SURFACE.UNIFORMLY BEVEL EDGES 15 DEGREES CONFORMING TO ASTM C 1036,INCLUDING REFERENCES TO TYPE,CLASS,QUALITY,AND IF APPLICABLE,FORM, D.S-W:HARMONY LOW ODOR INTERIOR LATEX SEMI-GLOSS,B10 SERIES. PART 1 GENERAL b.EDGE TRIM:BLACK PLASTIC. FROM EDGE SURFACE. FINISH,MESH AND PATTERN.PROVIDE HEAT STRENGTHENED OR FULLY TEMPERED GLASS COMPLYING WITH B.PRIMER/WATERBORNE DRYFALL TOPCOAT(INTERIOR EXPOSED CONDUIT,ELECTRICAL BOXES,PIPING, 2.APPLICATION:GATE DOORS.(MODEL SCP-GATE) B.SUB-TOPS TO RECEIVE STONE:EXTERIOR GRADE PLYWOOD WITH A GRADE TOP FACE OR EXTERIOR TYPE 2M2 ASTM C 1048,INCLUDING REFERENCES TO KIND,CONDITION,TYPE,QUALITY AND CLASS.PROVIDE LAMINATED DUCTWORK,HANGERS AND HANGER WIRE,AND INSULATION): 1.1 SECTION INCLUDES 3.APPLICATION:CAFE DOORS.(MODEL SCP-CAFE) PHENOLIC RESIN PARTICLE BOARD. GLASS COMPLYING WITH ASTM C 1172,INCLUDING REFERENCES TO KIND,CONDITION,TYPE,QUALITY,AND CLASS. 1.SURFACE PREPARATION:SOLVENT CLEAN IN ACCORDANCE WITH SSPC SP1.USE CLEAN TACK CLOTH.ALL A.LIGHT TO MEDIUM DUTY TRAFFIC DOORS. 4.CONTOURS:NONE. 16.CLOSET AND UTILITY SHELVING:COMPLY WITH AWI SECTION 600.PROVIDE THE FOLLOWING: A.FULLY TEMPERED CLEAR FLOAT GLASS(TYPE G-1):CONDITION A,TYPE I,CLASS 1,QUALITY Q3,KIND FT, SURFACES MUST BE CLEAN AND DRY. B.LIGHT DUN PERSONNEL DOORS. 5.CONTOURS:TOP ONLY. A.SHELVING FOR OPAQUE FINISH:'ECONOMY GRADE';PONDEROSA PINE OR POPLAR LUMBER,OR BIRCH FACED MINIMUM 6-MM(0.23 INCH)THICK. 2.PRIMER:WATER BASED METAL PRIMER OR ALKYD METAL PRIMER TINTED TO MATCH TOPCOAT. C.HARDWARE AND ACCESSORIES. 6.CONTOURS:TOP AND BOTTOM. VENEER CORE PLYWOOD SHELVING.WHERE INDICATED,PROVIDE GLUED-UNDER-PRESSURE LUMBER DROP EDGE B.CLEAR LOW-E COATED INSULATING GLASS TYPE G-1:TWO PANES OF 6-MM(0.23-INCH)THICK GLASS LITES A.ICI:DEVGUARD 4160-XXXX WITH DADO AND RABBET CONTINUOUS LOCK JOINT. ENCLOSING A HERMETICALLY SEALED DEHYDRATED 13-MM(12-INCH)AIR SPACE AND COMPLYING WITH ASTM E B.PITTSBURGH:SPEEDHIDE 6-208 1.2 RELATED SECTIONS 2.3 HARDWARE AND ACCESSORIES 17.SHOP AND FIELD FINISHING OF INTERIOR ARCHITECTURAL WOODWORK:COMPLY WITH AWI SECTION 1500; 774,CLASS A REQUIREMENTS AND WITH MANUFACTURER'S STANDARD 13-MM(12-INCH)SPACER,CORNER DESIGN, C.S-W:B50Z SERIES SHOP(FACTORY)FINISH TO GREATEST EXTENT POSSIBLE.SEAL CONCEALED SURFACES WITH SAME FINISH USED DESICCANT,SEALANT,AND SEALING SYSTEM.PROVIDE APPEARANCE AND PERFORMANCE DATA EQUIVALENT TO D.TNEMEC:SPRASAF EN SERIES 30 A,SECTION 05500-METAL FABRICATIONS:STEEL CHANNEL ANGLE OPENING FRAME. A. HINGES:DOUBLE ACTION EASY SWING(R)PROPRIETARY HINGES. ON EXPOSED FACES.STAIN EXPOSED AND SEMI-EXPOSED SAPWOOD TO MATCH HEARTWOOD.PROVIDE THE VIRACON VE 1-2M LOW-E COATED CLEAR INSULATING GLASS UNITS,OR EQUIVALENT BY PPG,INTERPANE OR 3.WATERBORNE ACRYLIC DRYFALL FINISH:PROVIDE ONE SPRAYED ON COAT OF ONE OF THE FOLLOWING [ ][ ] FOLLOWING: B.SECTION Ofi114-WOOD BLOCKING AND CURBING:ROUGH WOOD FRAMING FOR DOOR OPENING. 1. FINISH:ZINC COATED. GUARDIAN INDUSTRIES.PROVIDE UNITS PRODUCED UNDE ATION C IFICATION PROGRAM WITH INSPECTION AND A.ICI:S BURGH STER PRO UNIGRI(SG)1280.1200 2. FINISH:STAINLESS STEEL. O CATALYZED TRANSPARENT FINISH FOR CLOSED GRAIN WOODS:PREMIUM GRADE,AWI FINISH SYSTEM ITH TESTING CONDUCTED BY THE INSULATING GLASS CERTIFICATION COUNCIL WITH A PERMANENT LABEL ON EACH B.S-W:B 2W2(SPEEDHIDE G714(SG) 1.3 SUBMITTALS CONSISTING OFA STAIN COAT OF SHERWIN-WILLIAMS 564 SERIES W/R WIPING STAIN,AVINYL WABHCOAT WITH UNIT. C.S-W:B42W2(SG) SHERWIN-WILLIAMS T67F3 VINYL SEALER 24%(REDUCED 1:6),SANDING WITH 220 GRIT STEARATED PAPER AND 1.VISIBLE LIGHT TRANSMITTANCE:BETWEEN 69 AND 71 PERCENT. D.TNEMEC:SPRASAF EN SERIES 30 TWOTOP COATS OF CATALYZED SHERWIN-WILLIAMS"SHER-WOOD CATALYZED LACQUER"T77 F32 SATIN 2.OUTDOOR VISIBLE LIGHT REFLECTANCE:BETWEEN 9 AND 11 PERCENT. 9.INTERIOR GYPSUM DRYWALL SYSTEMS: A.SUBMIT UNDER PROVISIONS OF SECTION 01300. B. JAMB GUARDS:USE IN HIGH IMPACT TRAFFIC AREAS TO PROTECT THE DOORJAMB AND BOTTOM PIN.INSTALLEDAT CATALYZED LACQUER FOR MEDIUM RUBBED EFFECT. B.PRODUCT DATA:MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED,INCLUDING: BOTTOM EDGES OF DOORS. B.CATALYZED OPAQUE CONVERSION VARNISH FINISH FOR OPEN AND CLOSED GRAIN WOODS:PREMIUM GRADE, 3.ASHRAE U-VALUE-WINTER NIATIME 0.6. A.PRIMERLLA LOWASEDIN ERIORLOW-SOR WHITFINISH COATS OVER PRIMER. 1.PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. 1. FINISH:ZINC COATED. 4.SHADIN CVALUE-SUMMER DAYTIME:0ND 1.PRIMER:LASTER2 OO INTEERIORLO ER-SEA WHITEPRIMER. AWI FINISH SYSTEM OP4 CONSISTING OFA PRIMERSURFACER COAT OF SHERWIN-WILLIAMS V845ERIES S.SHADING COEFFICIENT:BETWEEN 0.43 AN00.45. A.ICI:LIFEMASTER 20001NTERIOR PRIMER-SEALER(LM9116) 2.STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. 2. FINISH:STAINLESS STEEL. CONVERSION VARNISH WITH MAXIMUM 4-6 OZ.PER GALLON LEVEL OF COLORANT,FOLLOWED BY SCUFF SANDING G.MIRROR GLASS:CLEAR ANNEALED FLOAT GLASS,TYPE I,CLASS 1,QUALITY Q2(MIRROR GLAZING),1/4'THICK, B.MOORE:ECO SPEC INTERIOR LATEX PRIMER SEALER 231 3.INSTALLATION METHODS. 3. SIZE:5INCHES(127 MM)WIDE BY 18 INCHES(457 MM)HIGH. WITH 200 GRIT STEARATED PAPER AND TWO TOP COATS OF CATALYZED SHERWIN-WILLIAMS"SHER-WOOD WITH 2 COATS OF CHEMICALLY APPLIED SILVER WITH ELECTROLYTIC COPPER COATING(0.0002"THICK), C.PITTSBURGH:PURE PERFORMANCE PRIMER 9-2 4.OPERATION AND MAINTENANCE DATA. 4. SIZE:3INCHES(76 MM)WIDE BY 9INCHES(229 MM)HIGH. KEMVAR'V84F62 SATIN CONVERSION VARNISH WITH MAXIMUM 4$OZ.PER GALLON LEVEL OF COLORANT. FOLLOWED BY 2 PROTECTIVE COATS OF CLEAR VARNISH OR SHELLAC APPLIED TO SILVERED AND COPPERED D.S-W:HARMONY LOW ODOR INTERIOR LATEX PRIMER B11W900 C.SHOP DRAWINGS:SHOW FABRICATION AND INSTALLATION DETAILS;INCLUDE DOOR ELEVATIONS, 18.INSTALL WOODWORK PLUMB,LEVEL,TRUE AND STRAIGHT WITH NO DISTORTIONS.SHIM AS REQUIRED USING SURFACE AND TO ALL MIRROR EDGES,FOLLOWED BY FINAL COAT OF MIRROR BACKING PAINT TO PRODUCE A 2.FIRSTAND SECOND FINISH COATS:LATEX-BASED INTERIOR LOW ODOR FLAT PAINT. HEAD,JAMB,AND MEETING STILE DETAILS INCLUDING FULL OR PARTIAL GASKETS. C. SPRING BUMPERS:EASY SPRING BUMPERS,0.25 INCH(6MM)THICK HIGH IMPACT RESISTANT THERMOPLASTIC. CONCEALED SHIMS.INSTALL TO A TOLERANCE OF 1/8 INCH IN 8'-0"FOR PLUMB AND LEVEL(INCLUDING TOPS);AND COATING SYSTEM COMPLYING WITH FS DD-M411. A.ICL LIFEMASTER 2000 INTERIOR FLAT(LM9100) D.SELECTION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO COMPLETE SETS OF COLOR 1. DIMENSIONS:18 INCHES(457 MM)HIGH. WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES.COMPLY WITH INSTALLATION REQUIREMENTS 3.GLAZING GASKETS:EXTRUDED OR MOLDED,CLOSED-CELL,INTEGRAL-SKINNED GASKETS OF MATERIAL B.MOORE:ECO SPEC INTERIOR LATEX FLAT 219 CHIPS REPRESENTING MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS. 2. DIMENSIONS:24 INCHES(610 MM)HIGH. ESTABLISHED BY REFERENCED STANDARDS. INDICATED BELOW;COMPLYING WITH ASTM C 509,TYPE II,BLACK;AND OF PROFILE AND HARDNESS REQUIRED TO C.PITTSBURGH:PURE PERFORMANCE FLAT 9-110 E.VERIFICATION SAMPLES:FOR EACH FINISH PRODUCT SPECIFIED,TWO SAMPLES,MINIMUM SIZE fi 3. DIMENSIONS:36 INCHES(914 MM)HIGH. MAINTAIN WATERTIGHT SEAL. D.S-W:HARMONY LOW ODOR INTERIOR LATEX FLAT,B5 SERIES INCHES(150 MM)SQUARE,REPRESENTING ACTUAL PRODUCT,COLOR,AND PATTERNS. 4. DIMENSIONS:42 INCHES(1067 MM)HIGH. 4.TRANSLUCENT SILICONE SEALANT:ONE-PART MEDIUM MODULUS TRANSLUCENT SILICONE SEALANT WITH B.LATEX EGGSHELL LOW ODOR ENAMEL FINISH(WALL AREAS ONLY):2 FINISH COATS OVER PRIMER. 5. DIMENSIONS:48 INCHES(1219 MM)HIGH. MINIMUM 325%JOINT MOVEMENT CAPABILITY AND CONFORMING TO ASTM C 920,TYPE S,GRADE NS,CLASS 25. 1.PRIMER:LATEX-BASED INTERIOR LOW-ODOR WHITE PRIMER. F.MANUFACTURER'S WARRANTIES. 6. COLOR:BLACK. USENT,LEL C RIC OMPA Y"SCS USE INDICATEC RNING"DOWC MANU 799". ERAND PRODUCT INCLUDES A.ICI:LIFEMASTER2000 ERIO LATEX PR-SER EALER231 7. COLOR:GRAY. GENERAL ELECTRIC COMPANY"SC51201",OR DOW CORNING'DOW CORNING 799". B.MOORS:ECO SPEC INTERIOR LATEX PRIMER SEALER 231 1.4 DELIVERY,STORAGE,AND HANDLING 5.GLAZING TAPE:AAMA 806.3,100%SOLIDS BUTYL TAPE WITH SPACER ROD;TREMCO"POLYSHIM II'OR PTI'PTI C.PITTSBURGH:PURE PERFORMANCE PRIMER 9-2 8. COLOR:RED. 303 GLAZING TAPE",EXCEPT USE GLAZING TAPE LIGHT KITS APPLICABLE TO UL LISTED(ILL 10C)FIRE-RATED D.S-W:HARMONY LOW ODOR INTERIOR LATEX PRIMER B11W900 A.STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR INSTALLATION. 9. COLOR:BROWN. GLAZI NG ASSEMBLY TIME RATINGS AS PRODUCED BY ZERO INTERNATIONAL,OR EQUIVALENTAND SPECIFIED AS 2.FIRSTAND SECOND FINISH COATS:INTERIOR EGGSHELL LOW ODOR LATEX ENAMEL. DO NOT LAY FLAT. 07210 BUILDING INSULATION PART OF SECTION 08710-DOOR HARDWARE. AACI:LIFEMASTER2000 INTERIOR EGGSHELL(LM9300) 6.SPOT-APPLICATION TYPE,FOR 25%MAXIMUM COVERAGE,1/8"TO 12'THICKNESS;PALMER MIRRO-MASTIC,OR B.MOORE:ECO SPEC INTERIOR LATEX EGGSHELL ENAMEL 223 1.5 PROJECT CONDITIONS D. BASE PLATES:BASE PLATES TO INSTALL ON BASE OF DOOR SURFACE;IN PAIRS FOR FRONT AND BACK. 1.SECTION INCLUDES FURNISHING AND INSTALLING BUILDING INSULATION AT EXTERIOR WALL,SOFFITAND ROOF EQUIVALENT APPROVED BY ARCHITECT.AISI TYPE 3021304 STAINLESS STEEL ANGLE CLIPS AT MIRROR TOP AND C.PITTSBURGH:PURE PERFORMANCE EGGSHELL 9411 1. MATERIAL:STAINLESS STEEL,BOTH SIDES. AREAS SHOWN. BOTTOM EDGES,WITH NO.8 MIRROR POLISHED FINISH.SEE SECTION 0550O FOR MIRROR POLISHED STAINLESS D.S-W:HARMONY LOW ODOR INTERIOR LATEX EGSHEL,B9 SERIES 2. MATERIAL:GALVANIZED STEEL,BOTH SIDES. 2.WHITE VINYL REINFORCED POLYESTER FACED GLASS FIBER OR MINERAL FIBER BLANKET INSULATION:ASTM C STEEL CORNER TRIM. 10.DO NOT THIN PAINT IN EXCESS OF MANUFACTURER'S RECOMMENDATIONS. A.MAINTAIN ENVIRONMENTAL CONDITIONS(TEMPERATURE,HUMIDITY,AND VENTILATION)WITHIN LIMITS 3. MATERIAL:STAINLESS STEEL FRONT;GALVANIZED STEEL BACK 665'TYPE III,CLASS A FLAME SPREAD;OWENS-CORNING"VRP FACED METAL BUILDING INSULATION'OR 7.COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS,SEALANTS,GASKETS,AND 11.APPLY PAINTS AND COATINGS WITHIN MINIMUM DRY FILM THICKNESS RANGE RECOMMENDED BY RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS.DO NOT INSTALL PRODUCTS UNDER q, MATERIAL:0.25 INCH(6MM)THICK THERMOPLASTIC,BOTH SIDES. EQUIVALENT BY JOHNS-MANVILLE OR KNAUF.PROVIDE 2"THICK VRP-FACED R$PLUS 6"THICK UNFACED R-19 OTHER GLAZING MATERIALS,UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED,INCLUDING THOSE IN MANUFACTURER.MATCH FINAL COAT OF PAINT TO APPROVED COLOR. ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE LIMITS. 5. MATERIAL:.090 INCH(2.28 MM)THICK THERMOPLASTIC,BOTH SIDES. BACK-FILL BEHIND ALL VRP-FACED INSULATION,IN EXPOSED TO VIEW PERIMETER WALL AREAS,AND ALL ROOF REFERENCED GLAZING PUBLICATIONS.PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND 12.FINISHES ANDCOLORS:AS INDICATED ON DRAWINGS. 6. COLOR:BEIGE.(101) AREAS. INSTALLATION.REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. 13.THE NUMBER OF COATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE APPLICATION 1.6 WARRANTY 7. COLOR:SAND.(102) 3.FOIL FACED GLASS FIBER OR MINERAL FIBER BLANKET INSULATION:ASTM C 665,TYPE III,CLASS A FLAME DAMAGED GLASS IS GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT,WHEN INSTALLED,COULD METHOD.DO NOT APPLY SUCCEEDING COATS UNTIL THE PREVIOUS COAT HAS CURED AS RECOMMENDED BY THE 8. COLOR:OFF WHITE.103 SPREAD;JOHNS-MANVILLE"FLAME RESISTANT FSK-25'BLANKETS OR OWENS-CORNING'FLAME SPREAD 25;OR WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE.INSTALL SETTING BLOCKS IN SILL RABBETS, COATING MANUFACTURER.SAND BETWEEN APPLICATIONS WHERE SANDING IS REQUIRED TO PRODUCE AN EVEN A.PROVIDE MANUFACTURER'S STANDARD TWO-YEAR WARRANTY THAT PRODUCTS ARE FREE OF ( ) KNAUF'FSK-25 FOIL FACED BLANKET,'OR CERTAINTEED'CERTAPRO THERMAL FSK-25 FACED BATTS.'PROVIDE SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS,UNLESS OTHERWISE REQUIRED BY SMOOTH SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS.SAND LIGHTLY BETWEEN EACH 9. COLOR:RED.(104) 3-12'.THICK,R-11 IN PERIMETER WALLS AND OTHER AREAS INDICATED. DEFECTS IN MATERIAL AND WORKMANSHIP AND GUARANTEEING TO REPLACE(EXCLUSIVE OF 10. COLOR:BLUE.(106) GLASS MANUFACTURER.SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR HEEL BEAD. SUCCEEDING ENAMEL OR VARNISH COAT. FREIGHT AND LABOR)PARTS PROVEN DEFECTIVE WITHIN TWO YEARS AFTER DATE OF SHIPMENT TO 11. COLOR:BLACK.108 4.MISCELLANEOUS MATERIALS CENTER GLASS LIGHTS IN EACH OPENING.PROVIDE EDGE BLOCKING TO COMPLY WITH REQUIREMENTS OF 14.APPLY ADDITIONAL COATS AND BARRIER COATS WHEN UNDERCOATS,STAINS,OR OTHER CONDITIONS SHOW PURCHASER. ( ) A.WIRE:FOR SUPPORT OF BLANKET INSULATION AS INDICATED. REFERENCED GLAZING STANDARD,EXCEPT WHERE OTHERWISE REQUIRED BY GLASS UNIT MANUFACTURER.SET THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM SHEEN,FINISH,COLOR,AND APPEARANCE.GIVE 12. COLOR:BROWN.(109) <PN2.B.TAPES AND SEALANTS:3M NO.8086 CONTRACTOR SHEATHING TAPE. GLASS LIGHTS IN EACH SERIES WITH UNIFORM PATTERN,DRAW,BOW,AND SIMILAR CHARACTERISTICS.INSTALL SPECIAL ATTENTION TO ENSURE THAT SURFACES,INCLUDING EDGES,CORNERS,CREVICES,WELDS,AND 13. COLOR:GRAY.(110) S.INSTALLATION,GENERAL:INSTALL A SINGLE LAYER OF INSULATION OF THE REQUIRED THICKNESS OVER CONTINUOUS SPACERS,OR SPACERS COMBINED WITH CYLINDRICAL SEALANT BACKING,BETWEEN GLASS LIGHTS EXPOSED FASTENERS,RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES. 14. HEIGHT:121 NCHES(305 MM). ENTIRE AREA TO BE INSULATED.CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH AND GLAZING STOPS TO MAINTAIN GLASS FACE CLEARANCES AND TO PREVENT SEALANT FROM EXTRUDING INTO 15.BEFORE APPLICATION OF FINISH COATS,APPLY A PRIME COAT OF MATERIAL AS RECOMMENDED BY THE PART2 PRODUCTS 15. HEIGHT:241 NCHES(610MM). INSULATION.INSTALL INSULATION UNITS TO SUBSTRATE BY THE METHOD INDICATED,OR IF NOT INDICATED GLASS CHANNEL AND BLOCKING WEEP SYSTEMS UNTIL SEALANTS CURE.SECURE SPACERS OR SPACERS AND MANUFACTURER TO MATERIAL THAT IS REQUIRED TO BE PAINTED OR FINISHED AND HAS NOT BEEN PRIME COATED 16. HEIGHT:30 INCHES(762 MM). MECHANICALLY ANCHOR TO PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS.APPLYINSULATION BACKINGS IN PLACE AND IN POSITION TO CONTROL DEPTH OF INSTALLED SEALANT RELATIVE TO EDGE BY OTHERS.CLEAN AND TOUCH-UP PRIME PAINT,WELDS AND OTHER DAMAGED AREAS OF SHOP PRIMED ITEMS. 2.1 MANUFACTURERS 17. HEIGHT:36 INCHES(914 MM). UNITS TO SUBSTRATES BY METHOD INDICATED,COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS TO CLEARANCE FOR OPTIMUM SEALANT PERFORMANCE.TOOL EXPOSED SURFACES OF SEALANTS TO PROVIDE A 18. HEIGHT:48 INCHES(1219 MM). PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS. SUBSTANTIAL WASH AWAY FROM GLASS.WASH GLASS ON BOTH EXPOSED SURFACES IN EACH AREA OF PROJECT A.ACCEPTABLE MANUFACTURER: 19. HEIGHT: A.COMPLY WITH INSULATION MANUFACTURERS WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND NOT MORE THAN FOUR DAYS BEFORE DATE SCHEDULED FOR INSPECTIONS THAT ESTABLISH DATE OF ASO.TEi:TEL: FAX:(800)828-3577.EMAIL: APPLICATION INDICATED.REPAIR ANY TEARS OR PUNCTURES IN VAPOR RETARDERS IMMEDIATELY BEFORE SUBSTANTIAL COMPLETION.WASH GLASS AS RECOMMENDED BY GLASS MANUFACTURER. WEBSITE: E. BUMPER STRIPS:3/4 INCH(19 MM)BY1-1/2 INCHES(38 MM)EXTRUDED 6061-T6 ALUMINUM;SET IS TWO BUMPERS. CONCEALMENT BY OTHER WORK.COVER WITH VAPOR-RETARDER TAPE OR ANOTHER LAYER OF VAPOR B.SUBSTITUTIONS:CONTACT CHARMING CHARLIE 1. MOUNTING:SHIP LOOSE,TO BE MOUNTED AT INSTALLATION. RETARDER. C.REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH PROVISIONS OF B.VAPOR BARRIERS:SET VAPOR BARRIER FACED INSULATION UNITS WITH VAPOR BARRIER INSTALLED TOWARD 2. MOUNTING:SHIP MOUNTED, FROM BOTTOM OF DOOR. THE EXTERIOR OF CONSTRUCTION.REPAIR CUTS AND TEARS IN VAPOR BARRIERS WITH VAPOR BARRIER TAPE. SECTION 01600. DO NOT OBSTRUCT VENTILATION SPACES,EXCEPT FOR FIRESTOPPING. F. PUSH PLATES:STAINLESS STEEL;5-3/4 INCHES(146 MM)BY 11-3/4 INCHES(298 MM). C.VAPOR RETARDER:INSTALL VAPOR RETARDER TOWARD THE EXTERIOR OF THE ENTIRE EXTERIOR WALL AND 16.COMPLETELY COVER TO PROVIDE AN OPAQUE,SMOOTH SURFACE OF UNIFORM FINISH,COLOR, ROOF CONSTRUCTION.REPAIR CUTS AND TEARS IN VAPOR RETARDER WITH SHEATHING TAPE.DO NOT APPEARANCE,AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, 2.2 TRAFFIC DOORS G. PUSH PLATES:ASS PLASTIC;5-3/4 INCHES(146 MM)BY 11-3/4 INCHES(298 MM). OBSTRUCT VENTILATION SPACES BEHIND METAL WALL AND ROOF PANELS. SAGS,ROPINESS,OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 1. COLOR:BEIGE.(101) D.VINYL REINFORCED POLYESTER-FACED INSULATION:INSTALL VRP-FACED INSULATION WITH FACE EXPOSED A.USE ELECTROSTATIC SPRAY EQUIPMENT FOR APPLICATION OF PRIME AND FINISH COATS ON 2. COLOR:SAND.(102) TO THE INTERIOR OF THE BUILDING.INSTALL UNFACED BACK-FILL INSULATION SIMULTANEOUSLY WITH PAINTED METAL SURFACES OR PROVIDE MASKING AND TEMPORARY ENCLOSURES TO PREVENT A.MEDIUM TO HEAVY DUTY TRAFFIC DOORS:3/4 INCH(19 MM)EXTERIOR GRADE SOLID WOOD 3. COLOR:OFF WHITE.(103) INSTALLATION OF VRP-FACED INSULATION TAKING CARE TO BUTT BLANKETS TIGHTLY AND ELIMINATE VOIDS IN OVER-SPRAY ON ADJACENT SURFACES. CORE;1 INCH(25 MM)TOTAL THICKNESS. 4. COLOR:RED.(104) INSULATION INSTALLATION AS THE WORK PROGRESSES.BUTT INTERIOR VRP-FACED UNITS TIGHTLY TOGETHER 17.PAINT INTERIOR SURFACES OF DUCTS,WHERE VISIBLE THROUGH REGISTERS OR GRILLES,WITHA 1.FACING:REINFORCING METAL PLATES.(MODEL SCP5) 5. COLOR:BLUE.(106) BUT DO NOT TAPE FACING JOINTS SO THAT INSULATION CAN BREATH TO THE INTERIOR OF CONSTRUCTION FLAT,NON-SPECULAR BLACK PAINT. a.TOP PANELS:0.032 INCH(O.B1 MM)TEMPERED ALUMINUM ALLOY,SATIN ANODIZED FINISH, 6. COLOR:BLACK.(108) 18.PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH BOTH SIDES. 7. COLOR:BROWN.(109) 09250 GYPSUM BOARD ASSEMBLIES EXPOSED SURFACES. b.TOP PANELS:0.032 INCH 0.81 MM TEMPERED ALUMINUM ALLOY,SATIN ANODIZED FINISH 8. COLOR:GRAY.(110) 19.DRYWALL STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE ( ) "ORANGE-PEEL'TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN WITH DECORATIVE LAMINATE,BOTH SIDES. 1.FIRE-TEST-RESPONSE CHARACTERISTICS:PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TEXTURE,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. c.CENTER PLATES:30-5/B INCHES(838 MM)HIGH,18 GAUGE(1.27 MM)STEEL, H. PADLOCK BRACKET:STAINLESS STEEL. TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AND INSPECTING 20.FINISH EXTERIOR DOORS ON TOPS,BOTTOMS,AND SIDE EDGES SAME AS EXTERIOR FACES. STAINLESS STEEL FRONT,GALVANIZED STEEL BACK. I. CHAIN LOCK HOLES:STAINLESS STEEL. AGENCY. d.CENTER PLATES:30-5/B INCHES(778 MM)HIGH,18 GAUGE(1.27 MM)STAINLESS J. DEADBOLT LOCK:TOGGLE SWITCH/KEYED ENTRY. 2.SOUND TRANSMISSION CHARACTERISTICS:PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE 0784E THROUGH-PENETRATION FIRESTOP SYSTEMS(FIRESTOPPING) TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BYA STEEL,BOTH SIDES. QUALIFIED INDEPENDENT TESTING AGENCY. e.BASE PLATES:17-318 INCHES(441 MM)HIGH,I4 GAUGE(1.90 MM)GRADE D PART3 EXECUTION 1.PROVIDE RATED SYSTEMS AT PENETRATIONS OF RATED CONSTRUCTION. 3.STEEL FRAMING:COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED.METAL COMPLYING WITH ASTM C STRUCTURAL QUALITY MILL GALVANIZED STEEL,BOTH SIDES. 2.PERFORMANCE REQUIREMENTS: 645 REQUIREMENTS,ASTM A 653/A 653M,G60(Z180),HOT-DIP GALVANIZED ZINC COATING. 09982 STAIN FINISHED CONCRETE 2.FACING:REINFORCING METAL PLATES.(MODEL SCP-7) 3.1 EXAMINATION A.F-RATINGS:PROVIDE FIRESTOP SYSTEMS WITH F-RATINGS EQUALING OR EXCEEDING FIRE-RESISTANCE 4.GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS:ASTM C 645,DIRECT-HUNG SYSTEM COMPOSED OF MAIN a.TOP PANELS:0.032 INCH(0.81 MM)TEMPERED ALUMINUM ALLOY,SATIN ANODIZED FINISH, RATING OF CONSTRUCTIONS PENETRATED AS DETERMINED PER ASTM E 814. BEAMS AND CROSS-FURRING MEMBERS THAT INTERLOCK. 1.SEE SECTION D3300-CAST-IN-PLACE CONCRETE FOR CONCRETE MATERIALS AND BOTH SIDES. A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. B.T-RATINGS:PROVIDE FIRESTOP SYSTEMS WITH T-RATINGS REQUIRED,AS WELL AS F-RATINGS,DETERMINED 5.GYPSUM WALLBOARD:ASTM C 36,TYPE AND THICKNESS INDICATED. PROCEDURES.CONCRETE TO RECEIVE STAIN FINISHING MUST HAVE A UNIFORM HARD TROWELED b.TOP PANELS:0.032 INCH 0.8E MM TEMPERED ALUMINUM ALLOY SATIN ANODIZED FINISH PER ASTM E 814,WHERE SYSTEMS PROTECT PENETRATING ITEMS WITH POTENTIAL TO CONTACT ADJACENT 6.GLASS MESH MORTAR UNITS:GLASCRETE,INC.'WONDERBOARD',OR US GYPSUM'DUROCK"OR JAMES SLIP-RESISTANT FINISH THAT IS WATER CURED WITH A MOISTURE RETAINING COVER WITHOUTTHE ( ) B. VERIFY JAMBS PLUMB AND SQUARE. MATERIALS IN OCCUPIABLE FLOOR AREAS INCLUDING,BUT NOT LIMITED,TO THE FOLLOWING: HARDIE"HARDIBACKER';12INCH THICK,WITH JOINT TAPE AND COMPOUND RECOMMENDED BY MANUFACTURER USE OF CURING COMPOUNDS.COORDINATE WITH REQUIREMENTS OF SECTION 03300. WITH DECORATIVE LAMINATE,BOTH SIDES. C. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER,NOTIFY ARCHITECT OF 1.PENETRATIONS LOCATED OUTSIDE WALL CAVITIES. 7.INTERIOR GALVANIZED METAL TRIM:ASTM C 1047. 2.CHEMICAL STRIPPER:READY TO USE,WATER-RINSABLE,BIODEGRADABLE COATING c.BASE PLATES:4B INCHES(1219 MM)HIGH,18 GAUGE(1.27 MM)STAINLESS STEEL, UNSATISFACTORY PREPARATION BEFORE PROCEEDING. 2.PENETRATIONS LOCATED OUTSIDE FIRE-RESISTIVE SHAFT ENCLOSURES. 8.JOINT TREATMENT MATERIALS: STRIPPER SPECIALLY FORMULATED TO REMOVE CURING MATERIALS AND COATINGS FROM BOTH SIDES. 3.PENETRATIONS LOCATED IN CONSTRUCTION CONTAINING FIRE-PROTECTION-RATED OPENINGS. A.GENERAL:PROVIDE MATERIALS COMPLYING WITH ASTM C 475,ASTM C 840,AND RECOMMENDATIONS OF CONCRETE.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE L.M.SCOFIELD 3.WINDOW SIZE:9INCHES(229 MM)WIDE BY 14 INCHES(356 MM)HIGH. 3.2 PREPARATION 4.PENETRATING ITEMS LARGER THAN 4 INCH-(100-MM-)DIAMETER NOMINAL PIPE OR 16 SQ.IN.(100 SQ.CM)IN MANUFACTURER OF BOTH GYPSUM BOARD AND JOINT TREATMENT MATERIALS FOR THE APPLICATION INDICATED. 'LITHOCHROME COATING REMOVER",HOUSTON,TX,(TEL)800$00-9900. 4.WINDOW SIZE:_WIDE BY_HIGH. OVERALL CROSS-SECTIONAL AREA. B.JOINTTAPE:PAPER REINFORCING TAPE. 3.GROUT:BOSTIK"DRY TILE GROUT'(UNSANDED),IN COLOR AS SELECTED BY ARCHITECT, 5.WINDOWSIZE: INCH DIAMETER. A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. w C.FOR FIRESTOP SYSTEMS EXPOSED TO VIEW,TRAFFIC,MOISTURE,AND PHYSICAL DAMAGE,PROVIDE C.SETTING-TYPE JOINT COMPOUNDS:CHEMICAL-HARDENING POWDER. AND COMPLYING WITH ANSI A118.6.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE 6.WINDOW MOLDING:BLACK RUBBER MOLDING. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST PRODUCTS THAT AFTER CURING DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH DURING D.DRYING-TYPE JOINT COMPOUNDS:VINYL-BASED PRODUCTS. EQUIVALENT PRODUCTS BY C-CURE,MAPEI OR TEXAS CEMENT PRODUCTS WILL BE 7.WINDOW FRAMES:ASS PLASTIC FRAMING. RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. AND AFTER CONSTRUCTION. 9.NON-LOAD-BEARING STEEL FRAMING INSTALLATION:ASTM C 754,AND ASTM C 940 REQUIREMENTS THAT ACCEPTABLE AS APPROVED.INSTALL GROUT IN ACCORDANCE WITH ANSI A10B.10 INSTALLATION a.COLOR:BEIGE.(101) D.FOR THROUGH-PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW,PROVIDE PRODUCTS WITH FLAME APPLY TO FRAMING INSTALLATION. SPECIFICATIONS. 3.3 INSTALLATION SPREAD INDICES OF LESS THAN 25 AND SMOKE-DEVELOPED INDICES OF LESS THAN 450,WHEN TESTED PER ASTM 10.GYPSUM BOARD INSTALLATION:COMPLY WITH ASTM C 940 AND GA-216. 4.CHEMICAL CONCRETE STAIN:WATER-BASED ACID SOLUTION OF MINERAL SALTS b.COLOR:SAND.(102) E 84. 11.GLASS MESH MORTAR UNITS:INSTALL WITH 1/41NCH(6.4-MM)GAP WHERE PANELS ABUT OTHER FORMULATED TO ETCH,PENETRATE AND REACT WITH CONCRETE TO PRODUCE INSOLUBLE, c.COLOR:OFF WHITE(103) A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. VJ E.FIRE-TEST-RESPONSE CHARACTERISTICS:PROVIDE RATED SYSTEMS IDENTICAL TO THOSE TESTED PER ASTM CONSTRUCTION OR PENETRATIONS. ABRASION-RESISTANT COLOR DEPOSITS IN THE CONCRETE PORES.SUBJECT TO COMPLIANCE d.COLOR:RED.(104) _ E 814 AND WITH PRODUCTS BEARING THE CLASSIFICATION MARKING OF A QUALIFIED TESTING AND INSPECTING 12.LEVELS OF GYPSUM BOARD FINISH:PROVIDE THE FOLLOWING LEVELS OF GYPSUM BOARD FINISH PER WITH REQUIREMENTS,PROVIDE L.M.SCOFIELD"LITHOCHROME CHEMSTAIN",HOUSTON,TX,(TEL) e.COLOR:BLUE.(106) B. ANCHOR ASSEMBLY TO WALL CONSTRUCTION AND BUILDING FRAMING WITHOUT DISTORTION OR STRESS. 800-800-9900.IN THREE COLORS AS SELECTED BY ARCHITECT. C. FIT AND ALIGN DOOR ASSEMBLY INCLUDING HARDWARE. Z AGENCY ACCEPTABLE TO OMPATI(TIES HAVING JURISDICTION. GA-214. f.COLOR:BLACK.(108) ANCE. D. MINIMUM JAMB CONSTRUCTION OF DOUBLE STUDDED 2 BY4 WOOD CONSTRUCTION OR EQUIVALENT. 3NETRATIN SYSTEMS:SYSTEMS,UND RTHE ITIONS OF SERVICE AND APPLIC TION, SDEMONTRATED ANY, A.LEVEL IF EQUIRIN GPLENUMAREAS, E-RATELEDARABLIES A DSOU ID-RATE ASSE BLIE HIGHER LEVEL COLOR:BROWN.109 -- PENETRATING R B S ED SYSTEMS,UNDER CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED BV OF FINISH IB REQUIRED FOR FIRE-RESISTIVE-RATED ASSEMBLIES ANO BOUND-RATED ASSEMBLIES. 5.SEALER:CLEAR,ODORLESS,WATER-BASED,0.0 FO C N CRETE,FORMULATED 9 ( ) E. REINFORCE HOLLOW METAL JAMBS AT HARDWARE LOCATIONS. LL Q WATER-REPELLENT BEAND DENRDENER TREATMENT FOR CONCRETE,FORMULATED TO PROVIDE h.COLOR:GRAY. RYL F. STEEL CHANNEL JAMBS ARE REQUIRED FOR HEAW DUN TRAFFIC DOORS. MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. B.LEVEL 2 WHERE GLASS MESH MORTAR UNITS FORM SUBSTRATES FOR TILE,AND WHERE INDICATED. l.L Q CHEMICAL HARDENED AND DENSIFIED SURFACE THAT WILL NOT YELLOW,DISCOLOR,CHIP,PEEL, 8.GLAZING:CLEAR ACRYLIC. G. ADJUST DOOR ASSEMBLY TO SMOOTH OPERATION AND IN FULL CONTACT WITH WEATHERSTRIPPING. 4.ACCESSORIES:PROVIDEACCESSORIESREQUIREDTO INSTALLFILL TESTI GANDIN COMPLYWITH C.LEVEL 4 FOR GYPSUM BOARD SURFACES UNLESSOTHERWISE INDICATED. Z REQUIREMENTS OFTESTEDASSEMBLIES,ARE APPROVED BV QUALIFIEDTESTINGAND INSPECTINGAGENCV THAT D.LEVELS FORGYPSUM BOARD SURFACES WHERE INDICATED TO RECEIVESMOOTH FINISHANO/OR WALL OR SHOW UNSIGHTLY WEAR PATTERNS WITH USE.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, 9.GLAZING:TRANSLUCENTACRYLIC. PERFORMED TESTING,AND ARE SPECIFIED BY MANUFACTURER OF TESTED ASSEMBLIES. WASH LIGHT FIXTURES. PROVIDE L.M.SCOFIELD'CEMENTONE'CLEAR SEALER,HOUSTON,TX,(TEL)8D0$DO-9900. 10.GLAZING: 3.4 CLEANING U a- 6.COLOR WAX:WATER-BASED SOLUTION OF MINERAL SALTS FORMULATED TO ETCH, 5.INSTALL THROUGH-PENETRATION FIR ITTEN SYSTEMS TO MEET RATINGS REQUIRED AND TO COMPLY WITH 11.LAMINATE FINISH:AS SELECTED FROM MANUFACTURER'S STANDARD SELECTION. PENETRATE AND REACT WITH CONCRETE TO PRODUCE INSOLUBLE,ABRASION-RESISTANT FIREBTOP SYSTEM MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR COLOR DEPOSITS IN THE CONCRETE PORES.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, 12.PROVIDE SPRING BUMPERS AND JAMB GUARDS AS SPECIFIED IN ACCESSORIES BELOW. A. CLEAN DOORS,FRAMES[AND GLASS]. PRODUCTS AND APPLICATIONS INDICATED. PROVIDE L.M.SCOFIELD'LITHOCHROME COLOR WAX",HOUSTON,TX,(TEL)B00$DO-9900,IN B. REMOVE TEMPORARY LABELS AND VISIBLE MARKINGS. THREE COLORS AS SELECTED BY ARCHITECT. B.MEDIUM TO HEAW DUN TRAFFIC DOORS:HIGH STRENGTH POLYMER CELL CORE,0.125 INCH(3 07900 JOINT SEALANTS 7.CONFIRM THAT SUBSTRATE IS CLEAN,DRY,AND FREE OF SUBSTANCES THAT MIGHT MM)THICK THERMOPLASTIC FACING ON BOTH SIDES;TOTAL DOOR THICKNESS 3/4 INCH(19 MM); 3.5 PROTECTION 1.SEALANT TYPE'A'(ONE-PART NON-ACID CURING SILICONE SEALANT):ASTM C 920,TYPE S,GRADE NS,CLASS INTERFERE WITH PENETRATION/ADHESION OF WATER REPELLENTS.TEST FOR MOISTURE CONTENT (MODEL P-11 PLUS) 25.AND USES NT,M,G,A,AND,AS APPLICABLE TO JOINT SUBSTRATES INDICATED,O;MEDIUM MODULUS WITHA 09300 TILE IN ACCORDANCE WITH REPELLENT AND CHEMICAL STAIN MANUFACTURER'S INSTRUCTION,TO 1.WINDOW SIZE:14 INCHES(356 MM)WIDE BY 16 INCHES(406 MM)HIGH. A. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. TENSILE STRENGTH BETWEEN 45 PSI AND 75 PSI AT 100%ELONGATION WHEN TESTED AFTER 14 DAYS AT ENSURE THAT SURFACE IS SUFFICIENTLY DRY. 2.WINDOW SIZE:_WIDE BY_HIGH. B. TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 77-DEGREES F(25-DEGREES C.)AND 50%RELATIVE HUMIDITY PER ASTM D 412. 1.TILE AND STONE TILE PRODUCTS:SEE FINISH LEGEND AND SCHEDULE FOR PRODUCT SELECTIONS,COLORS, B.PROTECT ADJOINING WORK,INCLUDING DRYWALL,PAINT,CABINETS,BASE,ALUMINUM FRAMES, 3.WINDOWSIZE:_INCH DIAMETER. A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE EITHER GENERAL ELECTRIC'SILPRUF AND LOCATIONS. WOOD DOORS,AND SIMILAR WORK,FROM SPILLAGE OR BLOWOVER OF STAINS AND SEALERS. 4,WINDOW MOLDING:BLACK RUBBER MOLDING. A.CLEAN SEALERS FROM ADJOINING SURFACES IMMEDIATELY AFTER SPILLAGE.COMPLY WITH 5.WINDOW FRAMES:ABS PLASTIC FRAMING. END OF SECTION 2000"OR DOW CORNING'795 BUILDING CONSTRUCTION SEALANT." 2.WATERPROOFING AND CRACK-SUPPRESSION MEMBRANE:MANUFACTURER'S STANDARD PRODUCT THAT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING. B.LOCATIONS:ALL EXTERIOR LOCATIONS NOT OTHERWISE NOTED OR SPECIFIED,INCLUDING INTERIOR SEALANT COMPLIES WITH ANSI A118.10;NOBLE COMPANY(THE);NOBLESEAL TS OR DAL-TILE DAL SEAL TS, 9.CLEANING USECHEMICAL STRIPPER TO REMOVE EXISTING COATINGS AND CONTAMINATION. a.COLOR:BEIGE.(101) JOINTS ON INTERIOR SIDE OF COMPONENTS SUBJECT TO THERMAL MOVEMENT FROM EXTERIOR HEAT SOURCES. CHLORINATED-POLYETHYLENE-SHEET. RINSE THOROUGY,AND FR A LEAN,DRY '® D®FHLY BY MOPPING,CHANGING MOP WATER b.COLOR:SAND.(102) C.COLORS:AS SELECTED BYARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 3 PORTLAND CEMENT MORTAR(THICKSET)INSTALLATION MATERIALS:ANSI A10B.1A. FREQUENTLY,AND ALLOW TO DRY.RESTRICT TRAFFIC OVER CLEANED SURFACES.RESTORE c.COLOR:OFF WHITE(103) 2.SEALANT TYPE'B'(ACRYLIGEMULSION SEALANT):MANUFACTURER'S STANDARD,ONE-PART,NON-SAG, 4.DRY-SET MORTAR(THIN SET FLOORS):BOSTIK'TILE-MATE 710/713'WITH"HYDROMENT MULTI-PURPOSE CONTAMINATED SURFACES TO NEW CONDITION OR REPLACE CONTAMINATED ASSEMBLY,AT NO d.COLOR:RED.(104) MILDEW-RESISTANT,ACRYLIC-EMULSION SEALANT COMPLYING WITH ASTM C 834,FORMULATED TO BE PAINTABLE ACRYLIC ADDITIVE",COMPLYING WITH ANSI A 118.1 AND ANSIA 108.5 INSTALLATION SPECIFICATIONS.SUBJECT TO ADDITIONAL COST TO OWNER,WHICHEVER,IN THE OPINION OF THE ARCHITECT,IS NECESSARY TO e.COLOR:BWE.(106) AND RECOMMENDED FOR EXPOSED APPLICATIONS ON INTERIOR AND PROTECTED EXTERIOR EXPOSURES COMPLIANCE WITH REQUIREMENTS,PROVIDE EQUIVALENT PRODUCTS BY C-CURE,MAPEI OR TEXAS CEMENT RESTORE THE WORK TO NEW CONDITION. INVOLVING JOINT MOVEMENT OF NOT MORE THAN 37.5%. PRODUCTS WILL BE ACCEPTABLE AS APPROVED. f.COLOR:BLACK.(108) 10.CONCRETE STAIN,WAX AND SEALER APPLICATION:APPLY STAIN,WAX,AND SEALER A.PRODUCTS:SUBJECT TO S.ORGANIC TILE ADHESIVE(THIN SET WALLS):BOSTIK'7001 MASTIC",COMPLYING WITH ANSI A 136.1,TYPE I,AND MATERIALS EACH IN TWO INDIVIDUAL COATS IN ACCORDANCE WITH MATERIAL MANUFACTURER'S g. COLOR:BROWN.(109) ANSIA 108.4 INSTALLATION SPECIFICATIONS.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRINTED INSTRUCTIONS AND RECOMMENDATIONS,USING MATERIALS AND PROCEDURES,TO h.COLOR:GRAY.(110) EQUIVALENT PRODUCTS BY C-CURE,MAPEI OR TEXAS CEMENT PRODUCTS WILL BE ACCEPTABLE AS APPROVED. DUPLICATE APPROVED MOCKUP SAMPLES APPROVED BYARCHITECT. 6.GLAZING:CLEAR DOUBLE GLAZED ACRYLIC. 6.CHEMICAL-RESISTANT,WATER-CLEANABLE,TILE-SETTING AND GROUTING EPDXY:ANSI A118.3. 11.AFTER COMPLETION AND CURING OF STAINED AND SEALED FINISH,COVER COMPLETED 7.THERMOPLASTIC FACING COLOR: 7.GROUT:BOSTIK'DRY TILE GROUT'(UNSANDED)AND'CERAMIC TILE GROU"(SANDED),IN COLOR AS SELECTED FLOOR STAIN WITH KRAFT PAPER OR OTHER SUITABLE PROTECTION SO THE COMPLETED a.COLOR:BEIGE.(101) BYARCHITECT,AND COMPLYING WITH ANSI A118.6.SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE FLOORS WILL BE WITHOUT DAMAGE OR DETERIORATION AT TIME OF FINAL ACCEPT EQUIVALENT PRODUCTS BY C-CURE,MAPEI OR TEXAS CEMENT PRODUCTS WILL BE ACCEPTABLE AS APPROVED. b.COLOR:SAND.(102) INSTALL GROUT IN ACCORDANCE WITH ANSI A108.101NSTALLATION SPECIFICATIONS. c.COLOR:OFF WHITE(103) B.ONE-PART,MILDEW-RESISTANT SILICONE:ASTM C 920;TYPE S;GRADE NS;CLASS 25;FORMULATED WITH d.COLOR:RED.(104) UJ FUNGICIDE,INTENDED FOR IN-SERVICE EXPOSURES OF HIGH HUMIDITY AND EXTREME TEMPERATURES. e.COLOR:BLUE.(106) Z f.COLOR:APPLIANCE WHITE.(107) O g.COLOR:BLACK.(108) h.COLOR:BROWN.(109) Q i.COLOR:GRAY.(110) ,1 9.ANSI TILE INSTALLATION STAN DARDS:COMPLY WITH PARTS OF ANSI A108 SERIES"SPECIFICATIONS FOR 8.PROVIDE JAMB GUARDS AND BASE PLATES AS SPECIFIED IN ACCESSORIES BELOW. N ^ V INSTALLATION OF CERAMIC TILE'THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO - §3 u- METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. 10.TCA INSTALLATION GUIDELINES:TCA'S"HANDBOOK FOR CERAMIC TILE INSTALLATION.'COMPLY WITH TCA ¢ M U INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. m o ^w 3 w LO a_ Q SP02 KEYED NOTES OI LEASE LINE.6.C.TO VERIFY IN FIELD. Z OEXISTING STRUCTURAL COLUMN TO REMAIN.C.C.TO PROTECT DURING ALL PHASES OF O UN CONSTRUCTION.6.6.TO WRAP EXI5TIN6 STRUCTURAL COLUMN WITH 3-5/6"METAL STUDS W W m 8 5/6"TYPE"X"GYP.BD.TO 12'-0"A.F.F.PAINT EXP05ED COLUMN ABOVE 12'-0"P-3. 2 _ O3 ALL EXTERIOR d PARTITION WALLS LOCATED IN THE SALES AREA INCLUDING ABOVE THE O4' STOREFRONT TO HAVE 6YP.BD.FROM SLAB TO DECK.PATCH 6 REPAIR EXISTING WALLS ¢ 4 V A5 NEEDED FOR NEW FINISHES. OELECTRICAL EQUIPMENT.SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. 3 2 1 O G.G.TO INSTALL FLOOR MOUNTED MOP SINK.SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 60'94" O SALES AREA MODULAR PANEL SYSTEM INSTALLED BY C.C. REFER TO SHEET A504 FOR 45,� LE LINE MORE INFORMATION. I,_�5,� O o .V.I.F. 29'-0" 29'-0" DIM.V.I.F. G.G.TO PROVIDE DIMI,_ ELECTRICAL AND CONTROL WIRING FOR SENSORMATIO MERCHANDISE R COLUMN DIM.Y.I.F. COLUMN DIM.V.I.F. SECURITY SYSTEM-TO BE FURNISHED AND INSTALLED BY 6.0.ON STOREFRONT o SYSTEM."DOOR-MAX"ANTENNA TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS (RE:TYPICAL INSTALLATION DETAIL,/A503)(RE:ELECTRICAL FOR POWER REQUIREMENTS) 9 rrm> O EX157INC HOLLOW METAL DOOR,FRAME,AND HARDWARE TO REMAIN.REFER TO SHEET J f A503 FOR MORE INFORMATION. I9 A Oq EX157INC EXTERIOR WALL TO REMAIN. G.O.TO PROTECT DURING DEMOLITION AND A CONSTRUCTION. °1v1iO mom O GENERAL CONTRACTOR SHALL INSPECT EXISTING/NEW FLOOR SLAB CONDITIONS AND SHALL _ 10 BE RESPONSIBLE FOR PATCHIN6 AND REPAIRING ALL CRACKS,601)c 5,ETC.IN SLAB Y CI I, 3 GI SURFACE,AS REQUIRED TO ENSURE A SMOOTH,HARD,TROWEL FINISH SUITABLE FOR RECEIPT r I7 All N b b OF NEW FLOOR FINI5H THROUGHOUT TENANT SPACE. 6.0.TO PREP FLOORS PREP i 03 3 MANUFACTURER'5 SPECIFICATIONS. m LL LOCATION OF SLAB LEAVE-OUT.6ENERAL CONTRACTOR COORDINATE PLUMBIN6 48" a�� ,i m II REQUIREMENT5 AND POUR NEW SLAB.REFERENCE EXI57IN6 BUILDING DRAWINGS V 10 - ® FOR SLAB REQUIREMENTS(LE.VAPOR BARRIER,REINFORCIN6,CONCRETE SPECIFICATION).POUR SLAB TO ENSURE A SMOOTH,HARD,TROML FINISH Q SUITABLE FOR RECEIPT OF NEW FLOOR FINI5H THROUGHOUT TENANT SPACE. G.O. rim TO PREP FLOORS PREP MANUFACTURER'S SPECIFICATIONS. S AI3 All 19 '- 12 6.0.TO PROVIDE BLOCKING AS REQUIRED FOR SECURING ALL TOILET ROOM ACCESSORIES. 2 Iq 13 > SEE SHEET A400 FOR MORE INFORMATION. vS I, Q NEW DRINKING FOUNTAIN. SEE PLUMBING DRAWINGS FOR MORE INFORMATION. 0 EGRESS STATEMENT-A SIGN READING:"THIS/THESE DOOR(S)TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED"SHALL BE PERMANENTLY APPLIED TO INSIDE FACE OF - 4 ENTRY/E&RE55 DOORS,PER BUILDING CODE.PROVIDE I"(ONE INCH)TALL,'WHITE' IO m A" VINYL,REVERSE DIE CUT LETTERS APPLIED TO IN51DE 6LA55 FACE OF STOREFRONT DOORS,AND I"(ONE INCH)TALL,'BLACK'VINYL,DIE CUT LETTERS APPLIED TO INTERIOR All i PACE OF HOLLOW METAL DOORS. Ib j 1 G2 Ab IS OWNER SHALL PROVIDE THE CASH WRAP COUNTER INCLUDIN6 DISPLAY CASES AND -- p - ---- -- A550CIA7ED BACK GOUNTER,WHIGH SHALL BE INSTALLED BY 6.0.AS INDICATED ON 10 A2 DETAILS WITHIN THE CD 5ET AND AS PURNI5HED BY OWNER'S FIXTURE5 5UPPLIER. 08 CONTRACTOR SHALL COORDINATE AND INSTALL ALL ELECTRICAL AND DATA CABLING TO FEED OUTLETS&RECEPTACLES FOR FOUR P05 STATIONS AS INDICATED IN THESE DOGUMENTS IN FRONT COUNTER$BACK COUNTER.PATCH OOHO.SLAB AT TRENCHING OR CORE DRILLS FOR ELECTRICAL 6 DATA FEED5. q2 6 0 16 LINE-UP NEW lW1LL WITH EXISTING WALL TO CREATE A FLUSH FINISH. o i " D O C.C.TO PROVIDE Yi"FRT PLYWOOD BEHIND GYP.BD.AS MOUNTING 5UB57RATE®WA-L5 A ' CI WHERE MIRRORS EXIST. SEE FIXTURE PLAN AND INTERIOR ELEVATIONS. `t 2 NEW 4'x4'PLYWOOD TELEPHONE BOARD SECURED TO WALL SURFACE WITH TENANT PHONE y y =im Ab 21 BOARD/PATCH PANEL AND EQUIPMENT.(RE:ELECTRICAL) EXISTING STOREFRONT TO REMAIN.G.O.TO PATCH AND REPAIR AS REQUIRED,CLEAN G2 - I9 o TO"LIKE NEW"CONDITION. 3 3 6 2O EXISTING STOREFRONT DOORS TO REMAIN.G.G.TO PATCH d REPAIR AS REQUIRED.PREPARE FOR NEW FINISH. PAINT EXTERIOR$INTERIOR AN AUTOMOTIVE FINISH GRADE PAINT - 4 (RESPECTIVELY)PER STOREFRONT MANUFACTURER'S RECOMMENDATIONS TO MATCH P-4. ® LL 21 rKNOX OVE BOX LOCATION.LOCATE PER EXISTING&11LDIN6 DRAWINGS AND REd11REMENTS OF GOVERNING PJJTHORTIES/FIRE MARSHAL. 18 10 14 o � 1 20 I b 9 o g a lo nu m eme 3 I o A , i S 10 J d - - - - - - - m C n GENERAL NOTES A. ALL PLAN DIMENSIONS ARE FROM FACE OF WALL FINISH TO FACE OF WALL FINISH TYPICAL,UNLESS NOTED OTHERWISE LLJ B. WALL PARTITIONS SHOWN HATCHED ARE NEW WALL5 TO BE CONSTRUCTED UNDER THIS CONTRACT.5EE WALL TYPES/SECTIONS ON SHEET A503&A504 C. ALL SPACES WITH FLOOR DRAIN5 TO HAVE FIN15HED FLOOR5 SLOPED TO DRAIN.VERIFY WITH ARCHITECT.SLOPE NOT TO EXCEED ONE-IN-FIFTY. ------ ___ 19 D. NEW STAINLESS STEEL CORNER GUARD-48"HI6H,1-I/2"WING LENGTH,9O°ANGLE- b 4 INSTALLED AT ALL EXPOSED CORNERS IN STOCK ROOM 8 INSTALLED PER MANUFACTURERS SPECIFICATIONS. j E. PROVIDE WATER RESISTANT GYP BOARD AT ALL WET WALL5;I.E.AT RESTROOM WALLS, i DRINKING FOUNTAIN,MOP SINK.ETC...(TYPICAL) 02 rrm o F. GENERAL CONTRACTOR SHALL INSPECT EX1571NC/NEW FLOOR SLAB CONDITIONS AND ry SHALL BE RESPONSIBLE FOR PATC IN6 AND REPAIRING ALL CRACKS,60U6E5,ETC...IN B 3 SLAB SURFACE,A5 REQUIRED,TO ENSURE A SMOOTH,HARD,TROIIEL FINISH SUITABLE B, s POR RECEIPT OF NEW FLOOR FINISH THROUGHOUT TENANT 5PAGE.G.G.TO COORDINATE I, REQUIREMENTS W/TENANT FLOORIN6 VENDOR FOR PREP. G. 6.0.TO VERIFY IF ANY ADDITIONAL FIRE PROOFING,OR FIRE CAULKING AND/OR Al (IMODIFICATIONS ARE REQUIRED BY THE BUILDING DEPARTMENT AND/OR LANDLORD PRIOR Ab TO BID. i 10 A o 3 p2 rim H. ALL EXTERIOR$DEMI51N6 WALL5 LOCATED IN THE 5ALE5 AREA INCLUDING THE - STOREFRONT TO HAVE 6YP.BD.FROM SLAB TO DECK.S.C.TO VERIFY THAT WALLS MEET CODE REQUIREMENTS d PATCH&REPAIR EXI5TIN6 WALL5 AS NEEDED FOR NEW n I. -___- ' w FINISHES.G.G.TO VERIFY BEFORE SUBMITTING BID. II-41 ¢, 5�0�, 6 Ab mim A A4 - - - - WALL ND - -_ - - D � u LEC� 0 ' -- DENOTES EXISTING WALL CONSTRUCTION TO REMAIN OR -off' im Ab REFINISH A5 NOTED W A _ DENOTES NEW WALL PARTITIONS- REFER TO SHEET 16 G2 A503/A504 FOR PARTITION TYPE DETAILS A4 DENOTES NEW PARTITIONS WITH 6YP.BD ONE SIDE ONLY - II 3 2 REFER TO SHEET A503/A504 FOR PARTITION TYPE 12 DETAILS 3'-18" 19 Z 19 A4 II '� NOTE: J z s LL Q o O(PARTITION KEY SYMBOL) LL Z Q q9 3 - o F INDICATES WALL TYPE- — 3 SEE SHEET A503/A504 FOR PARTITION DETAILS AND SCHEDULE. U 0 II A4i 5 - - 7D4 2 A T I ~ A4 3_O. q ry 1� 62 A Ab o b GI 3 A, 19 E I IIO 9 I � �" 3,_4�, � 31,_4�, � 5_45, 8 Z Q J aFLOOR PLAN SCALE: 1/4' - T-17 A10 FDMF E PLAN NOTES FIXTURE ND ZZ I. TIERED DOUBLE TRIM:B.O.LOWER TRIM®10'-6"AND TOP OF UPPER FIXTURE ALLOCATION PLAN O TRIM®12'-O" 5ALE5 AREA U�m 2.REFER TO INTERIOR ELEVATIONS Ab00 FOR FURTHER CLARIFICATION W w ON TRIM LOCATION MARK DESCRIPTION 2 R` 3.INDICATES GRAPHICAL REPRESENTATION OF CO 45BEC k rn DECORATIVE TRIM------- CO 64 GIR 4N ¢ �¢ V -.=AL LINEAR FT.OF TRIM APPROX.=610'-C" 06 111,ow 4N CC IOC W 3 2 1 MIRROR INSTALL INFORMATION Cc AEFC24 T.O.MIRROR INSTALLED®9'-O"A.F.F.-ALIGN W/T.O.PANEL SYSTEM. GO ® BUST DISPLAY TYPICAL FOR ALL SALES AREA MIRRORS U.N.O.SEE INTERIOR ELEVATIONS AND DETAILS 4 E 5 ON SHEET 502. C x I I I G.G.TO PROVIDE AND INSTALL ALL MIRRORS AND MIRROR FRAMES PER 5 A gal TENANT SPECIFIED DIMENSIONS.CONTACT TENANT PM FOR DETAILS. CO E4 CHANDELIER INSTALL MFORMATM r o �'n 56.TO ENSURE 61 6HAZE_'_R5 ARE G'NTERED AHOVE THE TABLES A5 5HOWN ON A103. O T CO C44M p _1 V LFR — —I m u GRAY d" mom mom �� s'_a$" L T I ® ;o o ❑ F V Q B 5 'I('Bvi1'I W P❑ P e"C S = 16 RE 4N c 4 ¢ g = N 4'_31 3'-101 3qI 54 FRMLL " 4 16 REG 4N a mm HG C v I m NO FIBQGII 5 m o o I c C II � FRB-HG D B — I cc IBIO cv CG N9 HANGING GRAPHIC, M6R'5 DE5K 5, T 16 REG 4N 64 ON, B cc W 4'-T8 wQ 3'-bg" 3� S'-24" I L 64 GIR 4N L_ w - - - 4 x ) Q mCm B I � - - M SALES FLR MIRROR-2'-0"X 8"0". m REFER TO DETAIL 6 d 1/A502. 0 CC M2 SALES FLR MIRROR-2'-0"X 4'-y4" Z �75 9'-1�" 0G MB SALES FLR MIRROR-3-0"8. _ B w -0, i 64 GIR 4N 3 SIMILAR TO DETAIL 6 8 T/A502. J WJ = � B4 K I I 6 Q` B � T P FEVE57AL DISPLAY = 4 9T G _ 4'-T2" 4'-12" TJ 4'-94" CC SA2 SEATING AREA 2'6"'X5' W J I1Q 11 C v TS �v�I/Jg1 J GC 56 5UN6LA55E5 DISPLAY FIXTURE-SEE I/A502 w i GC SIRQ i 4'-0" a �' O jol "3 - - - o - o - -Y - - m *l - - r• 1 5 T by I-- nu m eEft vUrOCKROOM 1D7 4'-12" T5 J c Q 6HT TS a o1 c SP CG TO "T"STAND FIXTURE Portable Fire Extinguishers 54 4'6 Add and or relocate portable fire extinguishers as 4'¢" 4'-0" 4' 0 3'4' W a'-Ioe" needed to fully protect the area. (IFC 906.1) o —��EO. EGAw 64 GIR 4N v ° Install portable fire extinguishers to meet the B N 75 requirements of NFPA 10. Install portable fire extinguisher with a minimum rating of 2A-1013.The T q m 4 - W travel distance from an extinguisher shall not exceed 75 STa ^ J . feet.The extinguisher shall be mounted in a MAW DEI _ GO 4BdV 48"WIDE,10'TALL STORAGE SHELF,RE:A501 FOR SHELF conspicuous location, unobstructed and M76.461475. F U - --- unobscured from view. CC �� 48"WIDE,10'TALL STORAGE SHELF,RE:A501 FOR SHELF W MTC IDE,S. Q 48"WIDE,10'TALL STORAGE SHELF,RE:A501 FOR SHELF W B'-113, W 3�2 16 RBc 4N 64 uR 4N 3.245, 1 906.9.1 Extinguishers weighing 0 gross or less. 8"WIDE,10 D�1 6 CIO 49A9 6.HGHT5. 10 II b II 8 4 w 8 3'-b" 4 g g g p CC 48µ 'TALL STORAGE SHELF,RE:A501 FOR SHELF Q I Portable fire extinguishers havinga weight not MT6.H6HT5. = YNOA�T F CC 42V 42"WIDE,1O'TALL STORAGE SHELF,RE:A501 FOR SHELF LU ® exceeding 40 pounds(18 kg)shall be installed so MTG H61475 Z that their tops are not more than 5 feet(1524 mm) CC 42C2 MT6w bH,15.10'TALL STORAGE SHELF,RE:A501 FOR SHELF C a -� above the floor. CO 4x8 42"WIDE,1O'TALL 5TORA6E SHELF,RE:A501 FOR SHELF LL Q O m MT6.H&HT5. Z CO 42!.4 42"WIDE,1O'TALL STORA6E SHELF,RE:A501 FOR SHELF U 16 RE,4N MT6.H5HTS. 3 5 T 48"WIDE,1O'TALL STORAGE SHELF,RE:A501 FOR SHELF ULI_ 4-14 J 4-08' 3'-102" 5'-8" Cc 48DI M76.HGH75. Ql 48"WIDE,10'TALL STORAGE SHELF,RE:A501 FOR SHELF 54 1 Cc 48D2 M76.HGHTS. ❑ T 5 F 1@F8 TOI.EF FMA. M2 42"WIDE,1O'TALL STORAGE SHELF,RE:A501 FOR SHELF CC 42M MT6.HSHT5. Y o uiim CC DESK MAN45ER'S DESK. REFER TO DETAIL 5/A501. U - - Cc W FIXED SHELVING. REFER TO DETAIL l/A501. H 10 OC W BULLETIN BOARD L-------------- CO OE DRYERASE BOARD EO. EO. G I 11'-2" 9'-e" FITTING ROOM MARK DESCRIPTION GC FR8 18"X48"FITTIN6 ROOM BENCH cc FRIM 24"X48"H/c FITTIN6 ROOM BENCH Z Cc FRM FITTING ROOM MIRROR J CC H5 HANG BAR DISPLAY ^ w FIXTURE PLAN - 3 1 MARK DE,GCRIPnoN SCALE- VW - T-W GC B BUST DISP AY m o O CC 119 HANGING GRAPHIC 3 `' X IL Al®�I SALES AREA WALL FINISHES P-3 AS SHOWN l W P-I 2"TRIM AT 10'-b"&12'-0"A.F.F U.N.O. d C�J 4' P-4 _ ¢10'-b"-12'-0"A.F.F U.N.O. NAY W h usA � ffi FLOORING 56-I DOOR TYPE;REFER TO DOOR TYPE;REFER TO 3 FIOOM n BASE ® FLOOR PLAN AND FLOOR PLAN AND FITTIING G CEILING P-3 DRY FALL DOOR SCHEDULE DOOR SCHEDULE NE P-4 Rg�TO BOO FOR pq ALL,pOA7ION EXISTING THRESHOLD.VERIFY P-3 ®BEAD BOARD d TRIM NOTE: (1/H2"MAX HEIGHLD IS T AND I:2SLONPE) u SG-I I. NO BASE AT MILLWORK. G.O.TO VERIFY THRESHOLD 15 0 2. SEE 51EET A600 FOR MORE INFO ON EXACT SECURE TO SLAB.GLEAN AND B-4 TYPE/LOCATION OF BASE AND MALL FINISHES REPAIR TO"LIKE NEW"CONDITION. P-3 3. GHOUT SPACE. PROVIIDE 2 xl'WOOD TRIM AT SALES AREA.SEE SHEET EX15TINC CONCRETE EX15TING CONCRETE EX15TING CONCRETE FX15TIN6 CONCRETE 59 2 FOR MORE INFO ON EXACT A600 FOR MORE INFO ON EXACT LOCATION. SLAB TO REMAIN SLAB TO REMAIN SLAB TO REMAIN SLAB TO REMAIN J OF BASE AND WALL FINISHES. I , I — — A 4a da a 4a 4a a in FLOOR TYPE SC-2 FLOOR TYPE 5G-I FLOOR TYPE SG-I r � ( STAIAIN�ED CONC. TRANSITION al MAIN ULL SCALB ENTRY THRESHOLD � I I i ag DISPLAY g WALL FINISHE5 FLOORING SG-2 BASE RB-I I I I a CEILING I I I I I I I I I I I I I I I I I I I IL J EEC - - - - - - - - - - - - - -- - - - - - - - - - - - - — I I FLASH PLAN NOTES GENERAL NOTE I. REER TO A600 FOR FURTHER CLARIFICATION ON PAINT d BASE ALLOCATION. I. FLAME SPREAD AND SMOKE DEVELOPED 2. ALL TRIM TO BE PAINTED P-3 SEMI-GLOSS FINISH. RATIN65 FOR THE WALL,GEILING AND FLOOR FINISH MATERIALS SHALL BE IN 5.PAINT OF ALL WALLS,CEILINGS,TRIM,BASE,ETC,SHALL BE PAINTED TO A LEVEL 3 COMPLIANCE WITH CHAPTER b OF THE FIN15H FOR CO PM REVIEW,U.N.O. INTERNATIONAL BUILDIN6 CODE(IBC) 4. ANY NEW EXPOSED WIRING,CONDUIT,6ALV.PIPE,ETC.TO BE PAINTED P-3. STOCK ROOM 5. 6.0.TO PAINT EXISTING STRUCTURE I.E.JOIST,BEAMS,ETC.- P-3. 8 WALL FINISHES P-3 MG-I Affi b. G.G.TO PAINT OWNER PROVIDED TRIM- P-I.SEE A600 FOR MORE INFORMATION. FLOORING SC-2 1. PAINT AT ALL P-4 LOCATIONS(FITTING ROOMS E CASHWRAP)SHALL BE PAINTED TO A BASE c§D LEVEL 5 FIN15H FOR CO PM TO REVIEW. CEILING N/A-OPEN TO STRUCTURE FINISH LECEND FLOORNG PATTERN P-4 RE_A300 _ _ _ _ _ _ _ _ _ — — TA6 MATERIAL FM/SATLIEff OOLOR/Ht4�! DE'iGRPiION SLZE 90UROE/REMARICS/NOTES STAINED GENERAL BRICKFORM SOLVENT PUBLIC.ACCESS SPACES-HALLWAY/TOILET CONCRETE CONTRACTOR "CHARCOAL" BASED DYE ROOMS-PR PLANS 2 GENERALSEALED STOCKROOM/MANAGER'S OFFICE/DISPLAY CONCRETE CONTRACTOR - I Q F O F I 1 I G I I r - I PANT I FMISH'S I TA6 MATBlIAL Fat/91lPPLNR to6ortMlheet MIALL TRIMRA5E Cauwll SOURCE/REMARKS/NOTES BACKWRAF,STOREFRONT,STRIPES ABOVE p_1 PAINT BED MAIN #2063-10 VERTICAL OLD NAVY SATIN ON LACQUER LACQUER �L PANEL SYSTEM,&MANAGERS OFFICE/TOILET ROOM/STOCKROOM DOORS. REFER TO SHEET A600,TRIM P-5 PAINT BMA�'" WHI7 E#�GGO20 SATIN SEMI-GLOSS TTRRIM AL GYP.CEILING,WOOD BASE& P-3 ——J P-4 PAINT BEHR CC PINK HI-6LOSS HI-6L055 CONTACT CHARMING CHARLIE PROJECT 2 MANAGER FOR 5PEOIFIOA7ION5. CCEILING ACCTSTIQAL ARMSTRONG ITEM NO.:1910 ULTIMA(SQUARE LAY-IN) 24'k24" CEILING GRID TO BE ARMSTRONG-PRELUDE: ILE (2'x 2'X 3/4") FINE TEXTURE(WHITE) MLI5/I6"INTERMEDIATE DUTY:EXPOSED TEE r � SYSTEM(WHITE)(COMPLIES WITH ASTM G 635) WALL FINISHES SYSTEM I I DISPLAY FATTERN TA6 MATERIAL FM/51lP wt cam/mmm DESMPnON so SOME/REMARKS/NOTES WALL FINISHES P-3 P O T FLOORING 5G2 BASE RB-I WP-2 AALL CHAIN LINK Lu PAPER TBD WALL PAPER Z - CEILING P-3 LL Q FIBER6LAS5 BRIGHT LOCATED IN TOILET RM5.ON ALL HALL FRP-I REINFORCED GLASTEEL WH1� TO 4'-0"A.F.F.G.C.TO FINISH CORNERS/ O LL ILL PLASTIC EDGE5 W/VINYL TRIM PER MFG.SPECS. Z 0 0 T I F U G F O GUARDS STEEL GUARDS OUTSIDE CORNERS OF DRINKING MG-I METAL CORNER JL INDUSTRIES STAINLESS METAL CORNER LOCATED TO 48"A.F.F)ALL TOILET ROOM BASE FOUNTAIN ALCOVE d IN STOCKROOM I WALL FINISHES P-3 MG-I TA6 MATEN& FFR/51 met cam/ NlwP82 PAT Scot/PINISFI 50 SOLRGE/R84ARKS/NOTES FRP-I 4'-0"A.F.F. I DE55cRIP'lION FLOORING SG-I IL gI, J RUBBER PINNACLE LE RUSEICONTINUOUS RUBBER BASE BASE R&IU RB-I RUBBER BLACK RUBBER BASE 4" FOR USE IN TOILET ROOMS< STOCK ROOM CEILING G-I O G T z L——————————————L P T Q Z HALLWAY 4"WOOD TRIM WALL FINISHES P-3 M6-I B-q WOOD PROVIDED pN1R4G OR GENERAL PAINTED(P-3)IN FITTING RM. 4"X 5/5" G.G.TO PRIME AND PAINT FRP-1 4'-0"A.F.F. INCLUDED"ARK.PAGKA6E FLOORING a ROOM FINISH + PAINT PLAN BASE SCALE4•�� T-0+ GEILING P-3 DRY FALL INT � TA6 MATEI m/5 must MODa T N MM STORE T sm SOIW£/WOWS/NOTES z WOOD 9T5-691 INTERNET#20566919T HOME DEPOT GO.TO PROVIDE,PRIME, 3 88-I - BEAD BOARD OR APPROVED EQUAL SKU#9T5691 AND PAINT. ¢ M O CR-I WOOD HOME DEPOT 00698-96192G INTERNET#2055T6559 _ 6.0.TO PROVIDE,PRIME, < O CHAIR RAIL OR APPROVED EQUAL AND PAINT. (] 1 WAOOV HOME DEPOT MIRROR TRIM OR APPROVED EQUAL 10001954 INTERNET#20359bT86 - AND FAINT.PRVIDE,PRIME, A102 GENERAL R.C.P. NOTES REFLECTED CEILING PLAN A. COORDINATION: AI: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF AND ASSIST THE GEILIN6,ELECTRICAL AND VARIOUS 5U8-CONTRACTOR5 IN THE INSTALLATION OF LI6HT5,DIFFUSERS,GRILLES AND PIPING THAT ARE TO BE INSTALLED IN GONJUNGTION WITH THE SUSPENDED GEILIN6 SYSTEM. A2: SUSPENDED GEILIN6 AND ELECTRICAL CONTRACTORS SHALL COORDINATE WITH A/C SUBCONTRACTOR TO AVOID CONFLICT DETAILS. 12 1. REFER TO SHEET A500 FOR GEILIN6 INSTALLATION DETAILS. 15. ALL LIGHTING SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE 2. REFER TO SHEET FPI00 AND FP200 FOR FIRE SPRINKLER ELECTRICAL CONTRACTOR. INFORMATION. 14. LAMPS SHALL BE G.E.,05RAM SYLVANIA OR PHILIPS-NO EXCEPTIONS. 3. IF CONFLICT SHOULD OCCUR ON GEILIN6 LAYOUTS BETWEEN I5. ALL EMERGENCY LIGHTING AND EXIT 5ICNA6E SHALL BE PROVIDED WITH MECHANICAL,ELECTRICAL,OR OTHER ENGINEERS,THE 90 MINUTE BATTERY BALK-UP. 3 2 ARGHITEGT'5 PLANS SHALL GOVERN. Ib. PROVIDE PENDANT MOUNTING KIT FOR ALL LIGHTING TO BE PENDANT 4. LOCATION OF LUMINARIES AND OTHER ITEMS AS SPECIFIED ON MOUNTED FROM STRUCTURE. V SALES AREA REFLECTED GEILIN6 PLAN AND RELATED DOCUMENTS,SHALL NOT I'I. 6.0.SHALL AIM ALL TRACK LIGHTING AS 5HOWWINDIOATED BY V BE CHANGED WITHOUT APPROVAL IN WRITING BY THE ARCHITECT. ARCHITECTURAL DRAWING/OWNER. OPEN 6EILIN6 5. THE SUSPENDED GEILIN6 SHALL BE ABSOLUTELY LEVEL b I8. FIXTURE INSTALLER TO INSTALL LED TAPE IN MILLWORK AS SHOWN ON ROM WITHOUT SAGS,ALL BARS IN TRUE ALIGNMENT 8 PARALLEL. USE SHOP DRAWINGS BY TENANT. Fn'nMG80_DECK P-3 TRACK LIGHTING OF LASER BEAM SYSTEM RECOMMENDED(OPTIONAL). T-BAR IQ. E55 FIXTURE SPACING IS A5 FOLLOWS: WALL MOUNTED GRID SHALL BE INSTALLED ONLY AFTER FINAL ROOFING HAS FOR TRACKS ALONG SALES PERIMETER FIXTURES SHOULD BE AT A J GYP.BD.GEILIN6 ABOVE STOREFRONT. BEEN COMPLETED. ACOUSTICAL TILES SHALL BE INSTALLED 5'-0"O.G.SPACING. CENTER TRACK ON ONLY AFSEE TER BUILDIEC DIFFUSER LOCATIONS. NG HAS BEEN COMPLETELY GL05ED IN. FOR TRACKS IN MIDDLE OF SALES AREA FIXTURES SHOULD BE AT A .FOR,DUCT AND II'-O"A.F.F. P-3 STOREFRONT. -1. PROVIDE CLEARANCES FOR FIXTURES,DUCTS, M E H UAT 5 20,FOR TYPICAL SEISMIC BRACING AT GEILIN6,SEE SHEET A500. CEILINGS AND RELATED AND APPURTENANT ITEMS NECESSARY PROVIDE ONE GEILIN6 BRACING ASSEMBLY FOR EVERY 144 TO MAINTAIN THE SPECIFIED GEILIN6 HEIGHT. SQUARE FEET OF ACOUSTICAL TILE GEILIN6,OR AS REQUIRED BY A e. INSTALL UNDERWRITERS LABORATORIES,INC.(U.L.)LABELED LOCAL JURISDICTIONS. Q _ _ _ _ _ _ DEVICES THROUGHOUT,AS REQUIRED BY CODE. 21 . SUPPORT STRUTS SHALL RETAIN A 5-WIRE POWER GABLE. g 9. TESTING OF EMERGENCY LIGHTING 15 REQUIRED AS PER STATE 8 SUPPORT STRUTS SHALL BE 16 GAUGE GALVANIZED STEEL,13/4" LL LOCAL JURISDICTION. CONTRACTOR TO GALL FOR TESTING xl 5/4"OUTSIDE DIMENSION WITH INTEGRAL BEAD TO SUPPORT m 4 8 PRIOR TO FINAL INSPECTION(TESTING MUST BE BY FLAT GABLE. r .6. _ B.O.62 FIXTURE n DISGONNECTIN6 MAIN). 22.G.O.TO CONFIRM ALL HANGING 6RID LOCATIONS W/NSO.MC PRIOR V _ AT l'-6"A.F.F. o 10. LIGHTING PLAN SERVES AS REFERENCE ONLY FOR TO INSTALLATION. ROOM, DIAGRAMMATIC PURPOSES. A SITE-SPEGIFIG LIGHTING PLAN 23. G.O.TO PROVIDE AND INSTALL ALL REQUIRED HARDWARE FOR HANGING 4 N ',.�. SHALL BE DEVELOPED AND PROVIDED BY ELECTRICAL ENGINEER GRIDS FOR APPROPRIATE GEILIN6 TYPE. N DISPLAY .. DOOR b FOR EACH PROJECT. a LIGHT r II. PROVIDE SEISMIC BRACING AND COMFRE55ION STRUTS A5 = = REQUIRED BY GOVERNING CODES. LIGHT FIXTURES SHALL BE V GYPSUM BOARD GEILIN6 6 S m At n SUSPENDED IN COMPLIANCE WITH GOVERNING CODES. � III-O"A.F.F. P-3 12. INSTALLATION OF LIGHTING FIXTURES SHALL BE ACCORDING TO THE LL SCgg MANUFACTURER'S RECOMMENDATIONS AND AOOORDING TO CODE .'EQ. EQ. a B.O.G2 c3 � U_3. REQUIREMENTS. w FIXTURE AT 04 6'-I"HG A2 CAN LIGHTING. CL G2 -P-b"A.F.F. CENTER LIGHT ON STOREFRONT. - ROOM, a DOOR b p NL - W LIGHT FIXTURE SCHEDULE TRACK LIGHTING LIGHT - WALL MOUNTED EQUAL EQUAL REFLECTED CEILING PLAN ABOVE STOREFRONT. 6 CENTER TRACK ON SYMBOL DESCRIPTION SYMBOL DESCRIPTION STOREFRONT. = OA2 RECESSED LED DOWN LIGHT RECESSED 2x4 FIXTURE 8 T J-Bm O EQ. EQ. TRACK HEAD-SEE DETAIL 2/AI05 F G ( T o D / - K 4'STRIP LIGHT-PENDANT HUNG-SEE DETAIL 3/A103 G T G IL v .F T N — O O O GABLE SUSPENDED MHP-FAR35ES PENDANT FIXTURE-4 G7 EMERGENCY LIGHT WITH TIME DELAY L2 SQUARE-MOUNTED INDIVIDUALLY AND SECURED TO dIQ 2 i: �; J O O THREADED ROD. B.O.LENS TO BE AT I2"0"A.RF. i � EMERGENCY LIGHT G G O F X2 I 6 LIGHT CHANDELIER-GASH WRAP-SEE DETAIL I/A500 I � LAMPS DIRECTED I OR 4 STOCK ROOM 5g" T 4 1 ' 45°ANGLE AT 16 5 G S OPEN CEILING Q '�_ ❑ EACH CORNER LIGHTING 21-LIGHT,3 TIER POLISHED GROME GHANDELIER-GLR B.O.DECK EXPOSED i WALL MOUNTED CRYSTAL ACCENTS F1 ABOVE STOREFRONT. A L2 LIGHT DETAIL Z3 ,�L(�q[�,J� `F FITTING ROOM SCONCE CENTER TRACK ON a SCALE: 8/4�-T-W CHANDELIER LIGHT,I R POLISHED CHROME DECORATIVE i STOREFRONT. -L 62 � - � O I ) I I ®# EXIT SIGN iLq) __ _ p 41- J L2 NL 121'-II" - CHAIN HUNG-FASTENED TO GENERAL NOTES-UNISTRUT UNISTRUT/STRUCTURE ABOVE I.G.O.TO PROVIDE S INSTALL ALL UNISTRUTS AS REQUIRED.ALL LOWER LEVEL UNISTRUT IS EQUAL TO TRACK i 6 ALL UNISTRUT BY GG LENGTH AS NOTED ON THE PLAN BELOW. %Z - Q' 2.G.C.TO PROVIDE AND INSTALL ALL UPPER LEVEL$LO'ER LEVEL UNISTRUT AS REQUIRED FOR ALL I O F7 - ❑ CHANDELIERS,DP(DRUM PENDANT FIXTURE),FI(GA5HWRAP FIXTURES),L2,K FIXTURES IN THE BACK OF HOUSE, CAMERAS,5PEAKERS 8 ANYTHING THAT NEEDS TO HUNG AND CANT BE ATTACHED DIRECTLY TO THE DECK. O NEW STOCK ROOM REFER TO DETAIL 2/A105 FOR FURTHER CLARIFICATION ON QUANTITY AND INSTALLATION. LIGHT FIXTURE;(RE: w 9 9 '"m TO Top Ul SECURED URE "O B.C.NEW Lrn16HTL) LO3.GAT�ION��OVOD9 AND PLYWOOD BLOCKING FOR AND INSTALL 8'-0"OF T"H6'3HARDWARE INSTALLATION HANGING GRIDS AT OPEN ION AT CLOSED CEILING ALL UNISTRUT BY GG m G1 4.6.0.TO VERIFY EXACT H6 LOCATION WITH GG PROJECT MANAGER PRIOR TO INSTALLATION. ci I 3 STOCK ROOM PENDANT LIGHT DETAIL C NLp L2 W ;' a SCALE: NTS y EMMAL -O" EQUAL Ea, SO EO. r1l BRAND FIXTURE HANGAR OUTLET BOX MOUNTS TO BE 2 � --L USED WITH BALL TYPE SWIVEL FIXTURES CATA 6456R:4" EX1571NS WOOD TRUSS AND X —"' Lp — — — — — — — — — — SQUARE BOXES WITH SQUARE STAMPED STEEL OUTLET ROOFING SYSTEM. O X2 � BOXES B 6"LONG RIGID PIPE CONDUIT NIPPLES TO BE USED D w r I DISPLAY HG 9 y I'-0"oL. Q MIN.BEi1NEE11 TIrR CAD 'o Roo SWPORTS mrlcw GYPSUM BOARD GEILIN6 Z OJ Z II'-0" p A.F.F. P-3 .b w BOTTOM OR 1f019B Q 1 NL 16'-0'APP. nr LL Z EQUAL EQUAL UPhER LVL: 14� A.P.P. - C UNISTRUT 1-3300 CHANNEL AT U A2 CAN LIGHTING. i CHORD OF JOIST SE .nr co CURED TO CENTER LIGHT ON 4 6'-I" 5/8"DIA.THREADED STEEL C THREADED ROD WITH UNISTRUT STOREFRONT. ROD AT 48"O.G.(TYPICAL), _ { NUT AND'SHAKE-PROOF'LOCK 5EGURED TO TOP CHORD OF " WASHER EXISTING STRUCTURE.PAINT TRAGK LIGHTING =p X2 1 `nrv°� ❑ EXPOSED ROD(TYPICAL) I000 CHANNEL WITH UNISTRUT UNSTRUT TO BE SECURED EMI TO $a 3 WALL MOUNTED G7 I P- ABOVE STOREFRONT. a 'KWIK-WASHER'AND BOLT PER CENTER TRACK BOTTOM OF HID _-_-_-_ -_----_ -_-_--- -_-_-_-_-_ MANUFACTURER(TYPICAL) STOREFRONT. LOP>ER LVL.+I2'-0'A.F.F. ! EQ. EQ. vvf" $ EXTEND UNISTRUT AT O I SCHEDULED CHANDELIER EACH END AS REQUIRED _ GABLE SUSPENDED PENDANT 5EGURED TO LOWER LEVEL FOR TRAPEZE y ;' CENTER OF TRACK FIXTURES TO BE MOUNTED I UNISTRUT TRACK(RE:RGP L J INDIVIDUALLY AND 5EGURED E. EQ. LONCF LVL:+II-0 AJ`.f. TO -3/4"THREADED ROD AND ELEC.TO LOCATIONS - AND QUANTITIES) UN, P-1000 CHANNEL CONDUIT. BOTTOM OF LENS - Z - SECURED TO THREADED ROD W/ TO BE SET A7I2'-O"AFF. - _ - 4 8 - - - _ - - C UNISTRUT NUT AND'SHAKE-PROOF' J C LOCK WASHER(TYP.) UNISTRUT F-I000 CHANNEL L J TRACK SYSTEM REFER TO 5EGURED TO THREADED SCHEDULED SPUTNIK %I TRACK LIGHTING ROD WITH UNISTRUT NUT CHANDELIER 5EGURED TO TOLET ROOM HALLWAY WALL MOUNTED RGP AND ELEG.PLANS FOR AND'SHAKE-PROOF'LOCK LOWER LEVEL UNISTRUT TRACK - v LOCATIONS AND QUANTITIES ABOVE STOREFRONT. WASHER(TYPICAL) (RE:RGP AND ELEG.TO z A.C.T.GEILIN6 OPEN GEILIN6 CENTER TRACK ON TRACK HEAD-SEE LUMINIARE LOCATIONS AND QUANTITIES) m J 8'-0"A.F.F. G-I B.O.DECK P-3 STOREFRONT. SCHEDULE FOR SPECS W o\ BOTTOM OF CHANDELIER BOTTOM OF CHANDELI92 U +7-8 3 8"A.F.F. +T-b A.F.F. Q w BOTTOM OF G WOMIER N ^ V + R 3 Q� W GENERAL NOTE: m < M J REFLECTED CEILING PLAN 2 RCP DETAILS 1.TRAPEZE CHANDELIER WHERE REQD, o ¢ m o LC LE HANG FROM STRUCTURE ABOVE,TYP. W aj SCALE: 1/4• - T-W a SCALE: 3/4'-r-a A103 THREADED ROD TINO HEX NUTS,TYP. FS -FASTENED TO EXISTING STRUCTURE ABOVE Oa W Wc° 1/2"THREADED ROD W/HEX NUT i U o -FASTENED TO UNI-STRUT SECURED TO SPEAKER BRACKET ¢ 4 V NEW SPEAKER; 3 2 ' (RE:LOW VOLTAGE 4 ELECTRICAL) 0 U `U is J I B.O.NEW SPEAKER h ,.,.® 2... ... G2CC m LL oAz 0❑ SPEAKER MOUNTING DETAIL - I I 8 8 a SCALE: 3/4• _ r-o• a Sc'77F -_. sC8. BELDE_N 18/2 SPEAKER WIRE (TYP.) �I UN157RUT PROVIDEDAN57ALLED BY 5C PER PLAN, CC . Gi �� TYP. < G2 /2"THREADED ROD W/(2)HEX NUTS,TYP.- FASTENED TO UNI57RU7 ABOVE(DEVIGE FASTENED Al TO O N1L TO UNI57RUT ON OPEN GEILINS STORES ONLY; � .. FIELD VERIFY LOCATION TO HAVE DEVICE L II 2 HEAD END I CENTERED WITH ENTRY DOORS RE:AIOT) 1/2"THREADED ROD W/HEX NUT-SECURED TO TOP OF J-BOX FOR'SHOPPER TRAK' A2 DEVICE NEW SALES AREA'SHOPPER TRAK'; D p (RE:LOW VOLTAGE 4 ELECTRICAL) B.OI ON"A.FOPER TRAK'0 ENTRY Y X L NIL w I VERIFY L0 TION �W / ON SITE X G1 SHOPPER 2'-O" = I TRACK I ISHOPPER TRACK DETAIL X2 I a SCALE: 3/,f - r-o• I Y X C E_ \ P I UNISTRUT PROVIDED/INSTALLED BY SO PER.PLAN, ❑ TYP. 7FI I /� I/2"THREADED ROD W/(2)HEX NUTS,TYP.- I BOSE CC-1 gE�OCATION HT I FASTENED TO UNFASTENED 70 ISTRUT ON OPEN CEILING STORES J ONLY;FIELD VERIFY LOCATION TO HAVE CAMERAS I ON WITH ENTRY DOORS) Nwof —y I - _ w 3 O I/2"THREADED ROD W/HEX NUT L2 NIL -5EGURED TO TOP OF J-BOX FOR p _/� SECURITY CAMERA U O S E O C—1 g E A.FOR HFI HT NEW SALES AREA AND STOCK ROOM I I SECURITY CAMERA;ASE 4 ELECTRICAL)ON VOLT Fl I I Y I B.O.NEW CAMERA(IN STOCK ROOM) N I +/-12' A.F.F. FN NEW CAMERA(IN SALES AREA) FIELD VERIFY TO HAVE VIEW OF ENTRY DOORS I I CAT 5 N O L2 w r c1 1 P CAMERA MOUNTING DETAIL SCALE: 3/,V - T-O' HEAD END K 0 X2 X Y GENERAL NOTES ~ W I.SEE SECURITY VENDOR'S PLAN FOR SECURITY CAMERA LOCATIONS. I2.QUANTITY AND LOCATIONS SHOWN ON SECURITY VENDOR'S PLANS. I 6.G TO REFER TO SEOURITY VENDOR5 PLAN5 FOR BIDDIN6 AND IN5TALLATION. z � _ 60 s I w O � I z w I NIL LEGEND a cfl Y 01 SYMBOL DESCRIPTION SYMBOL DESCRIPTION z N. �� c� � AUDIO EQUIPMENT LOCATION I El BELDEN 1 8 2 SPEAKER WIRE TYP.) AUDIO SYSTEM EQUIPMENT LOCATED IN'IT'RACK I EM2 X2 �°\G, L—� -VERIFY LOCATION I SYMBOL DESCRIPTION 1.0 A2' WAP-WIRELESS ACCESS POINT RDL RCL10K POT VOLUME CONTROL LOCATION WAP INSTALLED CENTRALLY IN STORE ON VERTICAL FACE Y IN SINGLE GANG DEEP J-BOX ® OF SOFFIT OR SECURED TO UNISTRUT GRID,AS APPLICABLE.WAP TO BE INSTALLED OUT OF DIRECT SYMBOL DESCRIPTION TAP SETTING LINE OF SIGHT.LOCATION PER THIS PLAN. X2 LINE OF SIGHT E SPEAKERI OS FLUSH MOUNTED BOSE DS40,7OV,WH TE lUW/c 7 DATA FOR MONITOR NOT USED SO B 04 25W EA. Z NIT SP Q SHOPPER TRAK AT ENTRY-SEE DETAIL 3/A704 J WIRE NO. WIRE TYPE W LOW VOLTAGE PLAN MOOMSYSTEMS c� 5101 SPEAKER CABLE < 011 1703 W.FIFTH STREET•SUITE 600 2-CON.16AWG PLENUM RATED N J SCALE: 1/4• - T-0• AUSTIN,TX 78703 TEL:800.345.5000 FAX:512.380.8501 } HOME RUN TO MAIN AUDIO HEAD-DEND r 3 M PROPRIETARY NOTICE: BELDEN 16/2 OR EQUIVALENT WIRE PROVIDED AND o 3 w O THE DESIGN CONCEPTS EMBODIED IN THIS PROPOSAL ARE SPECIFICALLY FOR THIS PROJECT. INSTALLED BY CHARMING CHARLIE(TYP.ALL N O J INFORMATION HEREIN REMAINS THE SOLE PROPERTY OF MOOD:MEDIA AND IS NOT TO BE COPIED, SPEAKER WIRE) REPRODUCED.OR 07HERIWSE TRANSFERRED TO ANY OTHER DOCUMENTS;USED FOR ANY O7HER CAT 5E OR BETTER PROVIDED AND INSTALLED BY A1p4 PURPOSE;OR BE CONVEYED TO THIRD PARTIES IN ANY FORM WHATSOEVER WITHWT THE EXPRESS FCONSENT OF MOOD:MEDIA. CHARMING CHARLIE(TYP.ALL VIDEO WIRE) KEYED NOTES ZZ OI LEASE LINE. G.O.TO V.I.F. O -71 oa OEXISTING BUILDING MATERIALS TO REMAIN. S.C.TO PATCH AND REPAIR AS W C6 m REQUIRED,GLEAN TO"LIKE NEW"CONDITION. Urn a OEXI5TIN6 STOREFRONT TO REMAIN.6.6.TO PATCH AND REPAIR AS REQUIRED,NE firi 4 V CLEAN TO"LIKE W"CONDITION. OEXISTING STOREFRONT DOORS TO REMAIN.G.O.TO PATCH&REPAIR AS REQUIRED.PREPARE FOR NEW FINISH. PAINT EXTERIOR&INTERIOR AN AUTOMOTIVE 7 IN15H GRADE PAINT(RESPECTIVELY)PER 5TOREFRO14T MANUFACTURER'S RECOMMENDATIONS TO MATCH P-4. 36"H16H WHITE HALO LIT"CHARMING CHARLIE"LETTERS KID.ON EXISTING p Signage by separate 5 BJILDING FACADE.G.C.TO PROVIDE POWER AND BLOCKING A5 REOUIRED. �? permitting process B A 516NA6E UNDER SEPARATE PERMIT. OCENTER ABOVE TOREFRONT.S.G 0 PROVIDE P10WER AUND BLOGKI 6A REQUIRED, 516NA6E UNDER SEPARATE PERMIT, J 6 5 6 O NOT USED.. NEW CHARMING CHARLIE ANNIN6 PROVIDED BY TENANT,INSTALLED BY TOP OF PARAPET 0 LANDLORD. G.C.TO COORDINATE ATTACHMENT REQUIREMENTS W VENDOR AND LANDLORD. PATCH AND REPAIR 57CREPRONT FINISHES AS NEEDED, TOP OF PARAPET SECTION OF FABRIC TO HAVE WHITEMAVY BLUE STRIPES. _ 120'-8" NOT USED 9 m LL L.L.PROVIDED STORE#AND ADDRESS. — - EXISTING GAS METER TO REMAIN. U ., Q 12 EXI5TIN6 ELECTRIC PANEL TO REMAIN.SEE ELECTRICAL SHEETS FOR MORE •;�^ � .„. � NFORMATION. 13 EXISTING OVERFLOW STORM DRAIN SPOUT TO REMAIN. _ 14 NOT USED. Q � io 15 NOT USED. 1T10'OP_0"OF STOREFRONT AVELAL L 16 NOT USED. r \ i MAIN FLOOR 100'-0" 4 a1 EXTERIOR FRONT ELEVATION III nrlDnvNir+GSA�Butmaa SCALE: Ua• - T-o• Signage by separate permitting process D E s I I I I I 1 TOP OF PARAPET TOP OF PARAPET 120'-8" 10 uj TOP OF STOREFRONT Z - LL U � MAIN FLOOR ���� 100'-0" 13 12 I I • , • a2l EXTERIOR REAR ELEVATION ALL 56NASE Adm AvtllN6s P�iROee 2-1 SCALE: 1/4' - T-0' a SEPAruTE PEFu41r. w J Lu 3 ¢ I10 3 R-Q x W A200 KEYED NOTES ZZ OI LEASE LINE. G.O.TO V.I.F. O -71 oa OEXISTING 51JILDING MATERIALS TO REMAIN. &G.TO PATCH AND REPAIR AS REOUIRED,GLEAN TO"LIKE NEW"CONDITION. 2Urn - Q� a OEXI5TIN6 STOREFRONT TO REMAIN.6.6.TO PATCH AND REPAIR AS RE NEW REWIRED, firi 4 V CLEAN TO"LIKE "CONDITION. O4 NOT USED. ONOT USED. O50"HIGH NAVY HALO LIT"C"LETTER MTD.ON EXI5TIN6 EIILDIN6 FACADE. CENTER ABOVE STOREFRONT.SO.TO PROVIDE POWER AND BLOCKING AS Signage by separate REQUIRED. 51GNAGE UNDER SEPARATE PERMIT. R `3 2 permitting process u O NOT USED.. ONEW CHARMING CHARLIE AANIN6 PROVIDED BY TENANT,INSTALLED BY LANDLORD. 6.C.TO COORDINATE ATTACHMENT REQUIREMENT5 W/VENDOR J AND LANDLORD. PATCH AND REPAIR STOREFRONT FIN15HE5 AS NEEDED. 5 SECTION OF FABRIC TO HAVE WHITE/NAVY BLUE STRIPES. I I I I I 9 NOT USED. TOP OF PARAPET 10 NOT USED. TOP OF PARAPET 120'-8" 11 NOT U5ED. 12 NOT USED. m LL 3 E NOT USED. Q EXISTING SIDE EXTERIOR DOOR TO REMAIN.6.0.TO PATCH AND REPAIR AS Q REQUIRED,GLEAN TO"LIKE NEA"CONDITION. S S EXISTING ROOF ACCESS ER TO REMAIN. O LADDER I6 TENANT PROVIDED REAR DOOR VINYL LETTERS. 2 O TOP OF STOREFRONT z 110'-0" 8 <% \ 3 MAIN FLOOR / 100' 15 14 16 a1 EXTERIOR SIDE ELEVATION ALL 516NPbE APID AYNN65 ARE UND6t SCALES 1/,V - T-17 A SEPARATE PERNT. Signage by separate 2 permitting process 3 s 1 I I I I TOP OF PARAPET TOP OF PARAPET 120'-8„ Lu 4 TOP OF STOREFRON Z 8 U Q 2 U � 3 // MAIN FLOOR 100,_ aI EXTERIOR SIDE ELEVATION ALL516NA6EANDAWUN65A�IRIDFR -* 2 SCALES 1/a• - T-17 A SEPARATE PERMIT. W J W 3 ¢ 0 I1 3 IROW x A20 � 0 U `U W J h m LL IN a U - a � N S 115 10'-2" 7 SEE FLOOR PLAN FOR PARTITION TYPE. PAINT P-3 PAINT.SEE SHEET A600 11 UNISTRUT HEIGHT +/-13'-0'A.F.F. I"PRE-FINISHED °1 5RA55 TRIM,TYP. I"PRE-FINISHED 36"H CUSTOM'C'CREST BY BRASS TRIM,TYR TENANT. G.G.TO PROVIDE - BLOGKING AS REQUIRED. TRACK HEAD INSTALLED 2'FROM SEE ELECTRICAL DRAWINGS CENTER OF LIGHT FIXTURE FOR POWER REOUIREMENT5. 1/2"QUARTER ROUND ; NEW SECURITY CAMERA; PAINT,SEE SHEET A600 (RE:A104 LOW VOLTAGE TRIM BY GG ON ALL 3 PLAN$ELECTRJ SIDES OF COUNTER- FAINTED WHITE AND CAULK ALL EDGES _ 1"PRE-FINISHED SERVICE DOOR — b BRASS TRIM,TYP. BELL CHIME PAINT P-4� PAINT.SEE SHEET A600 VOLUME CONTROL FOR AUDIO SYSTEM (BOTH SIDES) TELEPHONE CONNECTION (BOTH SIDES) ❑ ❑❑ ❑ 5/4"PLYWOOD COUNTERTOP PAINT,SEE SHEET A600 GLAD WITH PLASTIC LAMINATE ry PLYWOOD MILLWORK, PROVIDED BY TENANT SURF E- I'-O" 2" I'O" l SECURED BACK C O BLOCK�NG, INSIDE CLEAR RE:SIGN VENDOR FOR EXACT 3g° 38 BLOOKING REQUIREMENT5/1-OCATION5 LELEEVATION : 1/2•-T-0' I"PRE-FINISHED BRASS TRIM (TYP) uj TELEPHONE CONNECTION AND VOLUME CONTROL FOR AUDIO SYSTEM(BOTH SIDES)VERIFY FINAL LOCATION. SERVICE DOOR BELL CHIME(ONE W Z — SIDE) Lu CC CRE5T AT CASHWRAP, mime Q 1/2"QUARTER ROUND TRIM BY CC,ON RE:ELECTRICAL FOR m i ALL B SIDES OF COUNTER-PAINTED DETAILS.ALL 516NAGE TO '"v LL Q 5EE FLOOR PLAN FOR WHITE AND CAULK ALL EDGE-5 PARTITION TYPE E APPROVED UNDER D S 3/4"PLYWOO COUNTERTOP SEPARATE SUBMITTAL. ro () Z PLYWOOD MILLWORK, OLADDED WITH PLASTIC LAMINATE; v PROVIDED BY TENANT COLOR TO BE SELECTED BY TENANT F- 7 w q � I"PRE-FINISHED n 3 V BRASS TRIM,TYP. m Lu 1/2"QUARTER ROUND w ca TRIM BY GG ON ALL 3 of + SIDES OF COUNTER co PAINTED WHITE AND 8 - �? a Ud CAULK ALL ED6E5 o J INSIDE CLEAR31. AIGI T aENLARGED PLAN - BACK WRAP ALCOVE al SECTION BACKWRAP ALCOVE SCALE: 1/2•-T-W SCALE: r-1-17 Ne ;.I w Q No m A300 W KEYED NOTES z 0 0a SYMBOL DESCRIPTION REMARKS W W TOILETPA O PER DISPENSER: SURFACE MOUNTED HALLNAY BOBRICK"8-2888" ¢ 44 V ffi 14 - - -- -- ----------- O PAPER TOWEL DISPENSER d WASTE RECEPTACLE RECESSED MOUNTED .... BOBRICK S-36q" 12 SANITARY WA5TE RECEPTACLE: SURFACE MOUNTED 6 O BOBRICK"B-2}0" MIRROR AT LAVATORIES: 18"W x'A"H q tO ..ii BOBRICK"8 "-165 1830 o 2 O ACCESSIBLE 6RAB BARS: 1 1/2 DIAM.x 36 L AND 11/2 DIAM x 42 L LOCATED 35 TO TOP OF GRAB BOBRICK"15-6806"SERIES BAR ABOVE FINISHED FLOOR IN/NON-SLIP SURFACE PROVIDE WALL SUPPORT NOMENS 400 BLOCKIN6 TO ALLOW BARS TO SUPPORT 250 LES OF FORGE APPLIED IN ANY 2D WIL DIRECTION GRAB BAR MUST HAVE 11/2 CLEAR BETWEEN WALL 8 GRAB BAR. PROVIDE I/2"DIAM.x 18"L VERT.GRAB BAR WHERE REQ'D(SEE DWGSJ LAVATORY REFER TO MEP DW65. } INSULATION BELOW LAVATORY:TRUEBRO HANDI INSULATE P-TRAP AND ANGLE VALVES NV FULLY MOLDED INSULATION KIT PER Al /g" o p LAV-GUARD ADAAG REOUIREMENT5 Al w a NATER CL05ET REFER TO MEP DW55. 113 ELONGATED SEAT REFER TO MEP DW65. m LL :g q v _ 400 o gLi Q C DRINKING FOUNTAIN REFER TO MEP DW65. V ' 5 rimI : O O Q 3 SEAT COVER DISPENSER: SURFACE MOUNTED BOBRICK"B-22I" S —LL MOP SINK REFER TO MEP DW65. 2 GOAT HOOK REFER TO DOOR SCHEDULE Q GHANGING TABLE INSTALL PER ADAA6 ACCESSIBILITY STANDARDS AND FOLLOW MANUFACTURER'S 13 RECOMMENDATIONS. T.RM. 2-O 14 50AP DISPENSER G.G.TO INSTALL TENANT PROVIDED SOAP DISPENSER 4A NOTES: ALL TOILET ACCESSORIES AND FIXTURES SHALL MEET ALL REGUIREMENT5 OF THE ADAA6 ACOE551BILITY 6UIDELINE5 PROVIDE ALL AGCE55ORIE5 AS SPECIFIED(OR EGUIVALENT).REFER TO PLUMBING DRAWI14G5 FOR FIXTURE 5PEOIFIOATION5 i I i i i 14 i_______a__ __ aENLARGED TOILET FLOOR PLAN SCALES 1/2• - T-V P-3 p-3 P-3 p_B 4 4 10 // 12 13 14 5 g FRP-I FRP-I FRP-I o 0 0 0 ei m � m 01 FRP-I } RB-I RB-I RB-I RB-I 3 }_q 8 WOMEN'S ONLY ELEVATION A ELEVATION B ELEVATION C ELEVATION D a TYP. TOILET ROOM ELEVATIONS NOTE REFER TO DETAILS ON SHEET 6003 FOR SCALE: 1/2• - T-T ADDITIONAL INFORMATION. w P-3 P-3 4B 400 WATER HEATER,SEE PLUMBING SHEETS. SECURE METAL STUDS TO WALL 2'-0.,O.C.AT THIS AREA OF WORK. H (2)I/4"x4"STEEL BACKING PLATES Lu MINIMUM MOUNTING HEIGHT FASTENED TO 5TUD5 W/3/8"x2-I/2" P 3 L____J FOR BOTTOM OF ___ LAS BOLTS. Q PLATFORM®qb"A.F.F. 1 N24 GA.GALVANIZED STEEL LL LLQ STRAP 5GREW INTO BACK PLATE B.O.AGT C49UNB mK WITH I-I/2"MIN.SGREW5 IN LOWER U AND UPPER 1/B OF WATER HEATER. PROVIDE 2x4 WOOD STUD BACKING q ACCESSIBILITY SIGNAGE. q ON STUDS FOR SECURING WATER HEATER MOUNTING FRAME. SECURE SEE SHEET 6003 FRAME TO 2x4 BAOKIN6. 5/4"OD a P 3 PLYWOOD BELOW WATER HEATER t HI-LO H.G.DRINKING l M6-I DRAIN PAN A5 PLATFORM. j FOUNTAIN. T SEE SHEET 6003. - w SECTION B J w z FRp-I - L~u J FRP-I M6-I FRP-I 48"CLEAR FLOOR 4 ---- O RBI �eEl� > Lu — w Q ELEVATION A ELEVATION B ELEVATION A 3 0= a NOTE 3 =o z HALLWAY ELEVATIONS REFER TG DETAILS ON SHEET 6003 FOR a MOP SINK ELEVATIONS SCALE: 1/2• - T-W ADDITIONAL INFORMATION. SCALE: 1/2• - r-W e � 0 U `U ILL W J h m LL a U - a � N S Q 2"X 2"X Ile,"®EA PIPE STRUT ATTACH TO WOOD FRAMING MEMBER W/1/2'DIA X 3"LAC BOLTS PIPE STRUT SCHEDULE ALLOWABLE LENGTH PIPE WALL THKNE55 FLATTEN PIPE ENDS-DRILL 4 IbLSERT EMT IMG OR RMG PIPE STRUT SIZE EMT+.151" 1/4"DIA MACHINE BOLT(TYP.AT EACH 3'-10" 4'-4. 1/2"DIA.5TD.WT.PIPE IMG+25" END) 5'-2" 5'-T' 3/4'.DIA.5TD.AT.PIPE RMG+.25" 6.1.1 1'-0. 1'DIA.5TD.AT PIPE GONT MTL.57UD BLOCW6. PIPE STRUT®12'-0"O.G.E.W.(SEE 6'-6" 9'-0" 1-1/4"DIA.5TD.AT.PIPE SCHEDULE FOR SIZE) C,0" 10'-5" 1-1/2"DIA.5TD.AT.PIPE --- 13'-2" 2"DIA.STD.WT PIPE THE UNATTACHED PERIMETER 12 GA.HANGER WIRE SHALL HAVE A MINIMUM ®4'-0"O.G. 1/2"CLEARANCE®END SUSPENDED GEILIN6 SEISMIC SUPPORT SYSTEM OF COMPONENTS 12 GA.BRACE WIRES TO 2"MAX.FROM BRACING WIRES A.FOR ALL PEW SUSPENDED GEILIN6 SYSTEMS THE FOLLOWING CONDITIONS SHALL BE FULFILLED PER BE ATTACHED®MAX.OF TO GROSS TEES BUILDING CODE:FOUR NO.12 GAUGE WIRES SHALL BE SECURED TO THE MAIN RUNNER WITHIN 2" OF THE 12 6A.HANGER WIRE 45°,MIN. 4 TIGHT TURNS IN GRO55 RUNNER INTERSECTION 8 5PLAYED 90 D65.FROM EA.OTHER® AN ANGLE NOT EXGEEDING 45 1-1/2'AT BOTH SIDES OF �° DEGREES FROM THE PLANE OF THE 0L6.THE VERTICAL STRUT,FASTENED TO THE MAIN RUNNER SHALL SPACER BAR ALL BRAGINC WIRE,TYP. �'E- BE EXTENDED TO 6 FASTENED TO THE STRUCTURAL MEMBERS ABOVE AND GEILIN6 6RID BELOW. 2 0" HANGER WIRE MAIN RUNNER OR THESE 5TRUT5 SHALL BE PLACED 12'0.G.IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6'FROM 4'-O'O.G.ALONG MAIN GROSS TEE Ph EACH WALL.ATTACHMENT OF THE RESTRAINT WIRES TO THE STRICTURE ABOVE SHALL BE ADEQUATE RUNNER MAIN RUNNER FOR THE LOAD IMPOSED. 3 MIN.TIGHT TURNS B.ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM.MAIN RUNNERS 8 CRO55 IN 1 1/2" GROSS TEE RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALL5 W/CLEARANCE BTWN WALL d RUNNERS MAINTAINED AT THE OTHER TWO(2)MALLS O f N G.D15GONTIN0005 END5 OF GROSS RUNNERS&MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN b"OF SUCH DISCONTINUITIES THAT MAY OCCUR WHERE THE 6EILIN6 15 DISRUPTED BY A WALL. � 3 k' Q D.ALL 24"x 45"CEILING LIGHT FIXTURES 6 24"x 24"H.VA.C.AIR RECISTER5 SHALL BE SUPPORTED BY A CROSS TEE® MINIMUM OF TWO(2)HANGERS®OPPOSITE CORNERS. GEILIN6 SYSTEM SHALL NOT SUPPORT OTHER 2'-0"O.G.OR ITEMS. 4 MIN.716HT 7URN5 WALL ANGLE 1'-0"Ob.AS AT BOTH EN05 OF SHOWN SHIM AS NEEDED 5RACIN6 WIRE. WALL MAIN RUNNER NOTE: ®4'-0"O.G. FOR CLARITY LAY-IN PANELS ARE NOT SHOWN LAY-IN PANELS,SEE SPECS 14 CROSS TEE DETAIL 13 ACOUSTICAL TILE CEILING DETAIL �2 ACOUSTICAL TILE DETAIL 11 HANGER WIRE DETAIL SCALE- 3--T-W SCALE- 3--T-V SCALE: N.T.B. SCALE- 3--T-W I I I I SPLICE GLIP I I I I "x 1 11/16"x v' KNURLED CHANNEL MOLDING - 'y�� , ' ILr ACCESS DOOR #10 X 1-1/2" #10 X 1-1/2" %MA�N EL WOOD 5GREW WOOD 5GREW J 57EEL STRAP I"WIDE X GEILIN6 CLIP"HILTI° 2"LONG X 12 6A.MIN. s _ MAIN TEE OR EQUAL 13 GA. `^ l X 3/4"WIDE. o 0 " 12 CA.HANGER WIRE D O Q ®4'-0"O.G.ALONG 1 ° MAIN RUNNER / TEE OFF-MODULE 12 6A.HAN6ER WIRE GR055 TEE ( I ®4'-0"O.G.ALONG MAIN RUNNER :o 5/5"GYP.BOARD GEILIN6 SPLAYED SEISMIC CROSS TEES AN51TION GLIP - BRAGIN6 WIRE. PAINTED METAL ACCESS DOOR II} /� VERTICAL HAN6Ll2 a SPLAYED SEISMIC BR4C IN6 MAIN TEE ANGLE MOLDIN&J n WIRE AT7AGFingNT ✓ WIRE ATTAC44MEENT - GYPSUM PANEL ANGLE MOLDING Lu A E- N.TACCESS DOOR DETAIL a WIRE ATTACHMENT a E- N.TDRYWALL SUSPENSION DETAIL a E- N.TDRYWALL SUSPENSION DETAIL a DRYWALL SUSPENSION DETAIL SCAL .B SCALE- N.TS SCALE- SCAL .S. SCALE- N.T.S. 1= Lu MAIN TEES Z Q u_ Q Z_ 12"HANGER WIRE 12"HANGER WIRE U GYPSUM PANEL CHANNEL MOLDING H GYPSUM PANEL GYPSUM PANEL MAIN TEE TRANSITION CLIP MAIN TEE °d i MAIN TEE OR �_ Sl O O H7 o MAIN TEE GROSS TE U U D 0 LI GROSS TEE _ n GR055 CHANNEL _ • AW GYPSUM PANEL U56 093 GYPSUM PANEL CONTROL JOINT FIRE EXPANSION NOTCH FIRE EXPANSION NOTCH MAIN TEE SPLICE SCREW INTO MOLDING MAIN TEE SPLICE AN6LE MOLDING AT PERIMETER J al GYPSUM BOARD CEILING al DRYWALL SUSPENSION DETAIL al DRYWALL SUSPENSION DETAIL al DRYWALL SUSPENSION DETAIL al GYPSUM BOARD CEILING a SCALE- N.T.B SCALE: T-T-V SCALE- N.T.S. SCALE: N.TS SCALE- N.T.B. LL 3 � R \ Z 2 �5 T il 2_0;.I 2_o U A50 W W Z O ON wwm ` 9 b'SURFACE UNFINISHED MDO BY b" F54 12"O.G. UNFINISHED MOO BY b" pHq 2"O.G. I'-0" 5H4 l () A TENANT INSTALLED BY FIXED 5HELF TYP. TENANT INSTALLED BY SINGLE HAN6 MTD.STANDARDS. FIXTURE INSTALLER 1 FIXTURE INSTALLER DOUBLE HAN6 TYP (TYP) ¢ 44 v 1�_b� m REF PLAN 45"xl8"SHELVES(TYR 6 4&'AVSHELVES(TYP 0.0. O.G. TYP. TYP. . a " VAR I'-O" VARIES 9JRFAGE MOUNTED SURFACE MOUNTED METAL METAL STANDARDS STANDARDS ________— chi, O.G. ADJACENT _ ADJACENT ADZl.A STANDARD STANDARD 4 p �_ 4 TYPICAL SHELVING PROVIDED < 12'O.G.(T1'P) < 12'O.G.(T1'P) O.O.(TYP) 1-1/2"HOLE5 WITH BY TENANT.6.G TO OUT GROMMETS AT SHELVIN6 IN THE FIELD TO FIT n ? \ J TELEPHONE LOCATIONS THE ROOM 4 4 1 O SELF-EDGE PLASTIC o o MMAX. LAMINATE TOP,AND QUAD AND DATA AT 15" m - m ;EDGE,BACK ED6E TO BE AFF O.G Qi o5GRIBED TO WALL -SELF-EDGE PLASTIC LAMINATE CONTINUOUS 2x4 = TOP AND E06E G O TO MAKE AGROMMET HOLE IN CENTER OF DESKm n m Q _ m HILTI TODDLER N }"HILTI T06GLER - }"HILTI T0"0.0. U SPACED 12"O.G.ON SPACED 12"O.G.ON SPADED 12"O.G.ON = EACH STANDARD,TYP. EACH STANDARD,TYP. EACH STANDARD,TYP. Q N S FILE GAB.(N.LG.) al MANAGERS DESK SECTION al MANAGERS DESK ELEVATIONS al FS4-BACK OF HOUSE SHELVING a DI4-BACK OF HOUSE SHELVING a 81-14-BACK OF HOUSE SHELVING a SCALE: 1/Y - T-W SCALE 1/2• - T-W SCALE 11T-T-0• SCALD 1/2•-T-W SCALD 1/2•-T-W VARIES VARIES 0 0 0 0 0 0 a 0 0 N 0 0 0 0 0 0 0 0 0 0 0 ° o 0 O Ci 0 o p 0 0 o J o I"X 4"WOOD BLOCKING;PAINT TO ° 0 o 0 _ MATCH WALL,SECURE WITH FIRE ° 0 o 0 RATED SCREWS TO SCHEDULED ° o 0 0 s PARTITION. a BEE FLOOR PLAN FOR PARTITION TYPE ° 0 0 0 0 0 0 O B WING WALLS.SEE 0 SECURE 10'SHELVIN6 I"X 4"WOOD BLOCKING;PAINT TO MATCH WALL,SECURE PARTITION TYPE UNIT TO WOOD BLOCKING WITH FIRE RATED 5GREW5 TO SCHEDULED PARTITION. W/HILTI T06GLE BOLT5 4 BLOCKING TO OCCUR WHERE BULK STORAGE RACKS ARE ®12"O.C. ABDI TO BE PLACED.G.O.TO COORDINATE LOCATION WITH IYP. TENANT BEFORE MOUNTING WOOD BLOCKING. VARIES VARIES VARIES 5EE FIXTURE PLAN FOR SHELVING TYPE i SEE FLOOR PLAN FOR PARTITION ° ° ° ° ° ° TYPE CO ° 0 ° 0 0 0 0 ° 0 0 0 0 0 0 0 =� 0 WALL MOUNTED STANDARD cq SCHEDULED TENANT J 0 0 F- EQUIPMENT(RE:FIXTURE Q Q ALLOCATION-SHEET AIOI) ILL Q ° 0 0 0 0 0 0 0 © Z ° 0 ° 0 0 0 0 0 U 0 SHELVING AI BE CONSTRUCTED [IL_ L FROM REMAINING MATERIAL FROM F54,DH4,OR SH4. ° o ° o 0 STANDARD SECURE SHELF WITH 2X2 TO THE - ° 0 0 0 0 0 0 0 r WALL 8" 2'-I" 48" G.G.TO PROVIDE Lu CONTINUOUS METAL CORNER ° ° r , GUARD AT ALL OUTSIDE O o _ GORNER5(TYPIGAL) - Z ° o ° 0 0 0 0 _ SCHEDULED TENANT EQUIPMENT TO BE SCHEDULED TENANT EQUIPMENT ° o ° o 0 0 0 0 a ADA ACCESSIBLE(RE:FIXTURE ° 0 0 0 0 0 0 0 '�' ALLOCATION-SHEET AIOU G.C.TO TO BE ADA ACCESSIBLE(RE: VERIFY SPACE REQUIREMENTS PRIOR FIXTURE ALLOCATION-SHEET co ° ° ° ° ° 0 ° ° TO PURCHASE AND INSTALLATION AIOU TYPICAL ELE CTRICAL OUTLET PAINT GYP.BD.ON M.E.PJ 3-5/8"METAL STUDS AS w 5GHEDULED Q 0 0 0° L— J WALL MOUNTED STANDARD 0 ° 0 0 0 0 0 0 0 SCHEDULED BASE SEE FLOOR PLAN FOR ' O GORNER 5UARD5,MG-I (RE:FINISH FLOOR PLAN A102) tFFPFF= ACTUAL WALL LAYOUT E N w//� 3 \ VJ a4 SECT. STOCKRM. SHELVING UNIT 3 ELEVATION STOCKROOM SHELVING UNIT 2 ELEVATION MICROWAVE NICHE WALL 1 ENLARGED MICROWAVE NICHE PLAN o w o m l SCALE: 3/4'-T-0' a l SCALE: 3/4•-T-0' a SCALE T-1'-0• a SCALE T-1'-0• - A5®1 wl R.O.(TYPJ I I P-4 P-4 EQ. 3'-2" SO. G.G.TO PROVIDE Y"FIT OPEN i DOOR TRIM. PLYWOOD BEHIND GYP.BD. PAINT P-3. AS MOUNTING SUBSTRATE VENDOR SUPPLIED WALL5 WHERE MIRRORS FITTING ROOM (2)WALL MM.HANG EXIST.USE 6"HIGH METAL DOOR. BARS WITH STRAPPING IN WALL AS J 3"HIGH METAL REQ'D. STRAPPING IN WALL, (2)WALL MTD. SGB FITTING ROOM v CENTERED WITH HANG I I HANGBARS. BARS AS SHOWN. WALL SCONCE SEE ELEGTRIGAL SHEETS GHAIRRAIL 4 GHAIRRAIL. FOR MORE PAINT P-3. PAINT P-3. 4 TYP. GR-I TYP. LL Ind EAD BOARD._ B m� a BEAD BOARD. PAINT P-3. - _ V ,. _ FAINT P-3. BB-I TYP. Q I I BB-I cv I 3"HIGH METAL Q I = I STRAPPING �� INSTALLED IN UQ = WALL AS SHOWN 48" TYP.I v I I = = a P1 4'-0" OPEN I = _ _ _ B-4 SECURE BENCH W/BLOCKING B.q 8-4 B-4 MT-I TO METAL STRAPPING. ELEVATION A ELEVATION B ELEVATION C ELEVATION D 0 al FITTING ROOM ELEVATIONS "°E' � G.G.TO PROVIDE 8 INSTALL ALL FITTING ROOM BEAD BOARD,TRIM,MIRRORS,8 MIRROR FRAMES. G.G.TO PAINT/REPAIR ANY DAMA6ED BEAD BOARD.G.G.TO PATCH ALL NAIL HOLES,CORNERS, 0 SCALE 112--f-V ETC.ON ALL BEAD BOARD AND TRIM IN FITTING ROOMS TO ACHIEVE SEAMLESS FINISHED PRODUCT. FrrrMi ROOM 0 Ec e� EG IL 7 /L-�� FRM 3D I I EQ. 3'-2" SO. G.G.TO PROVIDE Y"FRT _ I OPEN I DOOR TRIM. PLYWOOD BEHIND GYP.BD. / 3C 3A I I FAINT F-3. AS MOUNTING SUBSTRATE I VENDOR SUPPLIED WALLS WHERE MIRRORS 3B I I (2)WALL MTD.HANG EXIST.USE 6"HIGH METAL FITTING ROOM BARS WITH STRAPPING IN WALL AS I I nn I DOOR. 3"HIGH METAL REQ'D. STRAPPING IN WALL, i\ I✓ / g (2)�L�_ CENTERED WITH HANG 5G8 FITTING ROOM 3"HIGH HANGBAR5. BARS AS SHOWN. WALL SCONCE SEE/ GHAIRRAIL. ELEGTRIGAL SHEETS TYP. P-3. 0 3"HIGH FOR MORE . . = HAIRRAIL. NFORMATION G I T L�Ji o I I O =/ = PAINT P-3. 4 BOARD = GR-I TYF. PAINT P-3. - d I I BB-I TYP. — — — — — — — BEAD BOARD. m 4 I 3"HIGH METAL PAINT P-3. STRAPPING BB-I TYP. INSTALLED IN WALL AS SHOWN \\ o s v II III - OPEN I m111111TITIIIIIIII - - - 14�4 +�" SECURE BENCH W/BLOCKING B-4 B-4 B-4 MT-I �J TO METAL STRAPPING. ELEVATION A ELEVATION B ELEVATION C ELEVATION D a ENLARGED FITTING ROOM PLAN a H.C. FITTING ROOM ELEVATIONS NOTE G.G.TO PROVIDE 8 INSTALL ALL FITTING ROOM BEAD BOARD,TRIM,MIRRORS,8 MIRROR FRAMES. 6.G.TO FAINT/REPAIR ANY DAMAGED BEAD BOARD.6.0.TO PATCH ALL NAIL HOLES,CORNERS, SCALE: 1/2'-T-W SCALE: 1/2'-T-W ETC.ON ALL BEAD BOARD AND TRIM IN FITTING ROOMS TO ACHIEVE SEAMLESS FINISHED PRODUCT. w PER AIOI I. I. G.G.TO PROVIDE Y,"FRT 2 (~/J 05 PLYWOOD BEHIND GYP.BD.AS MOUNTIN6 SUBSTRATE _ WALL5 WHERE MIRRORS EXIST,USE 6'HIGH METAL Q STRAPPING IN WALL AS REQ'D. Z _ // = SEE SHEET AIO2 FOR FINISHES. U m 6"HIGH METAL NOTE:ENSURE ALL COLUMN STRAFFIN6 IN WRAF5 ARE EQUAL 8 5QUARE. WALL AS SHOWN. TOP OF TRIM EXISTING EXPOSED GOLUMN. f ai PAINT P-3. EQUAL 8 SQUARE PREFINI5HED TRIM,PAINT P-I a 06 0 O LAYER 5/5" GYP.BD.PAINT P-4. w a = 3 5/8"METAL STUD FRAMING MIRROR BY N a a FROM FLOOR TO IO'-8"A.F.F. - Q //o CONTRACTOR; ❑ INSTALL TIGHT AROUND F CI) - EXISTING COLUMN aF SEE SHT.AIOI. " J ro a = a (I)LAYER 5/6""TYPE X" SOT.OF TRIM Q FLOOR BASE.SEE GYP.BD.PAINT P-3. SCHEDULE. w Q STRUCTURAL GOLUMN. 6.0.TO VERIFY SIZE - D Z G.G.TO IN57AI-L BLOCKING TO ALIGN AS 5HOWN. Q J FLOOR BASE BELOW. FLOOR BASE TO MATCH 5ALE5 AREA FLOOR BASE Q PLAN ELEVATION ^ w aAMA MIRROR ELEVATION aI REAR MIRROR ELEVATION al TYPICAL COLUMN ENCLOSURE DETAIL 3 } Q a SCALE: 1/Y-T-W SCALE:- 1/Y-T-W SCALE: N.T.B. 3 j Z �o w A502 DOOR TYPES DOOR SCHEDULE HARDWARE GROUPS MARK ROOM SIZE DOOR FRAME HDW. FIRE DETAILS SET NO. DESCRIPTION Z NAME (W x H x TO TYPE TYPE SET RATING HEAD JAMB THRE5 REMARKS O PAINT EXTERIOR k INTERIOR AN AUTOMOTIVE FINISH GRADE PAINT PER HW-I OFFSET PIVOT HINGES 100 EXTERIOR ENTRY EXIST EXIST EXIST EXIST -- EXIST EXIST 3/A102 STOREFRONT MANUFACTURER'S RECOMMENDATIONS TO MATCH P-4. P.O. ICI NOT USED PU5H/PULL HA CONGEALED CLOSERS 3'-I -- -- -- -- -- -- -= RDW,�E T 102 H.G.FITTING ROOM 5'-O"x10'-0"xl-5/4" H VENDOR HA-5 - 5/A503 4/A505 - PROVIDED BY TENANT G.O.TO PROVIDE ROUGH OPENIN6. 103 FITTING ROOM 3'-O"xIO'-O'SJ-3/4" H ENDO HW-5 -- 3/A503 4/A503 PROVIDED BY TENANT 6b.TO PROVIDE ROUGH OPENING. OPEN _ 104 1 HALLWAY 3'-0 H.M "xT-O"xI-3/4" F2 HA-7 -- I/A503 2/A503 -- HW-2 &.G.TO SUPPLY DOOR HARDWARE PER MANUFACTURER'S SPECIFICATIONS. . 105 WOMEN'S TOILET ROOM 3'-O"xT-O"XI-5/4" F H.M. HA-4 -- I/A503 2/A505 -- ` 106 MEN'5 TOILET ROOM 5'-0"x"1'-0"XI-5/4" F H.M. HA-4 -- I/A503 2/A505 -- (1-1/2 PRJ BUTT HINGES,HA6ER#BBITI9,4-1/2 XX 4-1/2,626 _a I,, - - __ HW 5 (I)TENANT VENDOR PROVIDED L C kE, Dry W O 0 10'1 STOCK ROOM 3'-O"xT-O"xl-3/4" F2 H.M. HA-T I/A503 2/A503 2/A102 J L L 0 o (U CLOSER,LGN3�4F _ 108 DISPLAY 2'-O"x"1'-O"xl-5/4" F2 H.M. HA-"I -- I/A503 2/A503SILENCERS, AO 0 a9 I09 DISPLAY 2'-O"xT-O"xl-3/4" F2 H.M. HA-T -- I/A503 2/A503 -- HOOK, WIN#0740.264,3"PROJECTION,SATIN CHROME FINISH 110 REAR EXIT EXISTING EXIST EXIST EXIST - EXI5T EXIST b/A503 EXIST.H.M.REAR ECRE55 DOOR TO REMAIN. GLEAN AND REPAIR TO (I)U-0HANGE CYLINDER-VENDOR TO PROVIDE LOCKSET SEE "LIKE NEW CONDITION AS NEEDED. MAINTAIN KEY LOCK PER FIRE HW-4 (I-I/2 PRJ BUTT HINGES,HALER#BBI2Tq,4-I/2 X 4-I/2,626 J REMAR S DE PT.REQUIREMENTS.G.G.TO PROVIDE AND INSTALL PEEP HOLE 6 (I)LEVER HANDLE PRIVACY FUNCTION LOCKSET-5GHLA6E ND405,626,ATHENS WEATHER STRIPPING IF NOT EXISTING.6. (I)CLOSER,LGN#4041 1 GENERAL CONTRACTOR TO (I)DOOR STOP,TRIMCO#1231 DOOR TYPE A DOOR TYPE B DOOR 71T�E{{ DOM TYPE P P2 � RI 15TING HARDWARE AS,OR IDE AS REQUIRED,A PANIC (3)SILENCERS,IVE5#5R64 MEDIUM STILE CUSTOM DOORS W/ VENDOR PROVIDED HOLLOW METAL HOLLOW METAL BAR,PUSH PAD OR LEVER iHAi UNLOCKS IN A SINGLE MOTION. (2)KICKPLATE5,ROCKWOOD®KI050F,10"X 54"(BOTH SIDES OF DOOR) 570REFRON7 DOOR5. PINK POWDER DOOR, G.G.TO DOOR W/PAINTED DOOR W/PAINTED (1)COAT HOOK,BALDWIN#0740.264,3"PROJECTION,SATIN CHROME FINISH COATING BY VENDOR. INSTALL o ROUGH FINISH FINISH,PUSH/-ULL NOTES. OPENING LEVER HANDLE HARDWARE AND 1. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. *IF ANY HARDWARE 15 NOT EXI5TIN6,S.C.TO PROVIDE. HARDWARE KIGKPLATE. 2. MAIN ENTRANCE/EXIT DOORS SHALL REMAIN OPEN WRING ALL BUSINESS HOURS.TENANT SHALL P057 A SIGN IN A CLEARLY CONSPICUOUS LOCATION STATING"THIS DOOR SHALL REMAIN OPEN m LL WHEN WI 15 IS or AND LOCATE AT THE J05511E AS DIRECTED BY CITY BALDING INSPECTOR HW-5 TENANT PROVIDED LEVER HANDLE HARDWARE-ADA COMPLIANT 5. ALL DOORS DE51CNATFO WITH AN(E)ARE EXI5TIN6 TO REMAIN WITH EX15TINC HARDWARE$FINISH TYPICAL UNLE55 NOTED OTHERWI5E. S.C.TO BRING TO"LIKE NEW"CONDITION. Q 4. ALL DOORS AND HARDWARE PROVIDED BY TENANT AND INSTALLED BY G.C. V 5. ALL DOORS TO BE PAINTED TO MATCH P-1 U.NO. Q HW-b (1)EXIT DEVICE. DETEX#V40xEB-ALARMED EXIT DEVICE POWERED BY 57ANIPARD cv 9-VOLT BATTERY (1)U-CHANGE CYLINDER (5)SILENCERS,IVE5#5R64 (1)DOOR VIEWER:HALER MODEL#I755;MATCH FRAME FINISH (I)CLOSER,LON#4041,DURANODI0 FINISH Q (1)KICKPLATE,ROGKWOOD KI0 50F,10'X 34" TENANT 516N AT CORRIDOR SIDE OF REAR DOOR PER TENANT CRITERIA *EXI5TIN6 PANIC,HARDWARE TO REMAIN AND BE REFURBISHED TO"LIKE NEW" GONDITION. *IF ANY HARDWARE 15 NOT EXISTING,G.G.TO PROVIDE. HIN-T (1-1/2 FRJ BUTT HIN&E5,HALER#BBI2"19,4-1/2 X 4-1/2,626 (I)CLOSER,LGN#4041 (3)51LENGER5,IVE5#5R64 (1)KICKPLATE,ROOKWOOD®K1050F,10"X I., PUSH d PULL PLATE:P05H-HALER 505 4XI6 US 28 PULL-HA6ER H-53E 4XI6 PLATE U5 28 HW-8 CONTINUOUS HINGES FLOOR 5TRIKE5 (I PRJ CONGEALED CLOSERS (I PRJ CUSTOM PUSH/PULL HANDLES (I PR.)10"H BOTTOM KIGKPLATE WEATHER STRIPPING AND 5WEEPER5 U-CHANGE CYLINDERS FINISH 5TU12 WALL UNSUPPORTED CONTINUOUS TOP TRACK 5PAGIN6 MATERIAL HEIGHT LIMIT ATTACHED TO STRUCTURE TOP SUPPORT STUD SIZE METAL SUDS,SEE 5PAGIN6 NO.6 SCREWS EACH STUD PARTITION SCHEDULE FOR — m Q FLANGE WHERE NO WALL SIZE (11/2"GOLD- m K I K UI20 L/240 OOVERIN&OCCURS i ROLLED CHANNEL GYPSUM BOARD ON ONE BOTH SIDES p T m WiS#PSF Wi5#PSF SIDE __ ___ __ Tax REMARKS SEALANT BRACE IS • — 550' — STUD SIZE SEE REQUIRED ON T.lo' 1.THE 5PAGIN6 OF 5TUD5 15 PIECE OF TRACK OR STUD PARTITION OPPOSITE OR 15/8"X MAXIMUM UNLESS OTHERWISE STEEL STUD SAME GAUGE AS STUDS AS ISGHEDULE I BOTH SIDE AS 25 GA. — bq6 _ 57ATED. SLOGKIN&AT EACH END OF �I-------------------= SHOWN AT 48" 620' 2.THE DIMENSIONS AND GAUGE WALLS AND AT 8'-0"MAX. GEILIN6 WHERE OCCURS = O.G.MAXIMUM, O.G.BETWEEN • — HOW — OF THE STEEL STUDS ARE MINIMUM.THE HOURLY RATINGS CONTINUOUS STRAP --------------------- 5/8"X — — 8.80' APPLY WHEN THE STEEL STUDS STUD TRACK AT �I 20&A. _ ARE OF A HEAVIER GAUGE 4'-O"O.G. MAX. G.G.TO PROVIDE PULL STRING FROM SENSORMATIG • — 9.69' CONTINUOUS BOTTOM '- -- AND/OR LARGER DIMENSIONS - STUD CONDITION EQUIPMENT,THROUGH STOREFRONT MULLIONS,TO G.G. 1.69' THAN SPECIFIED. TRACK (ATTACHED TO ONE SIDED WHERE GYPSUM STRUCTURE) GYP.BOARD LINE OF FINISHED GEILIN6 PROVIDED 5/4"DIAMETER HOLE FOR PANEL • — 11.3Y — BOARD OCCURS CONNECTION NU TO PROVIDE CONDUIT FOR PULL _ 3.IF THE PARTITION GALLS ON ONE SIDE, FOR A FIRE RESISTIVE I I/2"GOLD-ROLLED - LINE OF CONDUIT STRING IN PLENUM SPACE ONLY TERMINATING AT 2 1/2"X — — 91b' CHANNEL OR FINISHED CEILING/TOP OF MULLION. NO CONDUIT SHALL 25&A. ASSEMBLY,THE JOINTS IN INSULATION PER _ q24� 1 I _ — GYPSUM BOARD MUST BE PARTITION TYPE 20 GA.STRAP i TO SEN5ORMATI0 BE RUN IN MULLIONS. • — 8S6' TAPED WITH JOINT COMPOUND. ------------------ FLOOR EQUIPMENT ABOVE FINISHED GEILIN6 PLENUM • — 16.88' — SEE PARTITION TYPE LEGEND FOR - ------ -- ----------------------------- SPACE 1340' DIMENSION AND INSULATION,A506 2 6 X `�20 A. - 14.T5' - ENTRY DOOR i3 WALL CONTROL JOINT 12 STUD BRACING N BRACING SECTION ENTRY DOOR /% FRAME 16.bb' - SCALE: 3'-T-0' SCALE N.T.& SCALE N.T.S. 2 1/2"X 13'40 DOORMAX 18 GA. ANTENNA — 1415' — • — IS.TI' — METAL STUD c p¢ FRAM ENTRY ING 9 I/2" z 5 5/8"X — — 13.03' k' 25 6A. — 1120, — REINFORCEMENT REINFORCEMENT JOINT ¢ ANTENNA ¢ DOORS (NP) N ` • j,, — 11.20' SEALANT SEALANT i i Q • — 2054' — .. a \ ANTENNA DOORMAX ENTRY DOOR 20 6A. — IT 62' — r FRAME — 153q' i i METAL STUD • — 22.ST' — FRAMING. 35/8"X — — Lu 18 6A. — 19—'12' BOX SUPPORT STEELS STUD P RT SIDE ELEVATION ADEPT DEPTH 15.65' INSULATION PER ANTENNA N FI FVATIMI • — 24.21 — PARTITION TYPE 5B150RMATIG SFE3GIFIGATION6 INSULATION PER CORNER SENSORMATIC DIGITAL DOOR-MAX SECURITY DEVICE-SURFACE MOUNTS TO ENTRY DOOR FRAME 5 5/8"X 19.22 PARTITION TYPE REINFORCEMENT OUTLET BOX OUTLET BOX COLOR TO BE DARK GREY. _ 16 GA. — 21.15' — (ALT�TE) MODEL#MA4004(DIGITAL DOOR-MAX DUAL ANTENNA SYSTEM) Lu SEE PARTITION TYPE LEGEND FOR Z I6.T9' DETECTOR DIMENSIONS: (LWD)SJ"x II"x I6" DIMENSION AND INSULATION,A506 SEE PARTITION TYPE LEGEND FOR 14.16' DIMENSION AND INSULATION,A506 REMOTE ALARM TO BE LOCATED ABOVE FINISHED GEILIN6 IN SALES AREA NEAR ENTRY J • — — Q SEE ELECTRICAL PLANS FOR MORE INFO. 4"X — — 25&A. _ - 11.�' 518, 10 I TYPICAL PARTITION al TYPICAL PARTITION al OUTLET BOX DETAIL al DOOR MATRIX SYSTEM DETAIL SCALE: 3--T-T SCALE -W 3'-T-W SCALE: 3--T SCALE: 1/4' - T-0- - 22.20' — 4"X 20 6A. - - �3 • — 153q' SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE m • — 24.40' — FOR GYP.BD. 3 FOR GYP.BD. FOR GYP.BD. 1.� FOR GYP.BD. FOR GYP.BD. Lu _ THICKNESS,LAYERS, THICKNESS,LAYERS, THIGKNE55,LAYERS, THICKNESS,LAYERS, THICKNESS,LAYERS, J IT.bI' B METAL STUD SIZE. 8 METAL STUD SIZE. B METAL STUD SIZE. 8 METAL STUD SIZE. 8 METAL STUD SIZE. 4"X DOOR TYPE;REFER I/2" I/2" ♦� 15&A. — 226q' _ TO FLOOR PLAN AND DOOR SCHEDULE METAL STUD DOUBLE METAL METAL STUD DOUBLE METAL METAL STUD LLB • — 18.15' BOXED HEADER STUDS BOXED HEADERS STUDS BOXED HEADER _ V • — 26.18' — (DOUBLE METAL EXISTING THRESHOLD,VERIFY STUDS AT JAMBS) TOP OF R.O. PAINTED WOOD TRIM PAINTED WOOD TRIM TOP OF R.O. (f� 4"X 20'46 THRESHOLD 15 ADA COMPLIANT +T"0 TO MATCH VENDOR TO MATCH VENDOR HOLLOW MTL FRAME. HOLLOW MTL FRAME. I6 GA. _ 22.8T' — (1/2"MAX HEIGHT AND 1:2 SLOPE) DOOR FINISH DOOR FINISH SIZE DETERMINED BY SIZE DETERMINED BY S.C.TO VERIFY THRESHOLD IS PARTITION TYPE. PARTITION TYPE. (f) SECURE TO SLAB.GLEAN AND THREE JAMB REPAIR TO"LIKE NEW"CONDITION. VENDOR DOOR ANCHORS PER SIDE — _ 2p,T1 WOOD TRIM PAINTED AND FRAME VENDOR DOOR AND — Q P-3 SEMI&LOSS FRAME INSTALLED EXISTING CONCRETE EXISTING CONCRETE INSTALLED AT R.O. 1 I5/I6"DOOR SIDE 1 I5/Ib"DOOR SIDE ----- SLAB X — — 24.3T' AT R.O.TOP OF SLAB TO REMAIN SLAB TO REMAIN Z 20 6A. — 250q' — —— DOOR OPEN. DOOR-SEE LGHED. DOOR-SEE SGHED. Q — 21.21' • — 33 Tq' — FLOOR TYPE SG 2 PARTITION PARTITION �E THICKNE55 4' THICKNESS+1" I..x - - 26.g2' INTERIOR EXTERIOR PITTING ROOM SALES AREA 18&A. 3 30.211 23.48 HEAD DETAIL: DOOR JAMB: DOOR HEAD: DOOR JAMB: DOOR HEAD: 31T0' — 26.8°' Ib GA. EXTERIOR SILL DETAIL Jr CASED OPENING 4 FITTING ROOM 3 FITTING ROOM 2 HOLLOW METAL 1 HOLLOW METAL w =o S — . — a' SCALE: 3- - T-0' SCALE 3' - T-0' SCALE 3- - T-0' SCALE 3' - T-0' SCALE 3' - T-0' SCALE 3- - T-0' — 25.16 A503 PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE GENERAL NOTE 2 / '\ L REF.SHEET A600 FOR LOCATION 4 MOUNTIN6 HEIGHT OF TRIM. Z 2. REF,TO AI05 FOR ALL GEILIN6 TYPES 4 HEIGHTS. O \ DEFLECTION TRACK W _ 3. G.G.TO MAINTAIN INTEGRITY OF EXISTING INTERIOR TENANT �) 5EPERATION WALL GON5TRUGTION TO REMAIN.THROUGHOUT L x rn Ti n GYP BD.TO MIN.6"ABOVE TO TYPE"X"GYP BD. CJ ^}-� \��\V/// � WHERE CEILIN65 EXIST. TO STRUCTURE ABOVE. THE COURSE OF GONSTRUGTION.(TYPICAL) ¢ Q v DEFLECTION TRACK `� \/'` DEFLECTION TRACK 4� 4. 6G TO PROVIDE WATER RESISTANT GYP.BD.AT ALL VVVV 777 111� RE5TROOM MT WALL SURFACES(TYPICAL) S / 5. ALL MTL.STUDS ARE 5 5/8"TYP.(U.N.0) EXISTING STRUCTURE \ EXISTING 5TRUGNRE / ENSURE MINIMUM R-19 INSULATION ENSURE MINIMUM R-19 INSULATION - 6. ALL GYP.BD.IS 5/8"TYPE"X"TYP.(U.N.0) PROVIDE AT UNDER5I DE OF PROVIDE AT VNDER51OF OF 'UPPER RETAINER"TRACK OF "UPPER RETAINER"TRACK OF EXISTING ROOF STRUGT.OVER AIR EXISTING ROOF STRUCT.OVER AIR PANEL SYSTEM SECURED TO FRT V. PANEL SYSTEM SECURED TO FRT V. U CONDITIONED SPACES(TYPICAL) CONDITIONED SPACES(TYPICAL) BLOCKING AS REQUIRED PER O BLOGKIN6 AS REQUIRED PER O j WHEN EXTERIOR CONDITION EXISTS. WHEN EXTERIOR CONDITION EXISTS. MAMIFACNRER'S REQUIREMENTS MANUFACTURER'S REQUIREMENTS "Oa 5-5/6"MTL 5ND TO - - STRUCTURE ABOVE- STUD TO I2'O'AF.F. 2-I/4"DIAMETER TEK SCREW AT 24" EXISTING WOOD RU55 AND RE:A503 SCHEDULE FOR STUD FRAMING BY LANDLORD. 5-5/8"METAL STUD FRAMING A7 O.G.TO(FJ FRAMING OR M)BLOCKING. ROOFING SYSTEM. GAUGE SIZES FOR METAL A G.G.TO PROVIDE BLOCKING AS �? 16"O.G.(TYPICAL);PROVIDE 5-5/8" `J STUDS AT Ib"OC, GYP.BD.GEILIN6 n O O DEFLECTION TRACK J �\ REQUIRED. _ METAL STUD TRACK AT TOP AND I I I I i_ _ f} /y BOTTOM OF STUD FRAMING ry ____ __ MODULAR____ ��� Icv ONTE(RATEDAL9NTANDARD5 AT 2" BD.CEILING II'-0'APP. 161'-0'AFF. \ Q O.G.(TYPICAL) O TYPICAL NEW FITTIN6 ROOM ----------- . GYP.BD.TO 8'-4'AF GYP.BD.TO 8'-4'AF.F. O INTEGRATED STANDARDS AT 12" n O ---- .-. SYSTEM NITH U MODULAR PANEL SYSTEM WITH OYP eo.TO - II'-0 APP. 5/8 TYPE X GYP BD. EXISTING SEE PARTITION TYPE AS I I I I I EXTERIOR SHOWN ON FLOOR PLAN [} SALES AREA AL.T.TO A.G.T.TO 8'-0'APP, WALL FOR FINISHE5 ON THIS SIDE s/a°TYPE°x 6YP BD. SALES AREA o $ Fv 6C TO PROVIDE 50UND Q NEW ACOUSTICAL CEILING - NEW ACOUSTICAL CEILING 5/8"TYPE"X"GYP BD. ATTENUATION INSULATION IF J O SG TO PROVIDE SOUND ATTENUATION �j O \�l \ U 'TILE CEILING.SEE A103 TILE CEILING.SEE A103 RESTROOMS SHARE WALL 5/8"TYPE"X"GYP BD.TO 3-5/8"MTL.STUD - O - INSULATION IF L ESTR AREA. SHARE p 6 Q I I WITH SALES AREA OR IF 1 1 STRUCTURE ABOVE. I' M6R'5 OFFICE SHARE WALL = WALL WITH SALES AREA. �y i STRUCTURE ABOVE- n N 5/8"TYPE"X"GYP BD.TO b" RE:A505 SCHEDULE FOR ----I 3-5/8"-RE:A503 SCHEDULE 5/8"TYPE X"GYP BD. I WITH DRESSING ROOMS. � I I FOR GAUGE SIZES FOR METAL ABOVE CEILING 6AU6E SIZES FOR METAL GONTINLlOUS FIRE RETARDANT CONTINUOUS FIRE RETARDANT STUDS AT Ib"O.G. STUDS AT Ib"O.G. I TREATED HORIZONTAL I"X 4"WOOD TREATED HORIZONTAL I"X 4"WOOD ---- 2 TOILET ROOM TOILET ROOM BLOCKING SECURED TO METAL BLOCKING SECURED TO METAL FITTING ROOM/ STUD FRAMIN6.(TYPICAL)N.N.O.) STUD FRAMING.(TYPICAL)(UN.0) FITTING ROOM FITTING ROOM a SALES AREA 6T TO PROVIDE SOUND DISPLAY CONTINLIOUS FIRE RETARDANT CONTINUOUS FIRE RETARDANT ATTENUATION INSULATION IF TREATED HORIZONTAL E T TREATED HORIZONTAL "X 6" STUD BRACING TO STRUCTURE RESTROOMS SHARE WALL i WOOD BLOCKING SECURED TO WOOD BLOCKING SECURED TO WITH SALES AREA OR IF 8 METAL STUD FRAMING. METAL STUD FRAMING. //� 5GHEDULED BASE SCHEDULED BA5E MC OFFICE SHARE WALL 5GHEOULED BASE SCHEDULED BASE 5CHEDIULEO BASE ` Q < SCALE: N.T.S. L WITH DRE551N6 ROOMS. ILI i L i SIM "LOWER RETAINER"TRACK OF � "LOWER RETAINER"TRACK OF � ACOUSTICAL SEALANT ACOUSTICAL SEALANT AT ACOUSTICAL SEALANT AT ACOUSTICAL SEALANT ACOUSTICAL SEALANT AT PANEL SYSTEM SECURED TO FRET O PANEL SYSTEM SECURED TO FRET O SCHEDULED BASE AT PERIMETER AND PERIMETER AND ALL WALL PERIMETER AND ALL WALL AT PERIMETER AND PERIMETER AND ALL WALL BLOCKING AS REQUIRED PER = BLOCKING AS REQUIRED PER = ALL WALL PENETRATIONS PENETRATIONS ALL WALL PENETRATIONS MANUFACTURER'S REQUIREMENTS [] MANUFACTURER'S REOUIREMENTS cP�EN�PENETRATIONS SCHEDULED FLOOR ACOUSTICAL SEALANT AT SCHEDULED FLOOR SCHEDULEDPE T°FLOOR SCHEDULED FLOOR I I \ XISTINC AND/OR NEW WALL PERIMETER AND ALL WALL SCHEDULED FLOOR FINISH SCHEDULED FLOOR FINISH PENETRATIONS �� �� _ (RE:FLOOR FINISH FLAW (RE:FLOOR FINISH PLAN) MODULAR PANEL SYSTEM WITH CONTINUOUS METAL STUD TRACK CONTINUOUS METAL STUD TRACK CONTINUOUS METAL STUD TRACK FwlsHm PLODR,I, L INTEGRATED STANDARDS AT 12" SCHEDULED FLOOR O.G.(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) 60.TO PROVIDE WATER RESISTANT ` N 91M N SECURE BOTTOM TRACK TO brp WARP AT ALL RESTROOM SET SECURE BOTTOM TRACK TO SECURE BOTTOM TRACK TO CONTINUOUS METAL TRACK GONTINWUS FIRE RETARDANT CONCRETE SLAB U5INC POWER CONCRETE SLAB U51N6 POMR CONCRETE SLAB U51NG FO-ER 60.TO PROVIDE VLATER RE5I5rANr ANCHORED TO EXI5TIN6 TREATED HORIZONTAL "X b"WOOD DRIVEN FASTENERS MIN. .145 WALL wRFAGU�(/YPICAU DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .I45 ARIES GYP BOARD AT ALL RBSTROOM WC- tARIS AT 18"OC. AT 18"O.G. AT 18"O.G. VyeLL`��'p (tt AU CONCRETE SLAB. 5N FRAMIN6.�NED TO METAL A DESLRIPTION <I DESCRIPTION AU DESCRIPTION CI DES RIPTTON C2 DE./G`MPTTON OTTOM TRACK OF PANEL SYSTEM SLW8'MR.STD TO STRUCTURE.-6ME TO DECK a 5ALM 51M AND I I'-0'AT FITTING 3-W MR.STUD TO STRUCT.-6W5 TO 8'-4'AFF BOTH SIDES 9-5/6'MR.5ND TO 12'-0'-6M TO II'-0'AFF.0 PITTING ROOM AND DISPLAY PANEL SYSTEM ON EXISTING EXTERIOR WALL 6YP BD.FROM TO.PANEL SYSTEM TO W-O'PAN I SYSTEM ON 3-5/8'MR STUD TO DECK;GYP TO DECK 0 SALES SECURED TO F.R.T.BL0CKM6 N.T.S. ROOM SIDE KTS. N.TS. N.TS. BO.DECK ON SALES SIDE. KTS. SEE PARTITION TYPE AS SHOW ON FLOOR PLAN FOR FINISHES ON OPPOSITE SIDE DULED FLOOR FIN15H PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE 2 2 2 DEFLECTION TRACK I ^\ DEFLECTION TRACK al BOTTOM OF PANEL SYSTEM 6YP BD.TO 9'O'APP. I I I//yy I SCALE: N.T.S. , ;LJ EXISTING STRUG RE EXISTING STRUCTURE ENSURE MINIMU R-19 INSULATION _ ENSURE MINIMUM R-19 INSULATION PROVIDE AT R51DE OF PROVIDE AT UNDERSIDE OF 5/8"TYPE"X"GYP BD. EXISTING F STRUCT.OVER AIR 6.C.O PROVIDE LATERAL GYP.BD.GEILIN6 EXISTING ROOF STRUCT.OVER AIR SUPPORT AS REQUIRED. INHENEIO D SPACES(TYPICAL) CONDITIONED SPACES(TYPICAL) WHEN E RIOR CONDITION EXISTS. I I WHEN EXTERIOR CONDITION EXISTS. GYP.BOARD BY 6G i 6YP BD.TO I2'O'AF.F. 6YP BD.TO 17-0'AF.F. I dR Isp.TO @�AP GYP W.TO __ __ "UPPER RETAINER'TRACK OF II'-O'APP. - j PANEL SYSTEM 33/8"-RE:A503 SCHEDULE 5/8"TYPE"X"GYP BD. 5/8"TYPE GYP BD. GYP.W.TO b'-4'A.F.F. 5/8"TYPE"X"GYP BD. 33/8"MTL STUD SEE F SMS WO I I I OD BLOCKING WITH-10 STRUCTUREL ABOVE T , . i' SCHEDULE�OR GLAUGE�51 r , MODULAR A OC.BY GC STUDS AT 16"O.G. :A503 LJ FOR GAUGE SIZES FOR METAL PANEL SYSTEM FOR 5 U Ib"OEG FOR DM METAL STUDS AT IbHO ft MET TILE G N6.SEE AI 5/8"TYPE"X"GYP BD. - L FOR METAL STUDS AT 16"O.C. EXISTING AND/OR NEW WALL SALES AREA SALES AREA TO TYPE ABOVE 6YP eD. 51b"TYPE"X"GYP e TO 6" al DETAIL - TOP OF PANEL SYSTEM TO b"ABOVE GEILIN6. ABOVE GEILIN6. TURE ABOVE- 5/8"TYPE"X"GYP BD. STOCKROOM REMA503TUSCHEDULE D TO OR 6AUrF SCALE: N.T.S. SALES AR FA HALLWAY SIZES FOR METAL STUDS AT 16"Ot. L DISPLAY TOILET ROOM STOCKROOM STOCKROOM I I I I JANT I I5GHEDULED BASE SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE SCHEDULED BASESCHEDULED BASE SCHEDULED BASE GYP.BOARD BY 6GACOUSTICAL SEALANT ACOUSTICAL SEALANT AT ACOU5TICAL SEALANT AT ACOUSTICAL SEALANT ATACOUSTICAL SEA ACOUSTICAL SEALANT AT ACOUSTICAL SEALANT AT AT PERIMETER AND PERIMETER AND ALL WALL PERIMETER AND ALL WALL PERIMETER AND ALL WALL AT PERIMETER AN PERIMETER AND ALL WALL PERIMETER AND ALL WALL ALL WALL PENETRATIONS PENETRATIONS PENETRATIONS ALL WALL PENETRATIONS PENETRATIONS r' "UPPER RETAINER"TRACK OF PENETRATIONS PENETRATIONS + PANEL SYSTEM SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR 50HEDULED FLOOR I"X 4"WOOD BLOGKIN6 WITH-10 -VIE METAL STUD TRACK CONTINUOU5 METAL 5TUD TRACK �� CONTINUO METAL STUD TRACK CONTINUOUS METAL STUD TRACK �n CONTINUOUS METAL STUD TRACK SM5 AT 4'-0"O.G.BY CC. TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) SECURE BOTTOM TRACK TO SECURE BOTTOM TRACK TO 6.G.r0 IDE WATER RE5I5TPNT SECURE BOTTOM TRACK TO SECURE BOTTOM TRACK TO 60.TD PROVIDE WATER RESISTANT SECURE BOTTOM TRACK TO rF,, MODULAR PANEL SYSTEM CONCRETE SLAB U51N6 POWER CONCRETE SLAB U51N6 POWER 6YP BOA AT ALL RBSTRCCM rB7 GONGRETE SLAB U51N6 POWER CONCRETE SLAB U51N6 POWER 6YP BOARD AT ALL RESTRooM wET DONORS TE SLAB U51N6 POWER WALL SU AGES(rYP GAL) WALL S FACE5(TYPIOPL) DRIVEN FASTENERS MIN. .145 DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .I45 F "� EX15TINC AND/OR NEW WALL AT 15"O.G. AT IS"O.G. AT 18"O.G. AT 15"O.G. AT 15"O.G. ODESCRIPTION A, DESCRIPTION A8 DESCRIPTON A9 DESMPTIQN IQ DESCMPTON a� DETAIL - TOP OF PANEL SYSTEM N.TS. 3-5/9�°STUD TO II AFF,6W5 TO 12'-0'AFF BOTH 510M KTS. 9-'S/8 MTL.STUD TO 1I-6W5 TO 12'-0'•ONE SIDE 01 KTS. 935 MTL.STUD TO 5TfI-6Y6 TO 12'-0'AFF 0 STOQJWOKMN1WAY SIDE. KTS b MTL.5TUD TO 51RUCT.-6M TO 8'-4'AFF 0 TOILET ROOM SIDE 4 II'-0'APP.0 KTS 5-"MTL STUD TO 9'-0-AFF,SAS TO W-O-APF WM SIDES DISPLAY SIDE SCALE: N.T.S. PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE 2 2 2 ~ v V DEFLECTION TRACK v DEFLECTION TRACK -^ DEFLECTION CK -`` DEFLECTION TRACK �'^ DEFLECTION LL.I / / 111 777 Y 777 \ �T EXISTING STRUCTURE \ EXISTING STRUCTURE \ EXISTI STRUCTURE \ EXISTING STRUCTURE EXISTING 5 GNRE u PNROVIDE ASURE T UNDERSIDE OP M R-IF INSULATION PNROVIDE TAT UNDERSIDE OF M R-IP INSULATION PRO E 1A AT OF INSULATION PNROVIDE ASURE MINIMUM UNDERSIDE OP INSULATION PROVDD ENSURE M T UNDERSIDE OF M R-IF INSULATION EXISTING ROOF 5TRUGT.OVER AIR EXI5TIN6 ROOF STRUGT.OVER AIR EXIS N6 ROOF 57RUC.T.OVER AIR EXISTING ROOF STRUGT.OVER AIR EX16TIN ROOF 5TRUGT.OVER AIR —_ CONDITIONED SPACES(TYPICAL) CONDITIONED 5PACE5(TYPICAL) Co ITIONEO 5PACE5(TYPICAL) 6YP BD.TO II AF.F. CONDITIONED SPACES(TYPICAL) COND IONED SPACES(TYPICAL) Z WHEN EXTERIOR CONDITION EXISTS. WHEN EXTERIOR CONDITION EXISTS. N EXTERIOR CONDITION EXISTS. WHEN EXTERIOR CONDITION EXISTS. WHE XTERIOR CONDITION EXISTS. FITTING ROOM E Q 5-5 "MTL.STUD TO Q �bYP BD.TO 12'-0'AFF. 6YP BD.TO II AFF. YP.BD.GEILIN6 3-5/8"MTL STUD TO LL : 3 S ABOVE- GYP.BD.GEILIN6 ---- -- A5o3 SGHD\U�LO� j STRUCTURE ABOVE- /�RE:�.503 SCHEDULE FOR Z -- 6YP�.TO 12'-0'A.FF. STRUIG MTL.5ND E- RE:A505 SCHEDULE FOR 5/8"TYPE"X"GYP 50. �j11 I I I Ii _ I NEW FITTING ROOM __ RMA5 AT Ib" DU L II APP. 6AU6E SIZES FOR METAL TO STRUCTURE ABOVE. 6E SIZES FOR METAL U BYP�•TO STUDS AT 16"O.G. [} / 5 D5 AT Ib"O.L. STUD 6YP BD.TO I' F --------- (\/\/// &YP W.TO 12'-0'AFF. I I I II I I I I I i 5/8"TYPE"X"GYP BD. I I I 5/8"TYPE"X"GYP BD. 5/8"TYPE"X"GYP BD.TO 5/8"TYPE"X"GYP BD. /`6YP.BD.TO W-4-AFF. 5/6"TYPE"X"6YP BD. 6YP.BD.TO 8'-4-AF.F.�1 6YP.BD.TO 8'-4-AF.F. 5/8"TYPE"X"6YP BD.TO STRUCTURE ABOVE. 5/b"TYPE"X"GYP BD. STRUCTURE ABOVE. 5-5/8"MTL.STUD TO 5-5/6"MTL.STUD TO q,p,7,7p 3-5/8"MTL.STUD TO AC.T.TO 8'-0'AFF, AC.T.TO T'-10'AFF. I' 5/8"TYPE"X"GYP BD. STRUCTURE ABOVE- STRUCTURE ABOVE- STRUCTURE ABOVE- RE:A503 SCHEDULE FOR RE:A505 SCHEDULE FOR GC TO PROVIDE SOUND T'-10'AFF. 6G TO PROVIDE SOUND CC TO PROVIDE SOUND GC TO PROVIDE SOUND ATTENUATION INSULATION IF NEW AGOVSTIGAL GEILIN6 RE:A503 SCHEDULE FOR ATTENUATION INSULATION IF 1 NEW ACOUSTICAL GEILIN6 ATTENUATION INSULATION IF 1 NEW ACOUSTICAL GEILIN6 ATTENUATION INSULATION IF SAUCE 51=5 FOR METAL GAUGE 51ZE5 FOR METAL TILE GEILIN6.SEE A105 6AUSE SIZES FOR METAL ftE 10M5 SHARE WALL I I TILE GEILIN6.SEE AIO5 NIT SALES AREA OR IF STUDS AT Ib"O.G. Eft O��C SHARE�L RSTRUCTURE UA503 SCHEDULE FOR 5/8"TYPE"X"GYP BD. 6.SEE A103 WITH STUDS AT Ib"O.G. STUDS AT 16"O.G. WITH SALES AREA OR IF TILE GEILIN WITH SALES AREA OR IF T`/PE X o RESTROOMS SHARE WALL TROOMS SHARE WALLI I M6R'S OFFICE SHARE WALL Mr OFFICE SHARE DUAL M6R'S OFFICE SHARE WALL TYPE"X"GYP BD.TO 6" 5/6" GYP BD.TO 6" J WITH DRESSING ROOMS. WITH DRESSING ROOMS. 6AU6E SIZES FOR METAL WITH DRESSING ROOMS. ABOVE GEILIN6. WITH DRESSING ROOMS. ABOVE CEILING. sTUDs A7 16°o.c. HALLWAY/Q STOCK SALES AREA STOCK HALLWAY FITTING ROOM/ STOCK ROOM ROOM FITTING ROOM STOCK OM TOILET ROOM Lu SALES AREA TOILET ROOM 0 HALLWAY DISPLAY SCHEDULED BASE SCHEDULED SASE SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE I. SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE I. SCHEDULED BASE SCHEDULED BASEI SCHEDULED BASE SCHEDULED BA Ii L Ii i O i i In i LL] ACOUSTICAL SEALANT ACOUSTICAL SEALANT AT ACOUSTICAL SEALANT ACOUSTICAL SEALANT AT ACOUSTICAL SEALANT ACOUSTICAL SEALANT AT ACOUSTICAL ALANi ACOUSTICAL 5EALANT AT AGOUSTIGAL SEALANT ACOUSTICAL 5EALANT AT AGOU5TIC.AL 5E ANT ACOUSTICAL SEALANT AT AT PERIMETER AND PERIMETER AND ALL WALL AT PERIMETER AND PERIMETER AND ALL WALL AT PERIMETER AND PERIMETER AND ALL WALL AT PERIMET AND PERIMETER AND ALL WALL AT PERIMETER AND PERIMETER AND ALL WALL AT PERIMETER D PERIMETER AND ALL WALL ALL WALL PENETRATIONS ALL WALL PENETRATIONS ALL WALL PENETRATIONS ALL WALL PENETRATIONS ALL WALL PENETRATION5 ALL WALL PENETRATIONS PENETRATIONS PENETRATIONS PENETRATIONS PENETRAT NS PENETRATIONS PENETRATION '^ SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR 5CHEDUL FLOOR SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR 51114 ULED F OR SCHEDULED FLOOR Z �I I �I I I I I I �I CONTINUOUS METAL STUD TRACK CONTINUOUS METAL STUD TRACK '/ CONTINUOUS METAL STUD TRACK GONTINWUS METAL STUD TRACK CONTINUOUS METAL STUD TRACK CONTINUOUS MTAL 5ND 7RAGK '� I� O TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) TOP AND BOTTOM(TYPICAL) 3 Gc.TO PROVIDE WATER RE515TANT SECURE BOTTOM TRACK TO 6.C.TO PROVIDE WATER RE515TANT SECURE BOTTOM TRACK TO SECURE BOTTOM TRACK TO 6.c O PROVIDE WATER RESISTANT SECURE BOTTOM TRACK TO b.c.TO PROVIDE WATER RESISTANT SECURE BOTTOM TRACK TO b.c.TO IDE WATER RESISTANT SECURE BOTTOM TRACK TO GYP BOARD AT ALL RESTROOM WET 6YP SOPRD AT ALL RESTROOM VET 6 BOARD AT ALL RESTROOM WET 6YP BOARD AT ALL RESTROOM WET 6YP FRD AT ALL RESTROOM WET z } m CONCRETE SLAB USING POWER CONCRETE SLAB USIN6 POWER CONCRETE SLAB U5INS PO'/ER CONCRETE SLAB USING POWER CONCRETE SLAB USING PO'/ffR CONCRETE SLAB USING POWER m WALL BIRFAGE6(TYPICAL) WALL SURFACES(TYPICAL) LL SJ ACES(TYPICAL) WALL�JIWFA (TYPICAL) BIRFAGE6(TYPICAL) z DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .I45 DRIVEN FA5TENERS MIN. .I45 DRIVEN FASTENERS MIN. .145 DRIVEN FASTENERS MIN. .I45 DRIVEN FASTENERS MIN. .145 'o < w AT 18"DO. AT IS"O.G. AT IS"O.G. AT 16"O.G. AT 18"O.G. AT 18"00. m m i QLo DESCRIPTION AI DESCRIPTION O DESCRIPTION A3 DESCRIPTION O DESCRIPTION O DESCRIPTION N.T.S. S-II �'STUD TO STRUCT HSM TO DEOK 0 SALES SIDE 4 LI Mr.0 STOCK KTS. 5&8'MR.STUD TO STRI-SM TO 12'-0'AFF 0 SM 4 12'-0'APP 0 IMLLWAY RT5 5-5/6-MTL.STUD TO 12'-0'-6MTO I2'-0'AFF.0 STOCK ROOINEII ROOM 4 1110' KTS SA/8'MTL.STUD TO STIWT,SM TO II'-0'0 FITTING ROOM SIDE 4 V-4'AFF.0 TUTS 33/8'MR.STUD TO STRUCT.-6M TO 12'-0'AFf 0 NALLFMY 4 KTS. S-5V M .STUD TO STRUCT.-&6 TO V-4'AFF 0 TOILET ROOM 4 TO DECK 0 SALES AND HALLWAY SIDE. AFF.a FITTING ROOM BREAK ROOM 8'-4'0 TOILET ROOM AREA SIDE EXI5TING STOREFRONT DOORS TO REMAIN,GC.TO PATCH 8 REPAIR A5 REQUIRED..PREPARE FOR NEW FINISH.PAINT EXISTING STOREFRONT TO EXI5TING STOREFRONT TO EXISTING STOREFRONT TO EXISTING STOREFRONT TO INTERIOR GRADE PAINT PER STOREFRONT MANUFALNRERS REMAIN.6.L.QU PATCH 8 REMAIN.G.G.TO PATLH 8 REMAIN.6.0.TO PATCH 8 REMAIN.&L.TO PATCH 8 I. G.L.TO PROVIDE,PRIME,AND PAINT"x2"WOODEN TRIM 2"TRIM P-I REPAIR AS REQUIRED. REPAIR AS REQUIRED. RELOMMENDATIONS TO MATCH P-4. REPAIR AS REQUIRED. 2"TRIM P-I REPAIR AS REQUIRED. NAVY P-I. 2. REF.TO AI05 FOR ALL CEILING TYPE5 b HEIGHT5. W W i Urn JY v T.O.TRIM P-4 P-4 P-4 P-4 P-4 10OIL O--6i A.F.F.I T.O.PANEL SYS. P 5 3 �� P OILl T.O.MIRRORS 9'-O"A.F.F. U }�FINISHEDFLOOR O'-O"A.F.F. .-. DULAR PA L LAR PA L SYSTEM B-4 B-4 B-4 SYSTEM B-4 B-4 MIRROR,SEE A101 AND m LL 4/A502.PAINT EXPOSED ELEVATION SALES AREA BALL AROUND MIRROR P-3. a aINTERIOR 1 SCALB 1/4•-T-0• S amp EXISTING STOREFRONT TO REMAIN.60.TO PATCH 8 REPAIR AS REQUIRED. 2"TRIM p_I 2"TRIM p_I P-3 P-3 P-3 T.O.TRIM �e.o.TRIM P-4 P-4 P-4 IT O.PANEL SYS. P-3 P-3 �l T.O.MIRRORS 9'-O"A.F.F. ❑❑❑❑ // P-5 ❑❑❑❑ ❑❑❑❑ FINISHED FLOOR ==�O'-O"A.F.F. .10 MODULAR PANEL MODULAR PANEL B-4 B-4 FIXTURE,SEE AICIL SYSTEM B_4 5Y57 EM B-4 MIRROR,SEE AIOI AND 4/A502.PAINT EXPOSED MALL AROUND MIRROR P-3. aINTERIOR ELEVATION SALES AREA 3CALB 1/4•-T-0• PRE-FINISHED BRAGS TRIM.SEE 2"TRIM p_I 2"TRIM p_I SHEET A500 FOR MORE 2„TRIM p_I INFORMATION P-3 P-3 P-3 P-3 T.O.TRIM �e.o.TRIM P-4 P-4 P_5 P-4 P-4 IT.O.PANEL 5Y5. P-3 P-3 Jl To MIRE RORS P3 P-3 9'-O"A.F.F. OPEN P-4 OPEN FITTING ROOM `\ P-3 ® DOOR TRIM.SEE DOOR SCHEDULE FOR ORE INFORMATION j ❑o❑ o❑ FINISHED FLOOR O'-0"A.F.F. M DULAR PAN P3 MODULAR PANEL MODULAR PANEL MODULAR PANEL B„4 SYSTEM E_4 5Y51EM B_4 SYSTEM B_4 1-3 13-4 ^ 5Y5TEM 14 MIRROR,SE B-4 E AIOI AND MIRROR,SEE AIOI AND 4/A502.PAINT EXPOSED 4/A502.PAINT EXPOSED w WALL AROUND MIRROR P-3. NWLL AROUND MIRROR P-5. aI INTERIOR ELEVATION SALES AREA SCALE- 1/4•-T-0• Lu � a � L z U EXISTING STOREFRONT TO 2"TRIM O 2"TRIM O REMAIN.G.L. PATCH 8 P-I P-I REPAIR AS REQUIRED. IRED. P-3 P-3 }1 T.O.TRIM 4 12-0'A.F.F. B.O.TRIM P-4 P-4 T.O.PANEL 5Y5. P-3 P-3 Il TO MIRRORS ❑❑❑❑ P3 ❑❑❑❑ FIEFIE 0 FINISHED FLOOR J MODULAR PANEL MODULAR PANEL HBIO W B„4 SYSTEM B_4 SYSTEM FIXTURE,SEE AIOI. B„4 8-4 MIRROR,SEE AIOI AND `� O 4/A502.PAINT EXPOSED 3 WALL AROUND MIRROR P-3. .. > Q Ch a INTERIOR ELEVATION SALES AREA 3 o � Z s ua•-r-o• A'16®® Signage by separate KEYED NOTES permitting process 11 -ZZ K— (D4 6 .TO PROVIDE 4 N5TALL BLACK-OJT PAPER IN ALL 57OREFRON7 AINDOY6 PUR11.TENANT BUILD-OUT. w I- OINSTALL TAO ARRIVAL 6RAPHIC,5 P05TER5 PER CHARMING CHARLIE PROZOT 'd MANAGER.CENTER GRAPHIC IN WINDOW. CP 44 L TOP OF PARAPET I 22'-U" 77 TOP OF PARAPET 120'-8" 0 TOP F STOREFRONT 1004597 Mi LL 'T 'FIX Lh IL < 5� A 0 TENANT R, X, ARRIVAL 'IVAl- I-RAPH11, —LL r- 1I, LL < MAI N 0,FLOOR I EXTERIOR FRONT ELEVATION SCALB 1/4' T-V Signage by separate permitting process TOP OF PARAPET TOP OFPARAPET 'IV 120'-8" ld li,040 59r F STOREFRONT W7 TENANT ARRIVAL MAI N 0,FLOOR aEXTERIOR REAR ELEVATION j SCALB 1/,f T-V LU TOP OF PARAPETtY TOP OF PARAPET 120'-8" LL C-> Ci- =-TN TTOP 059r STOREFRONf4 L signage TMA 4 0!0,PLOOR EXTERIOR PARTIAL SIDE ELEVATION I EXTERIOR PARTIAL SIDE ELEVATION o 01 Cr a1 SCALB 1/4' - T-W aj SCABVC - T-W I B100 rf HVAC SYMBOLS LEGEND 3 L Q ® SUPPLY AIR DIFFUSER —G— GAS LINE R.A.G. RETURN AIR GRILLE ZZ O —D— CONDENSATE DRAIN LINE DIFF. DIFFUSER O A RETURN AIR GRILLE TE TOILET EXHAUST M.D. MANUAL DAMPER RTU-1 S R.D. REF. DISCHARGE LINE 0 MOTORIZED DAMPER F.D. FIRE DAMPER R.S. REF. SUCTION LINE 0 SMOKE DETECTION DEVICE F.C. FLEXIBLE CONNECTION O.A. OUTDOOR AIR J O R.A. RETURN AIR O THERMOSTAT //S.E��SMOKE EXHAUST -- AR DEVICE TYPE S.A. SUPPLY AIR SD SMOKE DETECTOR I AIR VOLUME IN CUBIC DAMPER FEET/MINUTE (CFM) C 50 El 6'0 S.A. FIELD VERIFY ALL CONDITIONS JC J DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR O 50 * m = AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE I ' A ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. J B i� B THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE 250 250 O 500 CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED FOR EXTRA WORK O O N MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. _ s THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR 13 iv INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO _ MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER G BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BATH FANS TO TU T OPERATE WHILE TU T BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES LL AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE RE TR M ARE / WITH GOVERNING CODES THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR S 00 S L R R OCCUPIED. �. SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN 5 16 O GOVERNING CODES AND DESIGN INTENT. Q B tV 1 "0 S.A. - - 2 � ]L P) W z°0 S.A. HVAC DEMOLITION NOTE z EXISTING HVAC EQUIPMENT, DUCTWORK, HANGERS, ASSOCIATED CONTROLS, ETC. NOT SCHEDULED W TO BE RELOCATED OR RE-USED SHALL BE DISCONNECTED AND REMOVED FROM JOB SITE. DO NOT 1 _ O O JUST ABANDON. FIELD VERIFY EXACT CONDITIONS AND LOCATIONS PRIOR TO SUBMITTING A BID. D RTU-1 ( 1 B� 275 275 = DAC-1 HVAC KEYED NOTES O 14'X24' I I O PROVIDE AND INSTALL THERMOSTAT TO MANAGER'S DESK AND REMOTE TEMPERATURE SENSOR AS N LINED I 20"X20" INDICATED. REFER TO GENERAL NOTE J ON SHEET E1.1 FOR MOUNTING HEIGHTS. S.A UP SD - 20 INSTALL NEW LOW PRESSURE DUCTWORK AS HIGH AS POSSIBLE. CONFIRM ALL CLEARANCES PRIOR TO BEGINNING WORK. PROVIDE INTERNAL LINING FOR SOUND ATTENUATION FOR AT LEAST THE FIRST 15' OF ALL RECTANGULAR DUCTWORK LEAVING/ENTERING HVAC EQUIPMENT. lit CO 12 1 30 PROVIDE AND INSTALL EXHAUST FAN PER SPECIFICATIONS. BALANCE TO 80 CFM. ROUTE NEW CO 6 8"0 EXHAUST DUCTWORK THRU ROOF. CAP EXISTING EXHAUST PENETRATION AIR TIGHT. /4' CD 1 ® PROVIDE AND INSTALL PHOTOELECTRIC SMOKE DETECTOR IN RETURN DUCT TO DE-ENERGIZE SUPPLY FAN IF ACTIVATED. PROVIDE A REMOTE ANNUNCIATOR/STROBE IN VISIBLE LOCATION WITH 9 dL LABEL OF UNIT SERVED. 0 vi 50 UNDERCUT DOOR 1" FOR AIRFLOW. O O O © PROVIDE AND INSTALL OPEN ENDED RETURN ELBOW WITH WIRE MESH SCREEN ON RETURN DROP d FROM ROOFTOP UNIT. i� os '-� 8 1 ~ 70 PROVIDE NEW TRANSFER AIR DUCT WITH GRILLE FOR RETURN AIR TRANSFER ON EACH SIDE OF WALL INSTALL AS HIGH AS POSSIBLE, PAINT TO MATCH SURROUNDING WALLS. RTU 2 275 2B5 ® PROVIDE AND INSTALL ROOFTOP UNIT AND SEISMIC ROOF CURB. BALANCE NEW RTU TO SCHEDULED CFM. CONFIRM EXACT LOCATION WITH LANDLORD PRIOR TO BID. 500 O9 TRANSITION DUCT DOWN SO TOP OF S.A. REGISTER IS BELOW BOTTOM OF 20"0 MAIN FROM x"'. S.A. I d80 S.A. RTU-1. 10 CONDENSATE DRAIN FROM NEW ROOFTOP UNIT PROVIDED AND INSTALLED BY HVAC SD 4 CONTRACTOR. PROVIDE P-TRAP, AIR GAP AND DISCHARGE TO MOP SINK AS REQUIRED. ENSURE '�(TYP = I PROPER AIR GAP PER CODE. PROVIDE AND INSTALL FLOAT SWITCH IN DRAIN PAN OF RTU WIRED i! I TO SHUT DOWN UNIT IF PAN FILLS PER SECTION 307.2.3.1 OF THE 2012 IMC. I d I I 11 PROVIDE MANUAL VOLUME DAMPER AT EACH TAKEOFF. 1 I 6 12 DUCTWORK IN CONDITIONED AREAS DOES NOT REQUIRE INSULATION. 5 ✓ '-0� 3/4" CD CO 13 NEW SUPPLY AIR DUCT IN UNCONDITIONED CEILING AREA EXTERNALLY INSULATED (MIN. R-6) SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. n - T.. O O O O 14 TRANSITION DUCT INSIDE ROOF CURB FROM TO AVOID STRUCTURAL JOIST AS REQUIRED. II 1 26"X18" LINED COORDINATE IN FIELD. �- - RTU-2 S.A UP, QFr 4 TRANSITION TO N H UNIT SIZ E N 15 EXISTING ROOF ACCESS LADDER TO REMAIN. 16 s -- 7 DE INSIDE CURB. N 16 GYP. BOARD STOPS BELOW DECK ALLOWING FOR TRANSFER AIR. 1 10"0 S.A. — _ _ _ _ _ _ _ _ _ O 17 NEW AIR CURTAIN MOUNTED ABOVE DOOR AND WINDOW TRANSOM. MOUNT AIR CURTAIN FROM D BULK HEAD ABOVE. GC TO PROVIDE ANY ADDITIONAL SUPPORT AS REQUIRED PER ---1" CD MANUFACTURERS RECOMMENDATIONS. BOTTOM OF UNIT SHALL BE FLUSH WITH TOP OF 5 STOREFRONT MULLION �10'-0" A.F.F. vi 3 a 340 m o \� HVAC GENERAL NOTES D F "0 50 N 50 SA - A ALL RECTANGULAR RETURN AIR AND SUPPLY AIR DUCTWORK SHALL BE LINED WITH ACOUSTICAL 11(TYP) LINER THE FIRST 15 FEET. IF CONCEALED, THE REMAINDER SHALL BE WRAPPED. IF EXPOSED, INTERNALLY LINE AS INDICATED ON PLANS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN GENERAL, MOUNT DUCTWORK AT 15'-C"AFF TO CLEAR ALL LIGHTS UNLESS F. �� �� O O OTHERWISE NOTED OR REQUIRED BY FIELD CONDITIONS. T-. B CONICAL BELLMOUTH FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROUND ¢ 10 DE JBRANCH TAPS ABOVE ACCESSIBLE LAY-IN CEILINGS. CONICAL BELLMOUTH FITTINGS WITHOUT ` CO 300 300 500 MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME. C FLEX DUCT SHALL BE LIMITED TO 5'-0" IN LENGTH, NO DUCT BOARD ALLOWED, WIDTH OF DUCT a SUPPORTS SHALL BE 2" WIDER THAN THE DUCT. �� 50 D THE HVAC CONTRACTOR IS RESPONSIBLE FOR COORDINATING BOX-OUT LOCATIONS FOR ALL III F 6"0 S.A. DRYWALL MOUNTED AIR DEVICES WITH GENERAL CONTRACTOR AND CEILING FRAMING. L �J 50 E MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS-BUILT DRAWINGS, ALL EQUIPMENT SHOP w DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. F MECHANICAL CONTRACTOR IS TO PROVIDE AND INSTALL FIRE-RATED PIPE SLEEVES AND SEALS ON OALL EXISTING OR NEW PIPING THAT PENETRATES A FIRE-RATED PARTITION, WHERE REQUIRED BY E CODE. Lu 15 G MECHANICAL CONTRACTOR IS TO PROVIDE AND INSTALL FIRE DAMPERS ON ALL EXISTING OR NEW Z aDUCTWORK�SCALB THAT PENETRATES A FIRE RATED PARTITION, WHERE REQUIRED BY CODE. MECHANICAL PLAN LL Q HSEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS. W 1/4!-T-V I CONTRACTOR SHALL VERIFY SUFFICIENT SPACE TO RUN DUCTWORK, AND SHALL IDENTIFY ANY U OBSTRUCTIONS THAT COULD HINDER THE ROUTING OF THE DUCTWORK. J THIS CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND DUCTWORK, NOT SHOWN TO REMAIN IS FULLY REMOVED AND NOT ABANDONED. K IT IS REQUIRED THAT THE MECHANICAL CONTRACTOR MUST VISIT THE JOB SITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS, PLUMBING LOCATIONS AND a m ELECTRICAL RUNS. ADDITIONALLY MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS HVAC UNITS, DUCTWORK, ETC. PRIOR TO BID, AND CONTACT THE OWNERS CONSTRUCTION REP./ ARCHITECT/ ENGINEER AND REPORT ANY DIFFERENCES/ Rooftop Unit to be screened from view of adjacent parking lot, DISCREPANCIES IN THE DRAWINGS FOR A DECISION streets and properties. City staff to inspect for compliance. BUILDING DEPT.MECHANICAL NOTE BALANCE REPORT WILL BE REQUIRED ON THE HVAC SYSTEM AT FINAL INSPECTION. If qlannin • ♦ Zoinning sheet 3 N O W M100 OUTSIDE AIR SCHEDULE ROOF TOP UNIT SCHEDULE DESCRIPTION AREA AREA AREA OCCUPANT OCCUPANCY OCCUPANT OCCUPANT BREATHING ZONEAIR ZONE ZONE SUPPLY OUTDOOR ZZ (SQ.FT.) OUTDOOR DUTDOOF LOAD RATE Cx E/1000 OUTDOOR OUTDOOR ZONE DISTRIBUTION OUTDOOR OUTDOOR AIR AIR MARK MFR MODEL # NOM. SUPPLY FAN OUTSIDE AIR GAS HEAT (MBH) COOLING COIL DATA MCA MOCP V/PH EER/ "WEIGHT ACCESSORIES O AIRRATE AIR PERIMC (Pz) AIR RATE AIR OUTDOOR EFFECTIVENESS AIR AIR DESIGN FRACTION TONS HP CFM ESP MIN. CFM INPUT OUTPUT EFFIC TOTAL SENS.AMB. DB WE AREA ROWS SEER (LBS.) PERIMC (RaAz) TABLE PER IMC (RpPz) AIR (Ez) (Voz= REQUIRED (Vpz) (Zp=Voz/Vpz) RTU-1 CARRIER 48TCFA07A3M5 6 3.7 2500 0.60 500 120 96 80% 63.96 63.76 99.0�79.7 59.4 7.3 4 39 50 208/3 11.0 916 1,2,4,5,6,7,9 TABLE 403.3 TABLE (Vbz=RpPz Vbz/Ez) RTU-2 CARRIER 48TCFD08A3A5 7.5 2.9 3200 0.60 635 179.2 147.2 82% 77.11 76.11 99.079.759.4 8.9 3 46 50 208/3 11.0 1157 1,2,4,6,7,8,1C 403.3 (PEOPLE/1000 403.3 +RaAZ) ir (RA) SO-FT.) (Rp) ACCESSORIES: MCA - MINIMUM CIRCUIT AMPS SALES 3477 0.12 417.2 15 53.0 7.5 397.5 814.7 0.8 3018.4 1019.0 4300 0.24 1. FACTORY INSTALLED ENTHAL ECONOMIZER AND POWER EXHAUST. 2. FIELD PROVIDED AND INSTALLLLED RETURN AIR SMOKE DETECTOR. MOCP - MAXIMUM OVERCURRENT PROTECTION FITTING 93 1 0.12 11.2 15 2.0 1.5 15.0 26.2 0.8 32.7 33.0 300 0.33 3. MOTORMASTER LOW AMBIENT CONTRTOLS *WEIGHT INCLUDES ACCESSORIES AND ROOF CURB STOCK 460 0.12 55.2 0.0 0.0 55.2 0.8 69.0 69.0 520 0.13 4. SEISMIC 14" HIGH INSULATED ROOF CURB FIELD INSTALLED. HALLWAY 160 1 0.06 9.6 0.0 1 1 0.0 9.6 0.8 12.0 12.0 100 0.12 5. FIELD SUPPLIED AND INSTALLED PLEATED THROWAWAY FILTERS. (2 SETS) OF 4 @ 16%16"x2". TOTALS 4190 1132.1 1133.0 6. CANVAS FLEXIBLE DUCT CONNECTIONS. 7. FIELD SUPPLIED AND INSTALLED 1" OUTSIDE AIR INLET SCREENS. (2 SETS) OF 1 @ 20"x24"xl". u Ev 8. MIN. 2-SPEED SUPPLY AIR FAN. TOTAL REQUIRED OUTDOOR AIR 1132 TOTAL OUTDOOR AIR PROVIDED BY HVAC UNITS L 1 9. HIGH STATIC BELT DRIVE CALCULATIONS BASED ON 20121MC 10. FIELD SUPPLIED AND INSTALLED PLEATED THROWAWAY FILTERS. 2 SETS OF 4 @ 16"x20%2". NOTE:TOILET ROOM AND DISPLAY SQUARE FOOTAGE IS NOT INCLUDED IN THE OUTSIDE AIR AND TOTAL CFM AMOUNTS FOR THIS SCHEDULE 11. PROVIDE FLOAT SWITCH IN DRAIN PAN COMPILING WITH SECTION 307.2.3.1 OF THE 2012 IMC LL SYSTEM LOAD DATA AIR DEVICE SCHEDULE e DESIGN COOLING DESIGN HEATING BALANCE REPORT TO BE PLAN *TITUS FACE NECK FLEX Q MARK QTY. MODEL NO. SIZE SIZE SIZE TYPE NOTES COOLINGO DATA AT Jul 1600 HEATING ODATA DB/WB DES HTG PROVIDED AT FINAL COOLING OA DBIWB 98.0°F I61.7°F HEATING OA DB/WB -3.0°F/d.5°F q 4 300-RL 24"x8" 22"x6" N/A DIFF. 1,2,4 Sensiblel Latent Sensible Latent B 8 300-RL 18"x8" 16"x6" N/A DIFF. 1,2,4 lL ZONE LOADS Details (BTU/hr) (BTUmr) Details (BTU/hr) (BTU/hr) Window&Skylight Solar Loads 1088W 20800 1088 ft' C 2 TMR 11 1/8"0 6"0 N/A DIFF. 1,2,3 Wall Transmission 3620W 7524 3620 ft- 20086 D 2 300-RL 6"x6" 5"o N/A DIFF. 1,2,4 ev- Roof Transmission 4419 H2 8464 - 4419 H2 10363 - al Window Transmission 1088 ft2 5555 1088 ft2 23022 E 3 300-RL 8"x6" 6"0 N/A DIFF. 1,2,4 Skylight Transmission 0ft2 0 Oft' 0 F 2 OMNI 24"x24" 6"0 6"6 DIFF. 1,2,3 Door Loads 65 ft 843 65 ft 1043 DIFF. Z U Floor Transmission 4300 ft2 0 0 ft2- 0 4300 ft2-R2 0 /G 2 300-RL 14"x 6" 10"m N/A 1,2,4 Partitions0 0 _ H 2 350-RL 26"x26" 24"x24" N/A T.G. 3 Z W � Ceiling 0ft2 01 082 0 1 2 350-RL 24"x6" 22"x4" N/A T.G. 3 Overhead Lighting 4864 W 14576 - 0 0 - NOTES: Task Lighting 0W 0 - 0 0 - 1.PROVIDE & INSTALL MANUAL VOLUME DAMPER (OPPOSED BLADE) Electric Equipment 4030W 12499 - 0 0 - 2.REFER TO PLAN FOR THROW PATTERN (4-WAY THROW UNLESS DENOTED BY DIRECTIONAL ARROWS) People 73 13244 14871 0 0 0 3.FRAME SHALL FIT GYP. BD. ROUGH-IN OPENING. Infiltration 0 0 0 0 4.DUCT MOUNTED Miscellaneous 1500 0 0 0 Safety Factor 10%/10% 8501 1487 10% 5451 0 * OR APPROVED EQUAL »Total Zone Loads 93506 16358 59966 0 1 Zone Conditioning - 103430 16358 - 59106 0 AIR CURTAIN SCHEDULE (DAC-1) Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 - 0 0 - BASE DOOR WIDTH DOOR HEIGHT HEATER Plenum Lighting Load 0% 0 0 0 MFR. MODEL NO. UNIT W-L UP TO UP TO KW Return Fan Load 5700 CFM 0 - 5700 CFM 0 - #MARS STD272-2UD 120 Ventilation Load 1135 CFM 23715 -16354 1135 CFM 77039 0 LES. 6 FT. 7-0 FT. N/A Supply Fan Load 5700 CFM 8481 5700 CFM -8481 MAX. FPM MAX. CFM 1725 RPM Space Fan Coil Fans 0 0 VOLTS PH AT NOZZLE AT NOZZLE MOTOR H.P. Duct Heat Gain/Loss 5% 4675 - 5% 2998 - SEE NOTE #2 5960 2758 1/2 (2) »Total System Loads 140303 4 130662 0 Central Cooling Coil 1403113 0 0 0 *OR APPROVED EQUAL. Central Heating Coil - 0 - - 130662 - OPTIONAL COLOR: PEARL WHITE »Total Conditioning 140303 0 130662 0 Key: Positive values are clg loads Positive values are htg loads ACCESSORIES: Negative values are htg loads Negative values are clg loads 1. PROVIDE WITH DOOR SWITCH. 2. MOTOR VOLTAGE: 208/1 PH LOAD WEATHER DATA CityName .........................................................................................................Twin Falls Location .............................................................................................................Idaho Latitude.................................................................................................................42.5 Deg. Longitude............................................................................................................114.5 Deg. Elevation...........................................................................................................4150.0 ft Summer Design Dry-Bulb .....................................................................................98.0 °F Summer CoincidentWet-Bulb...............................................................................62.0 °F Summer Daily Range 34.0 °F Winter Design Dry-Bulb 3.0 °F Winter Design Wet-Bulb .4.5 °F Atmospheric Clearness Number...........................................................................1.05 Average Ground Reflectance................................................................................0.20 Soil Conductivity 0.800 BTU/(hr-ft-°F) Local Time Zone(GMT+/-N hours) 7.0 hours Consider Daylight Savings Time No Simulation Weather Data.......................................................................................N/A Current Data is..................................................................1993 ASHRAE Handbook Design Cooling Months...........................................................January to December LU Q U_ Q Z_ U o_ BUILDING co U Q U z - a LU LU co \ J U w �M 3 O W M200 PLYWOOD ———RAIN CAP HEATING. VENTILATING AND AIR CONDITIONING GENERAL B. FILTERS - FILTERS SHALL BE OF THE THROW AWAY TYPE WHEREVER TESTING AND ADJUSTING SHEATHING STORM COLLAR A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS POSSIBLE. IF FILTERS ARE BY NECESSITY THE PERMANENT TYPE, CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL ZZ THEY MUST BE OF THE CLEANABLE, HIGH VELOCITY TYPE AND SHALL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE JOIST,RAFTERS OR THIMBLE O SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE BE AMERICAN AIR FILTERS, AIR MAYS, EVANS, OR APPROVED EQUAL. WITH AlR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME TRUSS U.N.O. ROOF DRAWINGS, INFORMATION OR INSTRUCTIONS H BIDDERS, GENERAL FILTERS SHALL BE OF THE OPTIMUM THICKNESS AND DESIGN FACE READINGS IN ACCORDANCE WITH ASHRAE AND PROVIDE SAME TO TENANT. CONDITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY VELOCITY SHALL NOT EXCEED 500 FPM. INSTALLATION OF THE OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER, SHALL BE COMPLIED WITH IN EVERY ASPECT. AIR CONDITIONING UNIT SHALL NOT IMPEDE OR CONFLICT WITH THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: B. THE LISTING HEREIN OF AN ARTICLE OR MATERIAL, OPERATION OR ACCESS TO FILTERS. IF THE FILTERS ARE IN FRAME HOLDERS, A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED JOIST HANGERS METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND HOLDERS SHALL BE PROVIDED WITH A LIFT HANDLE. MAINTENANCE ACTIONS. INSTALL EACH ITEM LISTED, UNLESS SPECIFICALLY NOTED TO THE B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. �FAN T C. THE HVAC SUBCONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED (TYP.) - SEE NOTE FLEX UST CONTRARY. THE CONTRACTOR SHALL PERFORM EACH OPERATION C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION OPENING BELOW PRESCRIBED OR LISTED ACCORDING TO THE CONDITIONS STATED. HVAC EQUIPMENT AND RELATED ACCESSORIES WITH ID HIGH PAINTED INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND PER PLAN C. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS STENCILED LETTERS OF THE STORE NAME ON ALL SIDES OF EQUIPMENT. CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD-DETERMINED 7 UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DOUBLE 2. HEADER \ CAP CEILING BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS D. EXHAUST FANS: DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SAME SIZE AS JOIST SECTION. SYSTEMS, IN PROGRAMMING COMMENTS. o GROAN MODEL A676 TOILET EXHAUST FAN, 110 GEM, 4 SONES, OR RAFTER U.N.O. � 120v/1ph/60hz, 1.3 AMPS, HOUSING 5-3/4"h x 8"w x 8-1/4"d. D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO PLWD. EDGE NAILING NOTES: SCOPE PROVIDE 4"0 EXHAUST DUCT WITH BACKDRAFT DAMPER FROM FAN AND OPERATE. (EN.) AROUND 1. SEE FLOOR PLAN FOR DUCT DIMENSIONS. A. EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONNECT TO EXHAUST DUCT UP THRU ROOF WITH ROOF CAP. OPENING 2. ELECTRICIAN TO WIRE FANS IN PARALLEL WITH RESTROOM LIGHT FIXTURES. CONSTRUCTION DETAILS, BOTH ON TENANT CONSTRUCTION DRAWINGS ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. AND LANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HIS BID AS E. ALL ROOFTOP UNITS SHALL BE EQUIPPED WITH PROGRAMMABLE NOTE: TOILET FAN EXHAUST DETAIL J NO ALLOWANCES WILL BE MADE BECAUSE OF CONTRACTOR'S THERMOSTAT AND REMOTE TEMPERATURE SENSOR CAPABLE OF GUARANTEE HANGERS SHALL BE "SIM PSON" STANDARD "U" ® ROOF. UNFAMILIARITY WITH THESE DETAILS. BEING ADJUSTED TO 55'F HEATING AND 85'F COOLING. DESIGN ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS B. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION SHALL FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE FOLLOWS: SCA F; NOW THE PACE OF THE GENERAL CONSTRUCTIO N.FURNISH ALL MATERIALS, BE AS FOLLOWS: COMPLETED SYSTEM SHALL BE FULLY OPERATIIONAL AND ACCEPTANCE 1. 10" OR LESS NOM. DEPTH - 16d @ 12" O.C. STAGGERED EQUIPMENT, AND LABOR NECESSARY FOR A COMPLETE AND FULLY BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK ( ) COOLING: 75'F MAXIMUM OCCUPIED COOLING TEMPERATURE FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS 2. MORE THAN 10" - 2 16d ® 12" O.C. OPERATIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM 85°F COOLING NIGHT SETBACK. SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. 3. NO CUTTING OF TRUSS UNLESS SHOWN ON STRUCTURAL. EXCEPT AS SPECIFICALLY EXCLUDED BY DRAWINGS AND/OR BY TENANT'S DIRECTIONS. HEATING: 70'F MAXIMUM OCCUPIED HEATING TEMPERATURE ACCESSORY ITEMS 60'F HEATING NIGHT SETBACK. ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CON- INSPECTION OF SITE IL NECINSTA ACCESS DOORS O OTHER ASSOCIATED ACCESSORIES SHALL ROOF FRAMING DETAIL A. ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR IS FAMILIAR (5] HANGER SPACING AND ROD SIZE WITH JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF FAN: CONTINUOUS IN OCCUPIED AND RECOVERY MODE AND WITH BE INSTALLED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL. SCAB, NOW BEAM SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE HEATING OR COOLING EQUIPMENT IN UNOCCUPIED MODE. PIPE MAX ROD CONTRACTOR OF ANY RESPONSIBILITY. SIZE SPAN SIZE Q DEADBAN D: CAPABLE OF MAINTAINING A 5'F DEADBAN D. NOTE FOR GENERAL CONTRACTOR: BEAM CONNECTOR S B. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL IT IS THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO 3%4" 7' 3/8" CLOCK: 7 DAY CAPABLE OF 7 DIFFERENT DAY SCHEDULES. FIRST EXAMINE THE SITE AND ALL EXISTING CONDITIONS AFFECTING MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THIS WOOD BLOCKING 1,. 7, 3/8" W HIS WORK. ALL PROPOSALS SHALL SPECIFY, IN WRITING, ALL SUCH OVERNIGHT: HAVE A 2 HOUR OVERRIDE ACCESSIBLE TO MANAGER. SHEET AS THEY MAY PERTAIN TO THE SPECIFIC JOB. FURNISHED W/CURB 1 1/4" T 3/8"8 Z CONDITIONS THAT MAY ALTER OR AFFECT THE WORK UNDER THIS BACKUP: CAPABLE OF MAINTAINING PROGRAMMED SETTING FOR AT G.I. COUNTER 1 1 2 9' 3 CONTRACT. / / LEAST 10 HOURS WITHOUT POWER. FLASHING x 2" 10' 3/8" W 45 45 -e PERMITS z ¢ 2 1/2" 11' 1/2" 11 ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION DUCTWORK MEMBRANE FLASHING d NOTE: 3 12' 1/2" OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TO MATCH MFG. SPECS. TOP OF CURB TO BE = 3 1/2" 13' 1/2" SUBCONTRACTOR INVOLVED. A. EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF NEW FOR EXIST. ROOF SYSTEM LEVEL ALL FOUR SIDES 4" 14' 5/8" CODE REQUIREMENTS GALVANIZED PRIME GRADE SHEET STEEL LAP SEALANT s z 5" 16' 5/8" 6" 17' 3/4" EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, GRAVEL SURFACED 0 w 8" 19' 3/4" B. ROUND DUCTWORK SHALL BE SPIRAL WHEN EXPOSED. RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS SINGLE PLY zo 10" 22' 7/8" DRAWN AND SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE MEMBRANE ROOF MIN. CURB FURNISHED BY 12" 23' 7 8" DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY o CURB CONTRACTOR CLEVIS HANGER 14•• 25' 1' NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY ALL 90 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) co O OVERSIZED FOR i6" 27'SUBC 1" PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH rc INSULATION LAWS, TRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO RIGID INSULATION BY WITH 18" ROLLED 18 28 1 LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GIVING SUCH LOCKS. JOINTS SHALL BE SWAGGED WITH ONE INCH (1/2") CURB CONTRACTOR SLEEVE FOR 20" 30' 1 1/4" NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING OVERLAP. SUPPORT 180' 24 32' 1 1/4" THEREFROM. MATERIALS AND WORKMANSHIP C. ALL SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTSIDE AIR DUCTS EXISTING DECK VERIFY W MECH. A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE SHALL BE GALVANIZED STEEL WITH 2-1/2" THICK (MIN. R-6) EXTERNAL TO REMAIN CONTRACTOR a� PIPE HANGER DETAIL APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS ACOUSTICAL AND THERMAL INSULATION WHEN LOCATED IN UNCONDITIONED OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY AND ALL SPACE. DUCTWORK LOCATED IN OPEN TO DECK CONDITIONED SPACE 6"x4"x3/8"ANGLE SCALE: NONE DEFECTS. LIKE MATERIALS USED SHALL BE OF THE SAME DOES NOT REQUIRE INSULATION. FRAME CURB SUPPORT NOTE: MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. CURB FURNISHED BY CONTRACTOR B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY CURB SHALL BEAR DIRECTLY COMPETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE D. FLEXIBLE AIR DUCT FOR CONNECTIONS BETWEEN S.M. DUCT AND ON STRUCTURAL, NOT ON DECK. MANNER. WORK SHALL BE PROPERLY PROTECTED DURING DIFFUSER SHALL BE AIR DUCT LISTED BY UNDERWRITERS LABORATORIES ROOFTOP UNIT MUST SIT LEVEL KEYED CONSTRUCTION AND COMPLETION, INSTALLATION SHALL BE UNDER ILLICE 1 EL STANDARD 181 AS A CLASS 1 FLEXIBLE AIR DUCT AND —' D NOTES; COMPLYING WITH NFPA STANDARDS 90A AND 90B. DUCT SHALL BE a ROOF CURB SECTION THOROUGHLY CLEANED OF ALL DEBRIS PRESENT AS A RESULT OF O THIS CONTRACT AND SHALL BE REMOVED FROM THE PREMISES, DO FACTORY MADE AND COMPOSED OF A ORE LINER DUCT PERMANENTLY 1 HANGER STRAP BOUNDED TO A COATED SPRING STEEL WIRE HELIX AND SUPPORTING A NOT ABANDON. 2 HANGER RODS OR STRAPS FIBER GLASS INSULATING BLANKET. RNFOR LOW PERMEABILITY OUTER SCALE: NOW0 C. MANUFACTURERS ARE LISTED ON PLANS TO ESTABLISH A STANDARD. VAPOR BARRIER OF FIBER GLASS REINFORC ED FILM LAMINATE SHALL 3 LOAD RATED FASTENER THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF COMPLETE THE COMPOSITE. ® FIXTURE CLIPS IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF QUALITY EQUAL TO OR BETTER THAN THE MATERIAL SPECIFIED, AND O5 PUSH NUTS WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY, FOR THE E. CONTRACTOR SHALL SUPPLY AND INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH TERMINATE OUTDOORS. INSECT SCREENS © BAND PURPOSE OF WHICH THE ITEMS SPECIFIED WERE INTENDED. ALL � ROOFTOP AIR CONDITIONING UNIT LOCATE SHALL 17 10 GAUGE, ONE-HALF INCH (1/2") MESH IN REMOVABLE SUBSTITUTION REQUESTS SHALL BE SUBMITTED TO THE TENANT'S GALVANIZED STEEL FRAMES. A MINIMUM OF 10'-0" FROM EDGE OF O7 BAND OF THE SAME SIZE AS HANGER STRAP 0 REPRESENTATIVE FOR APPROVAL PRIOR TO ORDERING. ROOF AND 5' FROM DEMISING WALL PROTECTION OF WORK AND PROPERTY F. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE VERTICAL PLANE 7O A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROCEDURES DESCRIBED IN THE LATEST EDITION OF THE AMERICAN OUTDOOR PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS AIR INTAKE GUIDE (ASHRAE), FABRICATED AND INSTALLED IN ACCORDANCE WITHkDU2 THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS THE METHODS RECOMMENDED IN THE SHEET METAL AND AIR CON- WORK. ANY SUCH JETODAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS LANDLORD SUPPLIED 4 GENERAL NOTES DITTO MET CONTRACTORS NATIONAL ASSOCIATION (SMACNA) HVAC MAY BE DIRECTLY DUE IG CAUSES BEYOND HIS CONTROL AND NOT AND INSTALLED ROOF DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE TO HIS FAULT OR NEGLIGENCE, SHALL BE THE RESPONSIBILITY OF TOP UNIT. RELIEF A. HANGERS MUST NOT THE SUBCONTRACTOR. HE SHALL ADEQUATELY PROTECT ADJACENT 1. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND EXHAUST PROPERTY AS WELL. yr �� DEFORM DUCT SHAPE CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR FOR THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND EF COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH ILLI I u I ROOF CURB BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR 181A OR ILL181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, ROOF DECK INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING II I III II I WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE HANGER SIZES FOR ROUND DUCT ALL INSURANCE REQUIRED TO PROTECT HIMSELF, THE OWNER AND SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS RETURN DUCT DIA. ROUND STRAP SIZE MAX. HANGER OF TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY (ADHESIVES), MASTIC-PLUS-EMBEDDED FABRIC SYSTEMS OR TAPES SUPPLY HANGERS SPACING ROD DIA. HANGERS DAMAGE AND PUBLIC LIABILITY. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION JAIR DUCT AIR DUCT 1" ACOUSTIC INSULATED UP THRU 10" 12 GA WIRE 1"x22 GAUGE 10'-0" 1 4" 1 INSTRUCTIONS. DUCTS 15 LINEAR FEET 11"THRU 18" 8 GA WIRE 1"x22 GAUGE 10'-0" 1 4" 1 CHANGES IN THE WORK TO AND FROM UNIT 19"THRU 24" 1"x22 GAUGE 10'-0" 1 4" 1 THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA 2. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST 25"THRU 36" 1"x20 GAUGE 10'-0" 3/8', 1 WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR 37"THRU 50" 2"x2O GAUGE 10'-0" 3 8" 2 FROM THE WORK, WITH CONTRACT SUM BEING ADJUSTED ACCORDINGLY. DISTRIBUTION EQUIPMENT. POWER CONDENSATE DRAIN - 2 WIRING IT'STAT TO TRAP AIR GAP 1 THRU COOPERATION WIRING AND DRAINAGE ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN HANGERS AND SUPPORTS SYSTEM. SLOPE ROOF JOIST CONJUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND NOTE: DOWN IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE SUF- LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS FICIENT TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS OF NO. 18 U.S. GAUGE ATTACHED TO DUCT BY MEANS OF RIVETS, 1.ALL CONNECTIONS AND SERVICES MUST BE INSIDE ROOF CURB. CONTRACTS. CONTRACTORS SHALL CONTACT OWNER FOR INSTRUCTIONS SCREWS OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE INSTALL- TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK 2.DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO ATION OF LINES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR STRUCTURAL MEMBERS OF UNIT. SHOULD IT APPEAR DESIRABLE TO ANY GENERAL CONSTRUCTION WHICH B. VERTICAL DUCTS SHALL BE SUPPORTED WITH WOULD AFFECT THE APPEARANCE OR STRENGTH OF THE STRUCTURE. 1-1/4" x 1-1/4" x 1-1/4" ANGLES AT FLOOR PENETRATIONS. ROOFTOP UNIT INSTALLATION DETAIL /HANGER WIRE DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS DIAGRAMMATICALLY INDICATE THE LOCATIONS OF THE C. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND SCALE: NONE SHEET MTL. DUCT HANGER VARI a OUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST SPIRAL DUCT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS ONE PAIR OF SUPPORTS. REQUIRED FOR A COMPLETE SYSTEM. FLASHING EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR, A. CONTRACTOR SHALL PROVIDE WATER TIGHT 24 GA. SHEET METAL 11 TO ANY ITEMS SHOWN ON CONTRACT DRAWINGS, SHOP DRAWINGS, FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. ROGF HANGERS DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, UNISTRUT BAR CLAMPS TYPICAL SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR C. SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF TO ROOF, ETC. ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE EQUIPMENT AND SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL INCLUDED IN THE RESPONSIBILITY OF THE HVAC SUBCONTRACTOR. EXIST. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK TO w THAT MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE BAR JOIST a ROUND DUCT HANGER SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT MAINTAIN THE ROOF WARRANTY. DELAY AND/OR CONSTRUCTION MODIFICATIONS. DAMPERS SCALE: NONE RESPONSIBILITY A. SPUTTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY LESS THAN N0. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. w UNISTRUT SUPPORTS TYPICAL H AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE EACH DAMPER TO BE SIZED ADEQUATELY TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE SHALL PRODUCE COMPLETE AND FULLY OPERATIONAL SYSTEMS AND CONTROLLED AS FOLLOWS: > 3/8" ALL THREAD ROD HUNG FROM _ PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, 13 UNISTRUT SUPPORTS TYPICAL Z cq REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL g^ J 3 AIR CURTIAN INSTALLED PER INDICATED. FOR EXAMPLE, ON SINK INSTALLATIONS, ESCUTCHEONS SHALL TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON 2 /e' Q BE PROVIDED FOR COUNTERTOP PENETRATIONS, ALTHOUGH THEY WERE OPPOSITE END. MANUFACTURERS-3/8" HORIZONTALLY FROM Q NOT SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS. SECURE ? CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG BACK OF GLASS FOR EACH 1" ABOVE DOOR OPENING O B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED AIR REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END CASE TO U BALANCE REPORT AT COMPLETION OF PROJECT. THIS SHALL BE BEARINGS ON BOTH ENDS). WALL FOR 0.38" MOUNTING HOLES TYPICAL TOP / REQUIRED FOR BOTH REMODELED AND NEW STORES. STABILITY AND REAR B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AIR INLET AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. EQUIPMENT (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET .� � METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. 1j 45-, A. 1. ROOFTOP UNITS: FURNISH HEATING AND AIR CONDITIONING AS BLADES SHALL BE ON ONE-HALF INCH (1/2") DIAMETER RUSTPROOF WALL ' % N SCHEDULED. UNIT TO BE COMBINED PACKAGED SYSTEM, ALL SEASON AXLE. BEARINGS TO BE OF THE SELF-LUBRICATING FERRULE TYPE. CONSTRUCTION EQUIPMENT, CONSISTING OF GAS HEATING SECTION, BLOWER, DX COIL, C. FIRE DAMPERS SHALL BE SUPPLIED AND INSTALLED BY HVAC CON- COMPRESSOR'(S), AND AIR COOLED CONDENSING SECTION. UNIT SHALL BE TRACTOR AT DUCT PENETRATIONS IN FIRE RATED WALLS, FLOORS, DOOR DESIGNED FOR DOWN FLOW ARRANGEMENT WITH ALL DUCT PENETRATIONS CEILINGS AND ROOF AS REQUIRED. COORDINATE WITH LANDLORD, BLOWER WHEEL AND HOUSING O O J WITHIN FACTORY ROOF CURB. LOCAL FIRE MARSHALL AND ALL CODES AND GOVERNING AUTHORITIES DOOR Q HAVING JURISDICTION. HEIGHT 2 3/4" DISCHARGE AIR NOZZLE 2. FEATURES: UNITS TO BE WOUND FOR VOLTAGE AND PHASE AS FLUSH WITH DOOR MULLION uj SCHEDULED. HEAVY GAUGE ALUMINIZED STEEL, STAINLESS STEEL OR D. FIELD FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN O KEYED NOTES: _ Q SQUARE ELBOWS. PROVIDE AND INSTALL BARBER-COLMAN AIRTURNS a AIR CURTAIN DETAIL COATED HEAT EXCHANGER WILL BE ACCEPTABLE. UNIT MUST BE A.G.A. OR EQUAL. TURNING VANES SHALL BE OF THE SAME GAUGE METAL - APPROVED FOR OUTDOOR APPLICATION. DIRECT EXPANSION COIL WITH AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS $ O SHOWN ON PLAN) Q FACTORY INSTALLED EXPANSION VALVE - BLOWER SHALL BE OF THE SHALL HAVE A CENTER LINE RADIUS OF ONE AND ONE-HALF (1-1/2) SCALE: NONE CENTRIFUGAL BELT DRIVEN OR MULTI-SPEED DIRECT DRIVE TYPE WITH TIMES THE DUCT WIDTH. 2O SUPPLY DUCT Q FORWARD CURBED BLADES - BLOWER AND MOTOR ISOLATED FOR QUIET OPERATION - BUILT IN MOTOR STARTER WITH OVER VOLTAGE SUPPORT OF DUCT SYSTEM O SEAL JOINTS BETWEEN COLLAR AND MAIN DUCT _ PROTECTION. HERMETICALLY SEALED COMPRESSOR WITH INHERENT HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF - OVERLOAD PROTECTION THERMOSTAT - NON-PRORATED 5-YEAR THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO U WARRANTY ON COMPRESSOR AND 10-YEAR WARRANTY ON HEAT SUPPORT DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE "SMACNA" 46 REGISTER INSTALLATION w EXCHANGER - CONDENSER COIL CONSTRUCTED OF COPPER TUBING MANUAL ARE ADHERED TO. 4 (L WITH ALUMINUM FINS - CRANKCASE HEATERS - BUILT IN MOTOR SCALE: NONE � U7 STARTERS ELECTRIC IGNITION - HIGH, LOW PRESSURE CUTOUT DUCTS SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT ON COMPRESSOR - SHUTOFF VALVES ON LIQUID AND SUCTION MORE THAN 8'-0" O.C. STRAIGHT DUCTS UP TO 59 MAX. DIMENSIONS J LINES - SHORT CYCLE TIMER PROTECTION - FILTER - SHALL BE SUPPORTED 6'-0" SHALL BE SUPPORTED AT 4' O.C. DUCTS OVER 60" MAX. DIMENSIONS Q -C" O.C. DRYER - VIBRATION ISOLATION. UNIT FACTORY CHARGED. 0 REINFORCEMENT Z 3. ACCESSORIES: REFER TO ROOFTOP UNIT SCHEDULE ALL DUCTS SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION Q OF SMACNA MANUAL. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL. ALL SCREWS AND WASHERS SHALL BE PLATED ¢M OR GALVANIZED. 3 O W M300 PLUMBING SYMBOLS Q Q Q Q SAN. SANITARY SEWER LINE T.P.R.V. TEMPERATURE PRESSURE RELIEF VALVE _ _ _ _ _ -O - - - - - - - - - - - - - - ST STORM SEWER LINE P.O.C. POINT OF CONNECTION -------V------- VENT LINE D.F. ELECTRIC DRINKING FOUNTAIN - COLD WATER SUPPLY LINE M.V. MIXING VALVE Q J HOT WATER SUPPLY LINE M.S. MOP SINK ¢ ,� DQ SHUT-OFF VALVE LAV. LAVATORY 13 go N BACKFLOW PREVENTER W.C. WATER CLOSET V.T.R. VENT THIRD ROOF A.F.F. ABOVE FINISHED FLOOR T.P. TRAP PRIMER B.F.F. BELOW FINISHED FLOOR F.C.O. FLOOR CLEAN OUT WATER METER W.C.O. WALL CLEAN OUT OM REMOTE READER FOR WATER METER o F.D. FLOOR DRAIN +•? W.H. WATER HEATER PLUMBING FIXTURE SCHEDULE FIXTURE DATA CONNECTION DATA FIXTURE N. MFG. CATALOG COLOR COMPLIES SOIL VENT TRAP WATER REMARKS NO. WITH SIZE SIZE COLD HOT WATER 2 *AMERICAN 2467.100 WHITE ASME A112.19.2-08 4" 2" 2" 1/2" __ 1.1 GPF, 16-1/2" HIGH, PRESSURE CLOSET STANDARD CADET CSA 845.1-08 ASSISTED, SEAT SHALL BE WHITE SOLID AND ANSI A117.1 PLASTIC WITH OPEN FRONT COVER. PROVIDE 3483.100 COMPLETE WITH CHROME SUPPLY AND BOWL WITH SERVICE STOP. ENSURE FLUSH HANDLE IS ON 'L 4142.801 OPEN SIDE OF TANK. TANK (RIGHT HAND) �\ Q N LAVATORY 2 *AMERICAN 0356.C15 WHITE ANSI Al 12.19.2 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2"LUCERNE WALL HUNG WITH FAUCET LEDGE, - - - - -C B � - - - - - - - - - - - - � STANDARD CS A 345.1 FAUCET HOLES ON 4" CENTERS & WALL \�'-'// /���!! ANSIA117.1 lFAUCET7 1 HANGER. FAUCET: CHICAGO MODEL Z ASME Al 12.18.1 802-317XKABCP, CHROME, 4" RIGID CAST CSA B 125 BRASS SPOUT, 0.5 GPM AERATOR, 1/2" W NSF 61/SEC 9 CONNECTIONS & 4" WRIST BLADE HANDLES. NSF 372 FURNISH CHROME STOPS, SUPPLIES & A ANSI A117.1 1-1/4" WHEELCHAIR LAVATORY DRAIN MODEL CAL GREEN 327-XCP WITH STAINLESS STEEL GRID AND �P-TRAP. PROTECT TRAP AND SUPPLIES WITH A TRAP WRAP KIT 50OR AS MANUFACTURED BY BROCAR PRODUCTS INC. LAVATORY MOUNTING HEIGHT SHALL BE AS DETAILED ON ARCHITECTURAL DRAWINGS. 1--- -1 1 1 FAUCET 3" 2" 3" 1/2" 1/2' 24"x24"x10"H MOLDED STONE MOP SINK WITH MOP 1 *FIAT MSB-2424 WHITE ASME A112.18.1 VINYL BUMPER GUARDS #E-77-AA ON ALL 19 SINK CSA B125.1 CURBS. PROVIDE WITH #832-AA HOSE AND ADA ANSI/ICC A117.1 HOSE BRACKET AND #889-CC MOP HANGER. r _- FAUCET: CHICAGO FAUCET #897-CP WITH I I RTU-1 BACK SUPPLIES ON 8" CENTERS AND A POLISHED CHROME FINISH. L________ HI-LO 1 OASIS PGSACSL ---- NSF/ANSI 61 1-1/2" 1-1/2" 1-1/2" 1/2" __ ADA COMPLIANT, REFER TO MANUFACTURER'S DRINKING ANSI A117.1 INSTALLATION INSTRUCTIONS FOUNTAIN A.R.I. 1010 EMERGENCY 2 J.R.SMITH 2O10-B ---- ASME-Al 12.6.3-01 3" 2" 3" 1/2" ADJUSTABLE TOP, WITH TRAP PRIMER FLOOR CONNECTION i DRAIN TRAP 1 PPP PR-500 ---- __ __ - 1 2" __ WITH DU-2 DISTRIBUTION UNIT AND ACCESS - - - - -� (= - - PRIMER / PANEL (WHEN REQUIRED) �� I I * OR APPROVED EQUAL I NEW PLUMBING FIXTURE CALCULATIONS PLUMBING SANITARY SANITARY SANITARY VENT C.W. C.W. I i�---------- FIXTURE FIXTURE FIXT. UNIT SIZE F.U. F.U. I I FIXTURE QUANTITY UNIT EA. TOTAL EACH EACH TOTAL WATER CLOSET 2 4 8 2" 2.5 5 ig LAVATORY 2 1 2 1-1/2" 1 2 18 EMERGENCY FLOOR DRAIN 2 0 0 2^ L RTU-2 ---� , „_„ TRAP PRIMER 1 - - - 0.5 0.5 i Ij MOP SINK 1 3 3 2" 3 3 J DRINKING FOUNTAIN 2 0.5 1 1-1/2" 0.5 1 � I TOTALS 14 - 11.5 17 SAN. VENT C.W. SERVICE CONNECTION SIZE 4" 4" 3/4" WATER HEATER SCHEDULE - - - - �p PLAN MFR. MODEL # CAPACITY RECOVERY WATTS VOLTS PHASE TEMP. RISE ELEMENT WATTS TAG LOWER UPPER - WH-1 *A.O. SMITH DEL-10 1O-GAL.1 9 GPH 1 2O00 1120 1 1 90' F 2000 ---- a O O * OR APPROVED EQUAL NOTE: PROVIDE DRAIN VALVE, T & P RELIEF VALVE, AND DRAIN PAN. SEE DETAIL 8/P200. PLUMBING CONTRACTOR'S NOTES " DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD g CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 6 t THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN O 10 15 ' O2 10 AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR O 2 i ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL 9 ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 7 1 i SLAB 16 I I _ —_�... M THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL LEAVE _—_—_ BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. SLABLEAVE NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY FAILURE TO VISIT THE JOB SITE. 4 OUT Lu I B 0 i I O II I I 5 II I II I � PLUMBING KEYED NOTES 0 Oi NEW 10 GALLON ELECTRIC WATER HEATER SUPPLIED AND INSTALLED 11 NEW REFRIGERATED TYPE HI-LOW DRINKING FOUNTAIN SUPPLIED AND 14 E. _ -5' —' - II C ZLu - BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH DETAIL FOR ADDITIONAL INFORMATION. Q (c) ELECTRICAL CONTRACTOR. SEE DETAIL 8/P200. 12 NEW TRAP PRIMER SUPPLIED AND INSTALLED BY PLUMBING LL LLQ O2 NEW HANDICAPPED WATER CLOSET, REFER TO SCHEDULE FOR CONTRACTOR. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL ADDITIONAL INFORMATION. CONNECT TO EXISTING SANITARY, VENT AND INFORMATION.13 EXISTING CLEAN OUT TO REMAIN. FIELD VERIFY EXACT LOCATION. 0 WATER SUPPLY LINES. FIELD VERIFY EXACT LOCATIONS. U2) l SANITARY SEWER PLAN al DOMESTIC WATER AND GAS PLAN O3 NEW HANDICAPPED LAVATORY, REFER TO SCHEDULE FOR ADDITIONAL CLEAN AND ROD OUT LINE. PROVIDE GENERAL MAINTENANCE AS SCALE -0���4•�T SCALE -0���4•�T INFORMATION. CONNECT TO EXISTING SANITARY, VENT AND WATER REQUIRED. SUPPLY LINES. FIELD VERIFY EXACT LOCATIONS. 14 EXISTING EXTERIOR 2-WAY CLEAN OUT TO REMAIN. FOR REFERENCE O4 EXTEND NEW COLD WATER UNDERGROUND AND CONNECT TO EXISTING ONLY. FIELD VERIFY EXACT LOCATION. 2" COLD WATER STUB-IN UNDERGROUND. FIELD VERIFY EXACT LOCATION AND SIZE. REFER TO WATER RISER DIAGRAM. 15 NEW FLOOR CLEAN OUT, REFER TO SANITARY RISER DIAGRAM. O5 EXTEND AND CONNECT NEW SANITARY PIPING TO EXISTING 4" 16 PROVIDE NEW COLD WATER SHUT OFF VALVE WITH ACCESS PANEL IN SANITARY MAIN. FIELD VERIFY EXACT LOCATION AND SIZE. WALL. COORDINATE LOCATION WITH CONTRACTOR. O6 CONNECT NEW VENT LINE TO EXISTING 4" VENT THRU ROOF, 17 EXISTING GAS METER ON EXTERIOR WALL NEWLY INSTALLED BY RECENTLY INSTALLED BY LANDLORD. LANDLORD TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. O7 NEW 3" EMERGENCY FLOOR DRAIN. REFER TO SCHEDULE AND DETAIL 18 NEW SCHEDULE 40, BLACK STEEL, SCREWED THREAD FITTINGS GAS cr co FOR ADDITIONAL INFORMATION. SUPPLY LINE RUN ON ROOF WITH MANUFACTURED ROOF SUPPORTS w PER 2012 IDAHO PLUMBING CODE INSTALLED BY CONTRACTOR. GAS U uj O8 NEW WALL CLEAN OUT, REFER TO SANITARY RISER DIAGRAM. METER AND GAS PIPING SHALL BE SIZED PER ACTUAL DISTANCES AND GAS PRESSURE IN THE FIELD. FIELD VERIFY TOTAL DEVELOPED O9 NEW WATER METER SUPPLIED AND INSTALLED BY PLUMBING LENGTH AND PRESSURE, SIZE ACCORDINGLY. SEE GAS RISER AND CONTRACTOR. COORDINATE EXACT TYPE AND LOCATION WITH PLUMBING SPECIFICATIONS ON SHEET P200 FOR ADDITIONAL LANDLORD. INFORMATION. co 10 NEW MOP SINK SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. 19 NEW GAS CONNECTION AT TO RTU FOR HVAC CONTRACTOR. PROVIDE Z REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. DIRTLEG, UNION AND SHUTOFF AS REQUIRED BY CODE. FIELD VERIFY. Q SEE GAS RISER ON SHEET P200 FOR ADDITIONAL INFORMATION. J V � Z 3 o J �O P1®® 5LB LEAD BE TO CHIPPED CONCRETE WITH A MED POSITIVE SLOPE TOGCLAMPLDEVICE.RPROVIDE NONSHRINK GROUT UNDER PLUMBING SPECIFICATIONS LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY ANDICAP SPECIFICATIONS: ARCHITECTURAL BARRIERS ACT 42 C H FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM HANGER ROD �USC. 4151-4157 WIDTH OF FLASHING SHALL BE 24"). ��L THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL 1 ADJUSTABLE FINISH FLOOR LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLY WITH REQUIREMENTS OF THIS FACILITY. GAS SHUT-OFF STRAINER SLOPE TO DRAIN / VALVE 1/2" PLUMBING FIXTURES PdD RTU-1 CW TO ° a A. WATER CLOSET (STANDARD) - AS IDENTIFIED ON PLANS - WITH OLSONITE SEAT #95. 1/2" r 150 MBH PRAYER ,� iiii C.W. SUPPLY AND 4" VENTED WASTE. o HEIGHT OF WATER CLOSET SEAT SHALL BE 17" MIN. & 19" MAX. FORCE REQUIRED TO - ° PIPE INSULATION ACTIVATE FLUSH VALVE LEVER TO BE 5 LBS. MAXIMUM (4.16.5) ROOFTOP REFER TO MFR. CAST IRON �[ UNIT DATA FOR LINE FLOOR DRAIN B. LAVATORY - AS IDENTIFIED ON PLANS WITH FAUCET, 1/2" C.W. AND H.W. SUPPLY AND /• SIZES INSULATION SHALL BE RUN 1-1/2" VENTED WASTE. (WHEN SPECIFIED BARRIER FREE, MOUNT BOTTOM OF RIM 29" 5'-11"+- ROOF UNION CORE DRILL 10'6 CONTINUOUS THRU HANGERS A.F.F.) CURB AND 4"0 HOLES i'• PIPE PROVIDE 30"x48" CLEAR FLOOR SPACE FOR FORWARD APPROACH, INCLUDING KNEE AND TOE THREADED OR SPACE. PROVIDE CLEAR SPACE BENEATH LAVATORY 29" HIGH x 30" WIDE x 8" DEEP (KNEE •E{ DIRT LEG CAULK OUTLET INSULATION PROTECTION SHIELD. G ROOF OUTLET USE 16 GAUGE SHEET STEEL, SPACE) AND 9" HIGH FROM THE FLOOR x 30" WIDE x 17" DEEP FROM FRONT OF LAVATORY 2 PIPE DIAMETERS LONG, (TOE SPACE). ••� EXPOSED WATER AND DRAIN PIPING BELOW LAVATORY SHALL BE INSULATED WITH "PLUMBEREX" (OR J '•� RTU-2 EQUAL) PIPE COVERS. '•� 224 MBH FAUCET CONTROLS SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR NOTE:THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER 120 DEGREES SUPPORT, OR TWISTING OF WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. •�• PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). GRINNEL FIGURE 167. 17'-3'+- GAS SHUT-OFF VALVE DETAIL SELF-CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT LEAST 10 SECONDS. 1" G SCALE: NOW al FLOOR DRAIN W/TRAP PRIMER a PIPE HANGER DETAIL C. MOP SINK - AS IDENTIFIED ON PLANS. ONE PIECE MOLDED STONE WITH 3" DRAIN, VINYL SCALE: NONE SCALE NCNNE BUMPERGUARD ON 3 SIDES. SERVICE FAUCET 8" CTR. TO CTR. INLETS WITH VACUUM BREAKER •� 5'-5"+- HOSE AND HOSE BRACKET. PROVIDE 3" VENTED WASTE WITH "P-TRAP'; 1/2" HOT AND COLD WATER SERVICE. CAULK WITH A SILICONE SEALANT ALONG WALLS. MOUNT MOP HANGER AT LL 4'-0"A.F.F. ALL MATERIALS FURNISHED AND INSTALLED BY OWNER'S CONTRACTOR. \•'� ,•°dam 1-1/4" G MOP HANGER D. FLOOR DRAIN - AS IDENTIFIED ON PLANS. CAST IRON DRAIN WITH NICKEL-BRONZE .. ADJUSTABLE STRAINER; INSIDE CAULK. OUTLET AND CLAMPING DEVICE WHERE REQUIRED. Q 1'-6 1�1 fi' PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER WHERE INDICATED. •'� n� E. CLEAN-OUTS - SHALL BE AS MANUFACTURED BY JOSAM, ZURN, OR EQUAL, AND SHALL BE W /•• SERVICE FAUCEI WITH INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES, AS CALLED VACUUM BREAKER FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. ALL CLEAN-OUTS SHALL BE ? 13'-11"+- /•'� FLUSH WITH FINISHED FLOOR TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH ,•' 71 SUFFICIENT SPACE FOR RODDING. W �m F. WATER HAMMER ARRESTOR - EQUAL TO PRECISION PLUMBING PRODUCT SC SERIES, INSTALLED /`� PER MANUFACTURER'S RECOMMENDATIONS. �•• GAS PIPING ABOVE - PUSH BAR I 3„ 3., 30"HOSE�� ROOF (TYP). FLOOR LINE 8/8 6/4 NOTE: NOTE: OWNER'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION /•' OF ALL TOILET ACCESSORIES INCLUDING SUPPORT BLOCKING INSIDE WALL. ,•° HOSE BRACKET MATER A. SANITARY SEWER - CAST IRON, ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO 6'-1"+- 1-1/2" DRAIN INCHES (2") IN SIZE AND SMALLER MAY BE SCHEDULE 40 GALVANIZED STEEL. PVC MAY BE �• APPLY SILICONE USED IF ALLOWED BY LANDLORD AND CODE. PVC CANNOT BE IN RETURN AIR PLENUM. SEALANT BETWEEN '•� B. DOMESTIC WATER AND HOT WATER PIPING TO BE COPPER TYPE "L" INSULATED WITH ARMAFLEX •.� MOP SINK AND OR EQUIVALENT INSULATING TO A THICKNESS OF 1 •.� ro ADJACENT ••� 24„ SURFACES C. GAS PIPING (WHEN REQUIRED) SHALL BE BLACK STEEL SCHEDULE 40 WITH SCREWED FITTINGS. PIPING PUSHBAR A. PIPING AND FITTINGS SHALL BE THE WEIGHTS AND TYPES SHOWN ON DRAWINGS. SIZES NOTE: GAS PIPING AND METER TO NOMINAL PIPE SIZES. ACTUAL DISTANCES IN FIELD AND GAS SIZED PER SHOWN ON ON DRAWINGS ARE PRESSURE. �11l HI-LOW FOUNTAIN DETAIL a MOP SINK DETAIL SIZING SHOWN BASED ON 374 CFH, 90 FT. B. ALL PIPING SHALL BE INSTALLED PARALLEL T0, OR AT RIGHT ANGLES WITH THE BUILDING UTILIZING TABLE 12-7 OF IDAHO PLUMBING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. i CODE. FIELD VERIFY EXACT LOCATION, SIZES, AND SCALE: NONE SCALE' NONE GAS PRESSURE. C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATERIAL PRESENT AND SHALL BE SWABBED IF NECESSARY. NOTE. PROVIDE TRAP PRIMERS GAS PIPING COVER TT AND ACCESS COVER. TOP OF FOR DRAINS AS REQUIRED BY 1/2" CW CONNECT TO A. GAS PIPING ABOVE GROUND: ASTM A53, SCHEDULE 40 BLACK STEEL WITH WELDED JOINTS. COVER TO BE FLUSH w/TOP OF FLOOR. CLEANOUT TO BE LOCATED IN NON p'� MAY EXTEND LOCAL AUTHORITIES OR CODE. TOP OF COLD WATER FITTINGS SHALL BE CAST IRON. CARPETED AREA WHEN POSSIBLE. I I AS WASTE MAIN. � OR VENT B. PROVIDE PRESSURE REDUCING VALVES AS NECESSARY TO REDUCE PRESSURE TO EQUIPMENT • I COLD NAMEPLATE CAPACITIES PRIOR TO CONNECTION. 17'-0"+- CHROME WALL COVER PLUGGED TEE WATER BALL VALVE TRAP PRIMER NOTE: AND SCREW w/ CLEANOUT LINE C. GAS PIPING SHALL BE IN ACCORDANCE WITH PLUMBING CODES, MECHANICAL CODES, THE INTERNATIONAL FUEL GAS CODE, AND LOCAL PLUMBING AUTHORITIES. ALL NEW HOT AND COLD .( DISTRIBUTIONS WATER LINES SHALL BE UNIT D. ALL GAS PIPING SHALL BE TESTED AND INSPECTED FOR LEAKS IN ACCORDANCE WITH THE INSULATED FLOOR LINE FLOOR LINE CEILING INTERNATIONAL FUEL GAS CODE SECTION 406 • - E. ALL EXTERIOR GAS PIPING (NEW AND EXISTING) SHALL BE PAINTED WITH 2 COATS OF YELLOW �• / FLOOR CLEANOUT -III-• •1/8 BEND RUST INHIBITIVE PAINT 1 2" PRIMING LINE -III WASTE LINE / 1-1/4" G I �\ / i 1/8 BEND IF CLEANOUT - LENGTH TO PREPARING PIPE • 1/2" �� OCCURS AT END OF LINE SUIT FLOOR FLOOR A. SCREWED PIPE SHALL BE INSTALLED WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH \ i DRAIN DRAIN NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. —WASTE LINE 1/2 B. COPPER JOINTS SHALL BE MADE UP WITH LEADLESS 95-5 SOLDER. STONE BASE II—III I—II—I C. BELOW GRADE SANITARY PIPING SHALL BE CAST IRON PIPE AND SHALL BE INSTALLED WITH 1/2" T ONE THIRD OF THE HUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED III III—II „I 1/2"\ T �i-III III-III- WITH FIRST QUALITY CAULKING AT ONE POURING AND CAULKED TIGHT. 2 „ [!��EXISTING GAS / / 1/2 l ROUGH-INS METER SEE T.P. l WALL CLEANOUT FOR SECOND LEVEL STORES THE GENERAL CONTRACTOR SHALL ROUTE ALL LINES REQUIRED FOR `�. KEYED NOTE �' DU-2 3/4 LAV. Q 1/2" _ � PLUMBING ROUGH-INS TIGHT AGAINST THE UNDERSIDE OF THE SECOND FLOOR LEVEL WITH 17/P100. al CLEANOUT DETAILS a TRAP PRIMER DETAIL ALLOWANCE FOR SLOPE. SECOND FLOOR SLAB SHALL BE CORE DRILLED AS REQUIRED TO INSTALL NEW WATER HEATER J f� THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. COORDINATE WITH LOWER LEVEL TENANTS. TO BE MOUNTED ON / 3 (PRESISION PLUMBING PRODUCTS I T I T I A PLATFORM ABOVE SCALE: NONE SCALE: NOTE MODEL PR-500 WITH DU-2 HANGERS AND SUPPORTS 12 GAS RISER i 1/2 I MOP SINK. - # ) HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10'-0" WITH SWIVEL (2) 1/2 ROUTE 3/4" DRAIN SPLIT PIPE HANGERS EQUAL TO CRANE #19 L OR GRINNELL #104. VERTICAL PIPING SHALL BE CW TO I SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF SCALE; NONE I : W.C.W . I : LINE TO MOP SINK. FLOOR i i O3 _ 3 4 CW STRUCTURE WITH HANGER RODS. ENSURE AIR GAP. DRAIN 3/4"CW IN I 3/4" 110°HW WATER HAMMER ARRESTORS 2 i I 3/4"HW OUT : I ^ EXPANSION TANK (AM ITROL MODEL# [9� REDUCER : : 1" T ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCKHAM, LUNKENHEIMER, : THERM-X-TROERMOST) NEW CONCRETE EXISTING CONCRETE I I � W C I I f 1/2" NORDSTROM, GRINNELL OR EQUAL. EXIST. R CW / \ I 1" I D.F. ASSE 1070 THERMOSTATIC MIXING VALVE UNDERGROUND\ I I SHUT OFF I ` W TEMP GAGE, 1 2' INLETS, 3 4" TESTING AND ADJUSTING �21 `\ VALVE WITH I / / / #3 24" O.C.FILET TEMP. SET ® 110' CONTRACTOR SHALL DEMONSTRATE OPERATION OF PIPING SYSTEM TO FULL SATISFACTION OF ACCESS 8 • TENANT. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING CODES. oa „ " as , PANEL IN I 3/4' 140'HW 1 2" 140• HW TO MOP SINK m e p / GI IeRANTEG \ WALL. 1/2 _ _ HEAT TRAP O PLATFORM FOR WATER - a ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) M_S. NEW WATER P&T RELIEF YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED PLUMBING SYSTEM SHALL BE FULLY EXTEND AND CONNECT NEW HEATER BY G.C., SEE 2" CW UNDERGROUND TO FLOOR METER PIPE 3/4"TO ARCHITECTURAL - OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK OR SINK DRAWING A400. a FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT EXIST. 2" C.W. STUB-IN. PENETRATION I 12" MIN 6'• DO NOT DAMAGE ADDITIONAL COST TO THE TENANT. FIELD VERIFY EXACT SIZE 2 O2 1"x24 GA. EXISTING AND LOCATION. DRAIN VALVE GALVANIZED STEEL REINFORCEMENT. 3/4" DRAIN PAN STRAP. SCREW INTO VERIFY LOCATION 10 DOMESTIC WATER RISER PIPING TQ MOP BACK PLATE WITH PRIOR TO DRILLING. SINK SCREW MIN. SCREWS IN LOWER INSTALLATION: SCALE; 1/4!-T-W AND UPPER 1/3 OF 1. DRILL HOLE 1/8" LARGER THAN REBAR WATER HEATER. DIAMETER, EPDXY SET. 1 MOP SIN O3 CONNECT W 2. CLEAN HOLE THOROUGHLY OF DUST AND EXISTING CW MAIN FRAGMENTS WITH WATER. WIRE BRUSH, AND AIR. FLOOR �;I, -,/2"v ag I WATEHEATER DETAIL aSCALE: NONE �LRENCH DETAIL °C NONE EXISTING 4" VTR-� Z Q Q NEW 2" U WOO 1-1/2"V 2"V 2„� 2V 1/2V 3 3' I PROVIDE 1/2" 2 V 1 4„ 1 F.D. TRAP PRIMER 1-1/2•I j W C CONNECTION (TYP.) W.C. „ 1 4 EXIST. 4" D.F. Lu NEW 2" 3 F. 2'V ca WCO 3' NEW 2" cr 2 4" 2„ WOO M.S. ' J EXIST. 4" NEW 3" 3 FCO W NOTE: 0 EXTEND AND CONNECT ALL NEW VENT PIPING PASSING NEW SANITARY PIPING TO co EXISTING 4" SANITARY THROUGH CEILING PLENUM U PIPING. FIELD VERIFY AREA SHALL BE CAST IRON. ui EXACT LOCATION AND 13- SIZE. co al11 SANITARY SEWER RISER - m z SCALE: 1,4•-1'-T a o, �O � 3 2 1 I I I LP-5 2 Pi U 6 4 J LP-17 N 12 V Q N 4 W I 1 Z 4 12 2 LP-16 W d LP-16 Fr E300 LP-14 m LP-8 I /L/LE it 1 3I 13 LP-31,33,35 LP-32 LP-38,40 14 o LP-10 9 LP-8 I - --- 7 i LP-28 0 L(, LP-12 it� �� 17 i 16 i � I -- LP-6 POWER GENERAL NOTES LP-17 3 1 2 E300 E300 5 .2 A. RECEPTACLE CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. t I --� ❑ RECEPTACLE CIRCUITS FROM 101,-0„ TO 150,-0„ IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS LP-24 MINIMUM. RECEPTACLE CIRCUITS ABOVE 250'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. y B. ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER ALARM SYSTEM CONNECTIONS. LP-3 12 1 LP-1 C. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REVIEW ALL ARCHITECTURAL DRAWINGS, LP 28 ELECTRICAL DRAWINGS AND NOTES TO INSURE THAT ALL ELECTRICAL REQUIREMENTS ARE MET. i 3 E300 12 D. ALL POWER AND ALARM WIRING FOR EXIT DOORS SHALL BE CONCEALED IN DOOR FRAME. g ; - E. DUCTWORK AND PIPING SHALL NOT BE ROUTED OVER ELECTRIC PANELS OR TRANSFORMERS. LP-37,39,41 F. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED 1 WALL UNLESS OTHERWISE NOTED. G. RECEPTACLES AND DATA/TELEPHONE OUTLETS SHALL BE MOUNTED +18" A.F.F. UNLESS OTHERWISE I LP_ NOTED. NO LOWER THAN +15"A.F.F. TO BOTTOM OF DEVICE. H. DISCONNECT AND DISCARD ALL EXISTING ELECTRICAL EQUIPMENT AND DEVICES, WIRING, CONDUIT, LIGHT EXIST 18 116 1:1 FIXTURES, ETC. NOT BEING REUSED. LANDLORD RTU-2: ANY PENETRATIONS THROUGH FIRE-RESISTANT/RATED WALLS, PARTITIONS, FLOORS, AND CEILINGS SHALL ELECTRICAL LP-16 BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. EQUIPMENT --- 12 J. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOX AND RACEWAY FOR THERMOSTATS AND HVAC 4 LOW VOLTAGE CONTROLS AT 48" A.F.F. THERMOSTATS AND HVAC LOW VOLTAGE CONTROLS INSTALLED AND WIRED BY MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. TYPICAL OF ALL. LP-18 1 K. WHERE OPEN-AIR INSTALLATION METHODS (EITHER EXPOSED ABOVE THE CEILINGS, IN BRIDLE RINGS OR LP-20 IN CABLE TRAYS) ARE PERMITTED, PROVIDE PLENUM-RATED CABLES WHEREVER PLENUM CEILINGS (IF - ANY) EXIST, AND INSTALL PER NEC. 5 E300 L. ACCESS TO LANDLORD'S JUNCTION BOXES MUST BE MAINTAINED. PROVIDE ACCESS PANELS AS _ REQUIRED. M. G.C. TO PROVIDE AND INSTALL ANY/ALL REQUIRED FIRE ALARM DEVICES AND EQUIPMENT REQUIRED BY 9 THE CITY. PROVIDE ALL WORK REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM. INCLUDE ALL LP-36 REQUIRED WORK IN BASE BID. LP-26 LP-30 POWER KEYED NOTES Oi PROVIDE JUNCTION BOX/DISCONNECT SWITCH PER NEC 600 IN A NON-VISIBLE, BUT ACCESSIBLE LP-2 2 LOCATION FOR STOREFRONT SIGNAGE. PROVIDE FLEXIBLE WHIP FOR CONNECTION TO SIGNAGE. SIGNAGE FIXTURE FURNISHED AND INSTALLED BY OWNER'S SIGNAGE VENDOR. COORDINATE EXACT LOCATION WITH �J,J 10 OWNER AND SIGNAGE VENDOR. O2 PROVIDE DUPLEX RECEPTACLE ABOVE DOOR AND DEDICATED 120V CIRCUIT FOR SENSORMATIC DOORMAX SYSTEM (INSTALLED BY OWNER). POWER FOR SENSORMATIC SYSTEM TO BE ROUTED THROUGH VEONDORREFRONT PRIOR UTOIOCOMMENCCIING ANY WORK.N TO AE30VL CEILING. E PI WER FY APACK CT ETQO BEMENTS MOUN EIDHABOVE THE S CEILINGMATIC O3 PROVIDE DUPLEX RECEPTACLE FOR "SHOPPER TRAK". FIELD VERIFY EXACT LOCATION. Z Cp 4 j J ® PROVIDE AND INSTALL A DUPLEX RECEPTACLE AT STOREFRONT SHOW WINDOW, MOUNT FLUSH IN SOFFIT. Q 12 4 PAINT TO MATCH SOFFIT. WHERE THERE IS NO SOFFIT, MOUNT ON WALL ABOVE GLAZING WITHIN 18" OF Z LL Q LP-16 THE TOP OF THE GLAZING. 15 ❑ O5 PROVIDE 4'X4'X3/4" PLYWOOD BACKBOARD AND 24 PORT WALL MOUNTED CATEGORY 5 PATCH PANEL U FOR TERMINATION OF VOICE AND DATA CABLING. COORDINATE EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. LP-34 10 © PROVIDE DUPLEX RECEPTACLE MOUNTED HORIZONTALLY IN WALL AT 10'-3" A.F.F. COORDINATE EXACT LOCATION. LP-17 LP-8 O7 PROVIDE A CLOCK TYPE DUPLEX RECEPTACLE AT 60"A.F.F. COORDINATE EXACT LOCATION. G.C. TO CUT rl CLEAN, INCONSPICUOUS HOLE IN TENANT PROVIDED PANEL FOR ACCESS TO RECEPTACLE. WIRELESS ACCESS POINT UNIT CENTRALLY LOCATED, COORDINATE EXACT LOCATION IN FIELD, AND MOUNT E TO THE VERTICAL SOFFIT WALL OR SURFACE MOUNT TO STRUCTURE - OPPOSITE THE MAIN ENTRY. PROVIDE A CAT-5E PLENUM CABLE HOMERUN FROM THE WAP TO THE PHONE BOARD IN THE BACK OF 4 1 12 12 6 4 HOUSE. G.C. TO UTILIZE CONDUIT AS REQUIRED BY CODE. PROVIDE DUPLEX RECEPTACLE ON STRUCTURE FOR WIRELESS ACCESS POINT POWER. FIELD VERIFY EXACT LOCATION. LP-i - Og PROVIDE RECEPTACLE FOR HAND STEAMER. PROVIDE LABEL AT RECEPTACLE LOCATION TO READ "STEAMER COORDINATE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO ROUGH-IN. aPOWER PLAN 0 G.F.C.I. RECEPTACLE @44" RESTROOM SINK. COORDINATE EXACT LOCATION. - SCALE: 1/4!-T-W G.F.C.I. RECEPTACLE FOR ELECTRIC WATER COOLER (EWC). FIELD VERIFY EXACT LOCATION AND MOUNTING HEIGHT. 12 CIRCUIT SHALL BE CONNECTED THROUGH LIGHTING CONTROL SYSTEM. REFER TO SHEET E400 FOR MORE INFORMATION. 13 G.C. SHALL PROVIDE FLOOR STRIPING IN FRONT OF ELECTRICAL EQUIPMENT FOR 3' MINIMUM WORKING o Q CLEARANCE. 14 PANEL "LP". REFER TO PANEL SCHEDULE AND ONE-LINE DIAGRAM. \ 3 15 NON-FUSED DISCONNECT SWITCH MOUNTED ABOVE FOR CONNECTION OF TANK TYPE WATER HEATER. w i6 WEATHERPROOF G.F.C.I. RECEPTACLE PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210-63. m 17 RTU-1 208V, 30, 60A.S., N.F., 31.7 F.L.A. WITH GAS HEAT. 0 1 18 RTU-2 208V, 30, 60A.S., N.F., 38.8 F.L.A. WITH GAS HEAT. 19 DAC-1 208V, 10, 30A.S., N.F., 5.0 F.L.A. E100 2 3 2 1 I I U O m — ® J A2 4L8 G2, LP-13 A2 I I LP-23 I LL SOB B I a � N A2 G2 W 52 IIIIIIIIQIIIII I � w V O O L2 711 Z NIL 3 I W LP-21 I A2 I L I K I J B LP-13 1 TURNING OFF SWITCH "c" WILL REDUCE LIGHTING BY 50% Y p L2 p L2 NIL NIL O O O GENERAL b C d w s O GENGROERAL LTG DISPLAY LTG Z GROU G1 MODULE MODULE LIGHTING RM LP-11 5 6 REMOTE REMOTE REMOTE 'Do SWITCH SWITCH SWITCH X2 3 PROVIDE 2-HOUR INTERMATIC FF SERIES Y OVERRIDE TIME SWITCH. OVERRIDE SWITCH SHALL SERVE AS THE EXTERNAL OVERRIDE SIGNAL TO TIMECLOCK. PROVIDE PRINTED LABEL AT SWITCH LOCATION TO READ "OVERRIDE SWITCH". CONTRACTOR TO VERIFY EXACT CONFIGURATION F1 REQUIRED WITH SPACE AVAILABLE. PROVIDE LABELS PER USE. SWITCHES SHALL NOT BE MOUNTED HIGHER THAN 48"- a SWITCH BANK ° SCE: NONE L2 AL I O ° 05 LIGHTING KEYED NOTES I z 01 PROVIDE ROUGH-IN AND INSTALL WATTSTOPPER WI-200 OCCUPANCY SENSOR WITH Nmof F1 MANUAL "ON/OFF" SWITCH. MOUNT AT +48"A.F.F. O2 LIGHTING SWITCHBANK. REFER TO DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. O3 EMERGENCY LIGHTS, NIGHT LIGHTS AND EXIT SIGNS SHALL BE CIRCUITED TO UNSWITCHED, LOCKED CIRCUIT LP-9. N ® EMERGENCY LIGHTS, NIGHT LIGHTS AND EXIT SIGNS SHALL BE CIRCUITED TO ® UNSWITCHED. G1 O5 PROVIDE WIRE AS REQUIRED FOR OWNER PROVIDED SPEAKERS. COORDINATE EXACT SPEAKER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN. COORDINATE EXACT LP-27 REQUIREMENTS WITH CHARMING CHARLIE PROJECT MANAGER PRIOR TO INSTALLATION. I L2 O O L2 © PROVIDE WIRE AS REQUIRED FOR OWNER SECURITY SYSTEM DEVICES. COORDINATE EXACT NL NL CAMERA LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN. REFER TO DETAIL ON SHEET E300 FOR ADDITIONAL INFORMATION ON THE SECURITY SYSTEM. COORDINATE y O3 0 INSTALLATION.EXACT REQUIREMENTS WITH CHARMING CHARLIE PROJECT MANAGER PRIOR TO LP-13 III III FIXTURE TO BE NORMALLY SWITCHED. FIXTURE'S EMERGENCY BALLAST TO BE SERVED BY LP-15 K UNSWITCHED LEG OF LIGHTING CIRCUIT TO PROVIDE CONTINUOUS EGRESS AND 2 �/4�L EMERGENCY ILLUMINATION PER NEC 700-12(A) AND LIFE SAFETY CODE. ®, O8 SEE POWER SHEET FOR LED TAPE LIGHTING POWER. X2 _ y O9 FOR SPACE CONTROL OF FITTING ROOM LIGHTING, E.C. SHALL PROVIDE REMOTE r 1 LOCATION SWITCHES IN SALES AREA SWITCH BANK. REMOTE SWITCH SHALL ANNUNCIATE -} OR HAVE PILOT LIGHT TO INDICATE STATUS AND BE CLEARLY LABELED TO IDENTIFY THE A2 CONTROLLED LIGHTING. TO EXH 10 INSTALL 'YHE WATT STOPPER" OCCUPANCY SENSOR MODEL N0. DT-355 TO CONTROL FAN O GENERAL LIGHTING CIRCUIT FOR NON-BUSINESS HOURS EGRESS LIGHTING. TIME DELAY SHALL BE SET TO 5 MINUTES. w z I O-71 ® w�® N� Az y 3 LIGHTING GENERAL NOTES °C LP-19 _ A. ALL WIRING DEVICES (RECEPTACLES, SWITCHES, ETC.) AND COVERPLATES SHALL BE Z � � WHITE, NO EXCEPTIONS. 0 os J X2 B. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE J Q TO O O THRU-WIRING WHEREVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE LL EXH 4 FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE FAN 0 2O ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE U E.' E.' THRU-WIRING, ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN A2, w .., ... ... BID. O ' C. LIGHTING CIRCUITS UP TO 100'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS L Y J MINIMUM. LIGHTING CIRCUITS FROM 101'-0"TO 150'-0" IN LENGTH SHALL UTILIZE #10 ILCONDUCTORS MINIMUM. LIGHTING CIRCUITS FROM 151'-0"TO 250'-0" IN LENGTH SHALL O ® UTILIZE #8 CONDUCTORS MINIMUM. LIGHTING CIRCUITS ABOVE 251'-0" IN LENGTH SHALL 4 X2 4L8 C UTILIZE #6 CONDUCTORS MINIMUM. E D. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY OWNER. SOME FIXTURES REQUIRE ASSEMBLY. E.C. IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND SHALL AIM THE FIXTURES PER DIRECTION FROM G.C.. IF THE CEILING SYSTEMS ARE FIRE RATED, E.C. SHALL CLOSELY COORDINATE RECESSED - a LIGHTING PLAN FIXTURE REQUIREMENTS WITH OWNER AND SUPPLIER TO MAINTAIN THE FIRE RATING OF -gm THE CEILING. SCALE: 10' T-V E. FIXTURES INSTALLED IN FURRED SPACES SHALL BE CONNECTED BY MEANS OF FLEXIBLE CONDUIT AND "AF" WIRE RUN TO A BRANCH CIRCUIT OUTLET BOX WHICH IS INDEPENDENT OF THE FIXTURE. F. EMERGENCY AND EXIT FIXTURES SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRICAL CODES. G. ALL NIGHT LIGHTS (SHOWN WITH "NIL" DESIGNATION) SHALL BE WIRED AHEAD OF \ Z SWITCHING. 8 Q H. EMERGENCY FIXTURES, EMERGENCY BALLASTS SHALL BE PROVIDED WITH AN UNSWITCHED J "HOT" TO PROVIDE CONTINUOUS POWER TO BALLAST EVEN WHEN FIXTURE IS OFF. I. EXIT/EMERGENCY LIGHTS AT THE STOREFRONT SHALL BE CEILING MOUNTED AND x 3 Z CENTERED OVER OPENINGS. EXIT/EMERGENCY LIGHTS AT DOOR TO NON-SALES AREAS \ SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. < M m �\ J. IT SHALL BE THE E.C.'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING o V PACKAGE. THE E.C. SHALL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL �_ o J PACKAGE DISTRIBUTOR. K. DISCONNECT AND DISCARD ALL EXISTING ELECTRICAL EQUIPMENT AND DEVICES, WIRING, C n O 0 CONDUIT, LIGHT FIXTURES, ETC. NOT BEING REUSED. GL CASHWRAP POWER KEYED NOTES 600 [42 80 RA ] 62] ZZ O1 TELEPHONE/DATA OUTLET. PROVIDE CAT 5 MODULAR JACK MATCHING ADJACENT 123. 42 13 O ELECTRICAL RECEPTACLE STYLE AND COLOR. PROVIDE CAT 5 CABLE, 1 PER DROP __ [1070 ] l UNLESS NOTED OTHERWISE, ROUTED TO TELEPHONE/DATA PATCH PANEL. CABLING THIS PANEL INSTALLATION MUST BE TESTED TO MEET CAT 5 REQUIREMENTS FOR ROUTING, REFER TO IS 'W w THIS PANEL M« ® CONSTRUCTED X z SUPPORT, TERMINATION AND SPEED. IS DETAIL-A CONSTRUCTED FOR DETAILS �$� WITH r PERFORATED O PROVIDE (1) 1" CONDUIT FOR POWER AND (2) 1" CONDUITS FOR TELE/DATA. WITH f�q FRONT MATERIAL CONDUITS SHALL BE TRENCHED/CORED FROM NEAREST FULL HEIGHT WALL/COLUMN, PERFORATED g 5 2_y 11 BELOW SLAB OVER TO CASHWRAP. CONDUITS MUST BE STUBBED UP INTO CASHWRAP MATERIAL b d o00000000 6 CHASE DIRECTLY BEHIND ACCESS PANEL. REFER TO DIMENSIONS FOR MORE r o°o°o°o°o flffid o00000000 ------- 6 LP-2,4,17 00000 ! f 'i� o000o SOUND SYSTEM SPEAKER CABLE. PROVIDE INFORMATION. COORDINATE SLAB TRENCHING/CORING REQUIREMENTS (I.E. X-RAY) WITH o00o n TELE/DATA FIELD 10 7 4 10 LANDLORD PRIOR TO COMMENCEMENT OF WORK. °o°o°o°o° �V1 PROVIDE 1" CONDUIT WITH CABLES. TERMINATE AT CABLE WITH 6 FT SLACK FOR TERMINATION AT a RACK NOTES: PULLSTRING TO LANDLORD PATCH PANEL AMPLIFIER 1. INSTALLATION MUST COMPLY e O3 PROVIDE ALL RECEPTACLES/DEVICES REQUIRED IN MILLWORK VENDOR PROVIDED MAIN TELEPHONE BOARD o JUNCTION BOXES. PROVIDE FLEXIBLE CONDUIT CONNECTIONS FROM JUNCTION BOXES WITH NATIONAL AND LOCAL FOR TELEPHONE SERVICE _ TO DEVICES. ALL FLEXIBLE CONNECTIONS SHALL BE ROUTED THROUGH MILLWORK L--�i ELECTRICAL REGULATIONS. o LP 17 2. PLEASE REFER TO THE `m CHASE. L� COMM SERVICE DMARK *ESEPRODUCT MANUALS FOR CABLE AND TERMINATIONm DETAILED INFORMATION.CIRCUIT SHALL BE CONNECTED THROUGH LIGHTING CONTROL SYSTEM. REFER TO BY OTHERSFRONT VIEW LEFT SIDE VIEW REAR VIEW 3. ALL DIMENSIONS ARE IN SHEET E400 FOR MORE INFORMATION. a ER J MILLIMETERS. 1021 4. NET WEIGHT OF UNIT IS 196 PROVIDE NEW DELIVERY BUZZER. LOCATE BUZZER ON BACK SIDE OF BACKWRAP COVE [4p 1 LBS PROVIDE 48"X48"X" PLYWOOD BACK BOARD SOFFIT AT 10'-0" AND OUT OF CUSTOMER VIEW. COORDINATE EXACT LOCATION WITH 9.8 [.39] SQUARE 5. CABLE ENTRY 15 TOP OR PROVIDE WALL MOUNTED c� TENANT PROJECT MANAGER PRIOR TO COMMENCEMENT OF RELATED WORK. REFER TO o BOTTOM OF UNIT. 24 PORT PATCH PANEL n 2 2 4 4 DETAIL ON THIS SHEET FOR MORE INFORMATION. \/ o°J °� 6. FRONT AND REAR SERVICE Zj ACCESS IS REQUIRED. v ©PROVIDE AND INSTALL A SINGLE-GANG JUNCTION BOX FOR MUSIC SYSTEM VOLUME o0 Oo 7. AIR FLOW AND SERVICE ❑ PROVIDE 48" X 48" X 3/4" PLYWOOD BACK 17 CONTROL. REFER TO A300 FOR EXACT LOCATION AND MOUNTING HEIGHT. w REQUIREMENTS, AS WELL AS BOARD O7 PROVIDE QUAD RECEPTACLE MOUNTED FLUSH AND CENTERED ON WALL. REFER TO O O O N c� o MINIMUM CLEARANCE TO FIRE LL 9 3 1 .g o i a n z SUPPRESSION SYSTEMS SHOULD 1 2 3 RECEPTACLE DESCRIPTION �,P ARCHITECTURAL DRAWINGS FOR EXACT DEVICE LOCATION AND MOUNTING HEIGHT. E.C. n N ( ) ( ) ( ) BE CONSIDERED WHEN 3-g ( ) TO INSTALL FREE OF OBSTRUCTIONS AND HIDDEN FROM CUSTOMER VIEW. `-'N o-°-i `Jo a LOCATION THE ENCLOSURE. o p p p 1. DEDICATED RECEPTACLE FOR SERVER RACK. 3 CASHWRAP BACKWRAP DETAIL ®E.C. SHALL CONFIRM CASHWRAP CHASE LOCATION PRIOR TO TRENCHING/CORING. roa�o 9 U EQUIPMENT NOTES: 2. DEDICATED QUAD RECEPTACLE FOR TELEPHONE c� a MOST CASHWRAP DESIGNS ALLOW FOR 60" BETWEEN CASHWRAP AND BACKWRAP. AS uwo 3 0 100 [3.94] X 61 [2.40] 1. RACK TO HOUSE (2) SERVERS BOARD. Q SHOWN IN PLAN. SOME CASHWRAP DESIGNS MAY ONLY HAVE A 48" DISTANCE co ��� CUTOUT, 3 PLACES (FILE/MISC.), TO BE PROVIDED LlJ scALE.- �� BETWEEN THE CASHWRAP AND BACKWRAP, AND THUS THE TRENCHING DISTANCE FROM u o ° BY OWNER. 3. DEDICATED RECEPTACLE FOR SERVER RACK. Z ¢¢ THE WALL WILL BE REDUCED BY 12". COORDINATE EXACT CASHWRAP LOCATION WITH o i 45 [1.77] X 30 [1.18] 2. RACK TO HOUSE THE MUSIC U NOTE: PROJECT MANAGER. o=°=i CUTOUT, 3 PLACES SYSTEM AMPLIFIER, PROVIDED Z SEE DETAIL 2 FOR = GC TO FIELD VERIFY TO ENSURE CONDUIT LOCATION o i BY OWNER. SOUND SYSTEM Lll d O9 PROVIDE (1) DUPLEX RECEPTACLE FOR LED LIGHTING IN ACCESS PANEL. REFER TO °0 Oo SERVER RACK ELEVATION. SERVER RACK a DOES NOT INTERFERE WITH MILLWORK. o SPEAKER CABLE RUNS TO CODED NOTE 4 FOR LED CIRCUIT CONTROL. ��� THE AMPLIFIER, 6' SLACK TO ENCLOSURE a BE PROVIDED FOR 10 PROVIDE TELEPHONE/DATA OUTLET IN TELEPHONE NOOK - REFER TO TELEPHONE ro 139' MAX o TERMINATION TO REAR OF THE NOOK DETAIL ON ARCHITECTURAL SHEET FOR MORE INFORMATION. PROVIDE CAT 5 �N 3 PLACES / o�i AMPLIFIER. MODULAR JACK MATCHING ADJACENT ELECTRICAL RECEPTACLE STYLE AND COLOR. TOP VIEW 3. RACK TO HOUSE A PROVIDE CAT 5 CABLE, 1 PER DROP UNLESS NOTED OTHERWISE, ROUTED TO (DOORS FULLY DATA/MODEM SWITCH, TELEPHONE/DATA PATCH PANEL. CABLING INSTALLATION MUST BE TESTED TO MEET OPEN) v PROVIDED BY OWNER. CAT 5 REQUIREMENTS FOR ROUTING, SUPPORT, TERMINATION AND SPEED. � _ PROVIDE (10) CAT3 PATCH 1034 CABLES. TELEPHONE/DATA 11 PROVIDE (2) 1" CONDUITS TO TELEPHONE BOARD. [40"I DETAIL-A FIELD CABLES RUN FROM 1244 (RM PDU MOUNTING) DATA/MODEM AND TERMINATE AT PATCH PANEL. [48.99] 4. SERVER MONITOR TO SIT ON a SERVER RACK ENCLOSURE TOP FWITH KEYBOARDS. 011l TELEPHONE EQUIPMENT BOARD ELEVATION SCALE: NONE WNER ENT PROVIDED BY WALE: NOWE O U EDWARDS #590 TRANSFORMER MOMENTARY WALL MOUNTED STANDARD IN STOCK ROOM PUSHBUTTON FOR j L SCHEDULED TENANT EQUIPMENT (RE: 120V-6VAC. DOOR BELL AT REAR ARCHITECTURAL FIXTURE PLAN) DOOR 48" A.F.F. TYPICAL 12" SHELVING WALL MOUNTED STANDARD (12" O.C.) 120V CKT SCHEDULED TENANT EQUIPMENT (RE: AS SHOWN T ARCHITECTURAL FIXTURE PLAN) O;PLAN N 54"A.F.F. MICROWAVE OUTLET j' 18"A.F.F. 12" CORNER GUARDS, TYP. rni N o 108" 'F.F. SEE TENANT EQUIP. OUTLET STANDARD z 9�HH IN STOCK BACKWRAP SCHEDULED TENANT EQUIPMENT (RE: 0 ROOM DETAIL PAINT GYP. BD. ON 3-5/8" METAL STUDS ARCHITECTURAL FIXTURE PLAN) G.C. TO VERIFY SPACE REQUIREMENTS PRIOR TO TELEPHONE/DATA OUTLET AT 18"A.F.F. O.C.. PROVIDE PURCHASE AND INSTALLATION CAT 5 MODULAR JACK MATCHING ADJACENT ELECTRICAL RECEPTACLE STYLE AND COLOR. PROVIDE CAT 5 CABLE, EDWARDS #725 LOW-VOLTAGE 1 PER DROP UNLESS NOTED OTHERWISE, ROUTED TO DIXIE BUZZERS. ONE IN STOCK ROOM TYPICAL ELECTRICAL OUTLET 0; AND ONE IN BACK WRAP _ TELEPHONE/DATA PATCH PANEL. CABLING INSTALLATION G.C. TO PROVIDE CONTINUOUS METAL CORNER MUST BE TESTED TO MEET CAT 5 REQUIREMENTS FOR NOTE: tD GUARD AT ALL OUTSIDE CORNERS (TYPICAL) ROUTING, SUPPORT, TERMINATION AND SPEED. 1. ALL ROUTING IN CASH WRAP SHALL BE IN ELECTRICAL _ COUNTER ELEVATION RACEWAY, COORDINATE WITH THE CABINET MAKER. � 2. BUZZER SYSTEM DOES NOT EQUIP DOOR LOCK MECHANISM.SCHEDULED BASE (R E: ARCHITECTURAL 6 MICROWAVE NICHE ELEVATION 2'-,/2" FINISH FLOOR PLAN' a MpANGERS OFFICE ELEVATION 4 a BUZZER WIRING SYSTEM DIAGRAM MEM&B NOW w In Z � J _ja wl Z � Q Z U � co J_ Q W 0 _ Q Q Cf) 0 Z W U J y J a o� 3 o J �O W E30 LP NEW INSTALL X EXIST LOCATION _-- RELOCATED EXIST - P-8 REFER TO SPEC'S FOR PANyEL�BOARD DESIGNATION ________ MM p��y�p _120/20_VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL 2W__AMPERE BUS - TIMECLOCK /LAND CONTACTOR AMPERE MAIN Bf7G/11�CI1 Z TOP FED X BOTTOM FED --- FLUSH MTD --- SURFACE MTD X 1 0 CRT DESCRIPTION WATTS LOAD WIRE BRKR A B C BRKR WIRE LOAD WATTS DESCRIPTION CRT I 2 # TYPE SIZE SIZE a a SIZE SIZE TYPE # T/C 1 SIGN-STOREFRONT 1200 L 12 20 1 1920 1 20 12 R 720 REC-CASHWRAP ROB 1-2 2 I 3 T/C 3 SIGN-EXTERIOR REAR 1200 L 12 20 1 1920 1 20 12 R 720 REC-CASHWRAP POS 3-4 4 I q T/C 5 SIGN-EXTERIOR RT SIDE 1200 L 12 20 1 1380 1 20 12 R 180 REC-SENSORMATIC 6 OVERRIDE TIMER. T/C 7 SIGN-EXTERIOR LT SIDE 1200 L 12 20 1 1920 1 20 12 M 720 REC-PH.BD./BUZZER/TC 8 SEE SWITCH 9 LTG-SALES EM/NL/EXIT 606 L 12 20 1 786 1 20 12 R 1 180 REC-SERVER RIGHT 10 BANK DETAIL 11 LTG-STOCK/CORR/RR/EM 1093 L 12 20 1 1273 1 20 12 R 180 REC-SERVER LEFT 12 TS T/C 13 LTG-SHOW WINDOW TRACK 792 L 12 20 1 1332 1 20 12 R 540 REC-MANAGERS DESK 14 T/C 15 LTG-SHOW WINDOW DOWN 138 L 12 20 1 1398 1 20 12 R 1260 REC-SHOW WINDOW 16 T/C JL o 17 LTG-LED DISPLAY 858 L 12 20 1 2058 1 20 12 R 1200 REC-MICROWAVE 18 cq 19 LTG-CHANDELIERS 338 L 12 20 1 878 1 20 12 R 540 R EC-REFRIGERATOR 20 L STOREFRONT /C CONTACTOR #1 � 21 LTG-FITTING 264 L 12 20 1 1304 1 20 12 R 1040 RFC-COR/RR/EWC 22 CIRCUIT BRKR DESCRIPTION J 23 LTG-SALES TRACK RT 1206 L 12 20 1 2706 1 20 12 R 1500 REC-STEAMER SALES 24 SIGN-STOREFRONT LP-1 1 25 SPARE -- L 12 20 1 1500 1 20 12 R 1500 REC-STEAMER STOCK 26 LP-3 2 SIGN-EXTERIOR REAR z 27 LTG-SALES TRACK LT 486 L 12 20 1 846 1 20 12 R 360 REC-WAP/SHOPPER TRAK 28 SIGN-EXTERIOR RT SIDE LP-5 3 N n 29 SPARE -- - - 20 1 720 11201 12 R 720 REC-SALES GENERAL 30 o _ 31 RTU-1 3804 H 8 50 3 4164 1 20 12 R 360 REC-HVAC 32 SIGN-EXTERIOR LT SIDE LP-7 4 33 3804 5804 1 25 10 M 2000 WATER HEATER 34 SPARE 5 35 3804 4344 1 20 12 R 540 REC-STOCK 36 1 6 LL SPARE 37 RTU-2 4656 H 8 50 3 5176 2 15 12 H 520 DAC-1 38 39 4656 5176 520 40 STOREFRONT _ 41 4656 4656 1 20 - - -- SPARE 42 L/C CONTACTOR #2 Q CIRCUIT BRKR DESCRIPTION t� 1 L = LTG OR SIGNAGE LTG-SHOW WINDOW TRACK LP-13 1 `g w W LL Or a 16890 17234 17137 SUB TOTALS LP-15 2 R = RECEPTACLE LTG-SHOW WINDOW DOWN =a Z v _ 51261 M = MISCELLANEOUS CONNECTED LOAD LP-16 3 a H = H.V.A.C. REC-SHOW WINDOW Z PHASE BALANCE - 2.O1G K = KITCHEN q o w W d SPARE � NOTE: ALL BREAKERS SHALL BE BOLT-ON, UNLESS OTHERWISE NOTED. 1 SPARE 5 • - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK-ON CLIP T/C - INDICATES THIS CIRCUIT TO BE CONTROLLED BY A TIMECLOCK ISPARE 6 * - REFER TO ONE-LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT PANEL LP DEMAND OVERRIDE SWITCH. DESCRIPTION TOTAL WATTS SEE SWITCH BANK DETAIL GENERAL LTG TRACK 3(20A) X 120V 7200 L/C CONTACTOR #3 25% CONTINUOUS LOAD 1800 CIRCUIT BRKR DESCRIPTION LTG-SALES EM/NL/EXIT LP-9 1 F LIGHTING & SIGNS 8097 LP-21 * 2 c� 25% CONTINUOUS LOAD 2024 LTG-FITTING RECEPTACLES 11540 SPARE 3 WATER HEATER 2000 1 4 MISC 720 SPARE DAC-1 1040 OVERRIDE SWITCH. RTU-1,2 25380 SEE SWITCH BANK 25% LARGEST MOTOR 1764 DETAIL L/C ON DISPLAY LTG CTA CTOR #4 1 CIRCUIT BRKR DESCRIPTION jo TOTAL DEMAND WATTS 61565 LTG-CHANDELIERS LP-19 1 TOTAL DEMAND AMPS 171.0 LP-17 2 i LTG-LED DISPLAY � LTG-SALES TRACK RT LP-23 3 7777 0 LTG-SALES TRACK LT LP-27 4 SPARE 5 SPARE 6 TIMECLOCK AND LIGHTING a,2]1 CONTACTOR CONTROL DIAGRAM SCALE: NONE #- UNSWITCHED LEG TO FIXTURES REQUIRING 24HR. OPERATION, BATH FANS TO OPERATE WHILE RESTROOM IS OCCUPIED LK#IT FIXTURE SCHEDULE LAMP SCHEDULE REMARKS BEE QTY. SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION NOTES VOLTS REC SUR PEN WAL LAMP LAMPANUFACTRER WATTS/ FWATTSF MCATALOGUN0. 8 0 A2 DMF DH6-ICAT-D600-C PAR38 RECESSED LED 1,2,3,7 120 X 1 23 23 LED23 PAR38 FIXTURE SHALL BE SUPPLIED BY MANUFACTURER WITH ILL LABEL READING "23W MAX" SYMBOL LEGEND DOWNLIGHT - CLEAR ALZAK TRIM NARROW FLOOD 138 s B3 DMF DT3800W-18W PAR38 FRONT LOADING GIMBAL 1 2 3,6,7 UNI 1 18 18 LED SPACING 2' ON CENTER, 3' ON CENTER AT PERIMETERRING (WHITE) TPPR38DJB-18WCC-A ,(µb UNIPLEX RECEPTACLE (SINGLE) -- C2 DMF DT900W-9W UNIVERSAL LAMP HOLDER TRACK 1 2 3,6,7 120 1 9 g LED TRACK HEAD MOUNTED AT BACKWRAP UU DUPLEX RECEPTACLE HEAD (WHITE) PAR 20 ® DUPLEX FLOOR MOUNTED 12ELP-27-2-TD ADJ DUAL-HEAD EMERGENCY LIGHT LED 1. W/90 MIN BATT. BACK-UP. 2. TIME DELAY SHALL BE 15 MIN. 3. ONLY USED WHEN ALL LTS IN AREA 5 ��� EMT ENCORE _ WITH TIME DELAY-WALL OR CLG MTD 1,2,4,7 UNI X X X - - 24 INCLUDED ARE MH W/ RESTRIKE DELAY. 4. MINT AS SPECIFIED UNLESS OBSTRUCTED. 5. PENDANT MOUNT AT 12' A.F.F. W DUPLEX ISOLATED GROUND 3 �� EM2 ENCORE 12ELP_27-2 ADJ DUAL-HEAD EMERGENCY 1 2 4 7 UNI X X X - - 24 LED 1. PROVIDED WITH 90 MINUTE BATTERY BACK-UP 2. MOUNT AS SPECIFIED UNLESS OBSTRUCTED. ® DUPLEX FLOOR MTD ISO GRID w LIGHT-WALL OR CLG MTD INCLUDED DUPLEX SPECIAL LOCATION -- 0 EM3 BEGHELLI TA-24W-EM-1 20V-AT EMERGENCY LIGHT 1,2,4,7 120 X 1 24 10 -INCLUDED 1. PROVIDED WITH 90 MINUTE BATTERY BACK-UP 2. MOUNT AS SPECIFIED UNLESS OBSTRUCTED. ® DUPLEX CEILING MOUNTED - - 2 O F1 CRYSTORAMA 9806-CH 6-LIGHT, POLISHED CHROME LED COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. QUADPLEX RECEPTACLE _ _ DECORATIVE CHANDELIER 1,2,3,5,7 120 X 6 3.5 21 CANDELABRA BASE HE QUADPLEX FLOOR MOUNTED Z Cp CC-CC-21- 21-LIGHT,3-TIER POLISHED CHROME LED COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. 4 11 CUSTOM 3TIER CHANDELIER CHANDERLIER-CUR CRYSTAL ACCENTS 1,2,3,5,7 120 X 21 3.5 74 CANDELABRA BASE THIS IS THE CHARMING CHARLIE SALES FLOOR CHANDELIER. QUADPLEX ISOLATED GROUND Q 2 HF� G2 CUSTOM CC-CC-6- 6-LIGHT, 1-TIER POLISHED CHROME 1,2,3,5,7 120 X 6 3.5 21 LED COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. ® QUADPLEX FLOOR MTD ISO GRD Z LL Z Q ��\\ 1TIER CHANDELIER DECORATIVE CHANDERLIER CANDELABRA BASE QUADPLEX SPECIAL LOCATION /1 2 ® J-EM METALUX 2GR8-3-32-A-UNV- 2X4 RECESSED TROFFER WITH 1 2 3 UNI X 3 32 93 T8 VOLTAGE OR A V OS-QHE-EL4 ACRYLIC LENS - 3 LAMP ® SPECIAL AMPERAGE -- J2 METALUX 2GR8-2-U6T8-Al25- 2X2 RECESSED TROFFER WITH 1,2,3 UNI X 2 32 62 T8 SPECIAL VOLTAGE OR AMPERAGE UNI-EB81 ACRYLIC LENS - 2 LAMP MULTI-OUTLET PLUGMOLD MM-2-32-OCT- 4' 2-LAMP LINEAR STRIP LIGHT T8 COORDINATE HEIGHT WITH ARCHITECTURAL PLANS-CHAIN SET FOR PENDANT MOUNTING FIXTURE 10 o K MERCURY C-ELB-UNI - 1,2,3,7 UNI X 2 32 62 _ PROVIDED BY GC. MINIMUM 1400 LUMENS FOR EMERGENCY BATTERY PACK. v TELEPHONE OUTLET __ __ __ __ ROOF LINE � . SPECIALITY MHP/LED-PAR38 MUTLI HEAD LED PENDANT LED COORDINATE HEIGHT WITH ARCHITECTURAL PLANS. - GRID SPACING IS 13 x 13 FT ON CENTER JQ JUNCTION BOX VB ING 7 E L2 LIGHTING GROUP 1,2,3,5,7 120 X 4 17 68 INCLUDED p DATA OUTLET -- 2 SC - = CUSTOM FIXTURE ILL APPROVED FOR 1 2 3,7 120 X - - g LED EXIST BY ILL WET LOCATIONS EXTERIOR SCONCES INCLUDED V TELE/DATA OUTLET 4 ##3/0, 2"C LS4-40L-35K-10V LED STRIP LGHT LED 1. 2 LIGHTS PER FITTING ROOM. C7 DOORBELL PUSHBUTTON TIMECLOCK & 1 #6 GND 4 ❑ SOB ORES LIGHTING 1,2,7 120 X 1 44 44 PANEL INCLUDED 2. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. � CONTACTORS © LP i M FIELD VERIFY EXACT DOORBELL METER REQUIREMENTS CC-SPUT36/PBR 36-LIGHT,CUSTOM SPUTNIK LED COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. -- ^�-� SPi CUSTOM 1,2,3,5,7 120 X 36 3.5 126 ® y CANDELABRA BASE THIS IS THE CHARMING CHARLIE SALES FLOOR CHANDELIER. / DOORBELL LOW-VOLT TRANS © EXIST BY ILL (MIN) 200A.S. WITH NEW 200A.F. (n -- - - /c REFER TO CC-SPUT36/PBR 36-LIGHT,CUSTOM SPUTNIK LED COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. �/ LOW-VOLTAGE TRANSFORMER PANEL SERVICE FROM LANDLORD w SP2 CUSTOM 1,2,3,5,7 120 X 36 3.5 126 / CANDELABRA BASE © SCHEDULE 120/208V, 36, 4W ELEC. J ❑' DISCONNECT SWITCH DISTRIBUTION EQUIPMENT WST-42TRT-MD-120- DECORATIVE WALL MOUNT FIXTURE TRT GC TO VERIFY THE FINISH WITH THE CHARMING CHARLIE PROJECT MANAGER. AA{{,, W LITHONIA ELDW-PE-DBLB-L/LP WITH EMERGENCY BATTERY 1,2,3,4,7 120 X 1 46 46 MOUNT DIRECTLY ABOVE DOOR. �L� TELEPHONE BOARD Q PEXUR- THERMOPLASTIC WHITE EXIT SIGN LED 1. TO BE USED IN STOCK ROOM, BACK CORRIDOR AND RESTROOMS 2. TO BE USED THROUGHOUT SALES ELECTRICAL PANEL Lu 5 ® X2 PATHWAY 1247 UNI X X - - 5 LEASE LINE DL/EZXTEU2RW W/ RED LETTERS (SINGLE FACE) INCLUDED FLOOR OF LIFESTYLE AND POWER CENTER STORES 3. PROVIDED WITH 90 MINUTE BATTERY BACK-UP KVA TRANSFORMER __ __ __ __ __ _ FLOOR_ LINE U PEXUR- THERMOPLASTIC WHITE EXIT SIGN LED 1. TO BE USED IN STOCK ROOM, BACK CORRIDOR AND RESTROOMS 2. TO BE USED THROUGHOUT SALES -- m X3 PATHWAY DL/EZXTEU2RW W/ RED LETTERS (DOUBLE FACE) 1,2,4,7 UNI X X - - 5 INCLUDED FLOOR OF LIFESTYLE AND POWER CENTER STORES 3. PROVIDED WITH 90 MINUTE BATTERY BACK-UP T/C 24HR 7 DAY-TIME CLOCK 1 1L12 HERA _ ROWS 12' LED LONG TAPE RIP E-LED 127 120 X 12 42W/LF 50 INCLUDED WALL SWITCH ILA Q a ELECTRICAL ONE DIAGRAM 3 #12, 3/4"C (2 CRT WIRES, SCALE: NONE U 4 ROWS 8' LONG TAPE VE-LED LED 2 4L8 HERA _ FLEXIBLE LED LIGHT STRIP 1,2,7 120 X 32 42W/LF 134 INCLUDED 1 NEUTRAL, 1 GROUND) 3 -� CIRCUIT HOME RUN 1. ALL WIRE SHALL BE COPPER ONLY, THW, THWN, 3. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, U NOTES: ---- CONDUIT THRU/BELOW FLOOR THHW, OR NEC APPROVED EQUAL OR BETTER. ALL LIGHTS, DEVICES, CONDUIT, WIRE, ETC.) NOT BEING o C\7 -il WIRING SHALL BE IN CONDUIT. WIRE AMPACITY BASED USED SHALL BE REMOVED FROM THE SITE. m ui 1. INSTALLATION OF LIGHTING FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO CODE REQUIREMENTS. ON NEC 110-14c AND TABLE 310-16. DO NOT ABANDON IN PLACE. 3 `' J 2. ALL LIGHTING SHALL BE FURNISHED BY OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. o- CONDUIT STUBBED UP/DOWN N Q w 3. LAMPS SHALL BE G.E., OSRAM SYLVANIA OR PH LIPS - NO EXCEPTIONS. BON BACK OF HOUSE 2. E.C. SHALL FURNISH ALL NEW ELECTRICAL EQUIP. 4. E.C. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL 4. ALL EMERGENCY LIGHTING AND EXIT SIGNAGE SHALL BE PROVIDED WITH 90 MINUTE BATTERY BACK-UP. (PANELS, TRANSFORMER, CONDUITS WIRE, METERS, EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING 5. PROVIDE PENDANT MOUNTING KIT FOR ALL LIGHTING TO BE PENDANT MOUNTED FROM STRUCTURE. FIT NIGHTLIGHT SERVICE FEEDERS AND CONDUIT, DISC SWITCHES, ELEC. EQUIPMENT TO BE REUSED IS OF ADEQUATE 6. E.C. SHALL AIM ALL TRACK LIGHTING AS SHOWN/INDICATED BY ARCHITECTURAL DRAWING/OWNER. CONTACTORS, TIMECLOCKS, ETC) AS REQUIRED, SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. E 4 O O 7. E.C. SHALL VERIFY ALL STANDARD MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. COORDINATE ANY DISCREPANCIES WITH ARCHITECTURAL SHEETS AND OWNER. VIA T/C TIMECLOCK CONTROLLED CIRCUIT UNLESS NOTED OTHERWISE. IF DISCREPANCIES ARISE CONTACT PROJECT REP. 1. GENERAL REQUIREMENTS 8. GROUNDING 12. OUTLET. JUNCTION AND SWITCHBOXES THE DUCT DETECTOR SHALL BE INSTALLED IN THE RETURN AIR DUCT PLENUM (AHEAD OF ANY DUCTWORK TAKE-OFFS) AS REQUIRED BY LOCAL PREVAILING CODES AND AUTHORITIES HAVING JURISDICTION. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING ANY GENERAL AND SUPPLEMENTAL CONDITIONS AND GENERAL ALL METALLIC CONDUIT, SURFACE WIREWAYS, SUPPORTS, CABINET AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE GANG TYPE OUTLET BOXES SHALL NOT BE USED. THE OUTLET BOX LOCATIONS INDICATED ON DRAWINGS SHALL BE CONSIDERED REQUIREMENTS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE ALL MECHANICAL, ARCHITECTURAL, LATEST ISSUE OF THE NATIONAL ELECTRICAL CODE AND SHOWN ON PLANS. THE GROUND TERMINALS OF RECEPTACLES SHALL BE APPROXIMATE, AND THEREFORE, IT SHALL BE INCUMBENT UPON THIS CONTRACTOR TO STUDY THE GENERAL CONSTRUCTION WITH C PROVIDE ALL REQUIRED HETHER0VAC POWER H REQUIRED TO ENERGIZE ALL FIRE ALARM RELATED COMPONENTS. THIS CONNECTED TO THE EQUIPMENT GROUND BUS OF THE SOURCE BRANCH CIRCUIT PANELBOARD. ALL GROUNDING CONDUCTORS SHALL RELATION TO SPACES AND EQUIPMENT SURROUNDING EACH OUTLET. ALL OUTLET SWITCH AND JUNCTION BOXES SHALL BE MADE AND/OR STRUCTURAL DOCUMENTS, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT MAY IN ANY WAY WHATSOEVER REQUIREMENT APPLIES WHETHER OR NOT SUCH POWER WORK IS SHOWN ON THE DRAWINGS. BRANCH CIRCUITS SERVING FIRE AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL BE PROTECTED FROM MECHANICAL INJURY. ALL CONNECTIONS TO EQUIPMENT OR CONDUIT SHALL BE MAKE WITH AN APPROVED OF CODE GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND NOTED ON ALARM RELATED EQUIPMENT SHALL BE DEDICATED TO FIRE ALARM RELATED EQUIPMENT ONLY. DUCT SMOKE DETECTORS AND TEST .�Py@. OPENINGS REQUIRED FOR THE INSTALLATION OF WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN CONDUCTOR AND SAME SHALL BE BOLTED OR CLAMPED TO EQUIPMENT AND CONDUIT. ALL CONTACT SURFACES SHALL BE DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X 1-1/2" DEEP. ALL BOXES SHALL BE SWITCHES SHALL BE TIED INTO MALL FIRE ALARM SYSTEM THROUGH LANDLORD PROVIDED JUNCTION BOX. �� SETTING OUT WORK. WHERE DETAILED METHOD OF INSTALLATION IS NOT INDICATED OR WHERE VARIATIONS EXIST BETWEEN THOROUGHLY CLEANED AND BRIGHT BEFORE CONNECTIONS TO INSURE A GOOD METAL CONTACT. EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL SURFACE. In DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNER'S REPRESENTATIVE ON JOB SITE SHALL BE FOLLOWED. 20. ELECTRICAL DISTRIBUTION EQUIPMENT s " ALL NEW BRANCH CIRCUITING INSTALLED UNDER THIS CONTRACT SHALL BE PROVIDED WITH REDUNDANT INSULATED PARITY SIZED WHERE OUTLET BOXES OCCUR IN BLOCK, CINDER, OR CONCRETE BLOCK, FACING TILE OR OTHER MATERIAL WHERE SUCH MATERIALS s THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION GREEN GROUND WIRE BY THIS CONTRACTOR, INSTALLED IN STRICT ACCORDANCE WITH NEC ARTICLE 517. THIS CONTRACTOR SHALL FORM THE FINISHED WALL SURFACE, THE OPENING FOR THE BOX SHALL BE CUT NEATLY AND OF THE SIZE THAT THE COVER PLATE DISCONNECTS & FUSES: ¢ `� OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER SPECIFIED. ALL WORK, MATERIALS, AND EQUIPMENT FIELD TEST ALL EXPOSED CONDUCTIVE SURFACES IN ALL NEW "PATIENT VICINITY"AREAS, AND PROVIDE ALL NECESSARY CORRECTIVE WILL COVER ALL PARTS OF THE OPENING. CONDULETS SHALL BE USED ON EXPOSED RACEWAYS. IN GENERAL, JUNCTION BOXES - g -z, SHALL HAVE A ONE YEAR WARRANTY AFTER ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTIVE ITEMS SHALL BE REMOVED WORK (IF ANY) TO COMPLY WITH GROUNDING REQUIREMENTS OF NEC ARTICLE 517. PROVIDE DOCUMENTATION OF ALL TESTING SHALL BE FURNISHED AND REQUIRED BY THE NATIONAL ELECTRIC CODE, OF THE PROPER SIZES, AND SHALL BE CONSTRUCTED OF SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE EQUIPMENT OF ONE OF THE FOLLOWING (FOR EACH TYPE AND RATING): - AND REPLACED AT THE ELECTRICAL SUB-CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. RESULTS TO ENGINEER AND STATE ELECTRICAL INSPECTOR. #12 GAUGE STEEL WITH REMOVABLE FRONT FASTENED ON WITH COUNTER SUNK HEAD SCREWS OR OTHER APPROVED MEANS. FOR SPECIAL APPLICATION, JUNCTION BOXES SHALL BE NOTED, DETAILED AND/OR SIZED ON THE DRAWINGS OR IN THE FIELD AS ALLEN-BRADLEY CO. �"---.- PERFORM WORK UNDER THIS CONTRACT IN CLOSE HARMONY WITH OTHER CONTRACTORS SO COMPLETED WORK SHALL PRESENT A 9. CONDUIT AND FITTINGS REQUIRED. GENERAL ELECTRIC CO. NEAT AND WORKMANLIKE INSTALLATION. EXPOSED FINISHED MATERIALS AND EQUIPMENT SHALL BE CAREFULLY CLEANED AND WIPED SIEMANS/ITE TO REMOVE GREASE, SMUDGES, DUST AND OTHER SPOTS AND LEFT SMOOTH AND CLEAN. DURING THE PROGRESS OF THE WORK, ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM EACH OTHER (I.E. 24V 13. HEIGHT OF BOXES SQUARE D CO. THE ELECTRICAL SUB-CONTRACTOR SHALL CAREFULLY CLEAN UP AFTER HIS MEN AND SHALL LEAVE THE PREMISES AND ALL SEPARATE FROM 120/208V). WESTINGHOUSE/CUTLER-HAMMER o PORTIONS OF THE BUILDING IN WHICH HE IS WORKING FREE OF DEBRIS AND IN A CLEAN AND SAFE CONDITION. PRIOR TO ROUGH-IN, VERIFY ALL BOX/DEVICE MOUNTING HEIGHTS AND LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE R ONLY VOICE AND DATA CABLES MAY SHARE RACEWAYS. RELATIVE TO EQUIPMENT BEING SERVED AND RELATIVE TO EXISTING CONDITIONS WHERE APPLICABLE. IN GENERAL, WHERE NOT DISCONNECT SWITCHES SHALL BE EQUAL TO SQUARE D TYPE HD. ALL SAFETY SWITCHES/DISCONNECTS SHALL BE HEAVY DUTY, TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH EQUIPMENT LOCATED AT COUNTER AREAS, THE HEIGHT OF BOXES FROM FINISHED FLOOR TO CENTER OF BOXES SHALL BE AS FOLLOWS, SAFETY TYPE, QUICK MAKE AND QUICK BREAK AND EXTERNALLY OPERATED. UNLESS NOTED OTHERWISE ON DRAWINGS OR DIRECTED MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR EQUIPMENT CONNECTORS. WHERE MANUFACTURER'S TORQUING ALL WIRING RUN IN FINISHED SPACES SHALL BE RUN IN WIREMOLD SURFACE STEEL RACEWAY. UNLESS OTHERWISE NOTED ON PLANS: OTHERWISE IN FIELD, ALL DISCONNECT SWITCHES SHALL BE FUSED. UNLESS NOTED OTHERWISE ON DRAWINGS OR DIRECTED 9 REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUES SPECIFIED IN OTHERWISE IN FIELD, BRACE ALL DISCONNECT SWITCHES FOR 200,000 A.I.C. PROVIDE HEAVY-DUTY SWITCHES, WITH FUSES OF APPLICABLE UL AND NEC STANDARDS. ALL CONDUIT INSTALLED INDOORS SHALL BE GALVANIZED STEEL EMT (3/4" MINIMUM); ALL FITTINGS FOR SAME SHALL BE SET SWITCHES 4'0" CLASSES AND CURRENT RATINGS INDICATED AND UL LISTED FOR USE AS SERVICE EQUIPMENT UNDER UL STANDARD 98 OR 869. J SCREW TYPE STEEL, WITH INSULATED THROATS. ALL WIRING OF ALL SYSTEMS SHALL BE INSTALLED IN CONDUIT UNLESS RECEPTACLES 1'6" SEE SECTION "FUSES" FOR SPECIFICATIONS. WHERE CURRENT LIMITING FUSES ARE INDICATED, PROVIDE SWITCHES WITH WHENEVER THE WORDS "CONTRACTOR", 'THIS CONTRACTOR", ETC. APPEAR ON DRAWINGS OR IN THESE SPECIFICATIONS FOR THE SPECIFICALLY INDICATED OTHERWISE HEREIN OR ON DRAWINGS. TELEPHONE OUTLETS (DESK PHONE) 1W, NON-INTERCHANGEABLE FEATURE SUITABLE ONLY FOR CURRENT LIMITING TYPE FUSES. INSTALL DISCONNECT SWITCHES WITHIN ELECTRICAL WORK, IT SHALL REFER TO THE ELECTRICAL SUB-CONTRACTOR. WHENEVER THE WORD "PROVIDE"APPEARS IN THESE TELEPHONE OUTLETS (WALL PHONE) 4'0" SIGHT OF CONTROLLER POSITION UNLESS OTHERWISE INDICATED. DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN "FURNISH & INSTALL". CONDUIT RUNS EXCEEDING 100 FEET IN LENGTH OR HAVING IN EXCESS OF THREE 90 DEGREE TURNS SHALL BE PROVIDED WITH DATA CABLE OUTLETS 1'6" PULL BOXES. CONDUIT FILL SHALL NOT EXCEED 30 PERCENT. ALL CONDUIT SYSTEMS (INCLUDING J.B.'S, P.B.'S, ETC.) SHALL BE FIRE ALARM MANUAL PULL STATIONS 4'0" FUSES: �) OUTLET MOUNTING HEIGHTS AS INDICATED ON THE PLANS ARE APPROXIMATE TO BE USED FOR BIDDING PURPOSES ONLY. THE PERMANENTLY IDENTIFIED. NEW BRANCH CIRCUIT HOME-RUN CONDUITS SHALL BE NO LARGER THAN 1-1/4" DIAMETER. CONDUIT FIRE ALARM A/V ALARMS 6'8" (VERIFY) EXACT MOUNTING HEIGHT OF OUTLETS SHALL BE DETERMINED IN THE FIELD WITH RELATION TO ARCHITECTURAL DETAILS AND FILL SHALL NOT EXCEED NEC REQUIREMENTS. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE FUSES OF ONE OF THE FOLLOWING. ALL FUSES SHALL BE OF THE SAME EQUIPMENT BEING SERVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE OUTLET LOCATION WITH 14. WIRE AND CABLE MANUFACTURER: BUSSMAN, LITTELFUSE, SHAWMUT (A4BQ SERIES). EQUIPMENT. THE OWNER'S REPRESENTATIVE SHALL BE PERMITTED TO RELOCATE ANY OUTLET PRIOR TO INSTALLATION WITHIN A 15 CONDUIT SHALL BE CLEANED INSIDE BEFORE ANY WIRES ARE PULLED. CONDUIT ENDS SHALL BE CAPPED AND PLUGGED WITH FOOT LIMIT AT NO ADDITIONAL CHARGE IN CONTRACT PRICE. ALL FASTENERS, HANGERS AND METHODS OF HANGING EXPOSED WORK STANDARD ACCESSORIES AS SOON AS CONDUIT HAS BEEN PERMANENTLY INSTALLED. CONDUIT INSTALLED WITHOUT CONDUCTORS EXCEPT AS OTHERWISE INDICATED, PROVIDE FUSES OF TYPES, SIZES, RATINGS, AND AVERAGE TIME-CURRENT AND PEAK SHALL BE PROVIDED WITH SWEEP BENDS AND BALING WIRE FOR PULLING. FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS OR SPECIFIED HEREINAFTER. LL IN FINISHED AREAS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE INSTALLATION. IF DURING ALL WIRE SHALL BE COPPER. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN #12 AWG SHALL BE INSTALLED UNLESS LET-THROUGH CURRENT CHARACTERISTICS INDICATED, WHICH COMPLY WITH MANUFACTURER'S STANDARD DESIGN, MATERIALS, AND CONSTRUCTION S BECOMES APPARENT THAT CERTAIN MINOR CHANGES IN LAYOUT WILL EFFECT A NEATER JOB OR BETTER CONSTRUCTED IN ACCORDANCE WITH PUBLISHED PRODUCT INFORMATION, AND WITH INDUSTRY STANDARDS AND CONFIGURATIONS. ALL JOINTS SHALL BE MADE TIGHT WITH WATERTIGHT COUPLINGS MATCHING CONDUIT AND ALL CORNERS SHALL O MAKE WITH LONG SPECIFICALLY DESIGNATED. USE OF#14 COLOR CODED WIRE WILL BE ALLOWED FOR CONTROL CIRCUITS ONLY. ALL WIRING SHALL ARRANGEMENT, SUCH ALTERATIONS SHALL BE MADE AS PART OF THE CONTRACT. ENGINEER'S APPROVAL SHALL BE OBTAINED FUSES 1 AMPERE THROUGH 600 AMPERES SHALL BE REJECTION TYPE. FUSES 601 AMPERES THROUGH 6000 AMPERES SHALL BE RADIUS. THE ENDS OF ALL CONDUITS SHALL BE CUT SQUARE AND REAMED AND ALL JOINTS BROUGHT IN A SHOULDER. CONDUIT BE IN CONDUIT UNLESS SPECIFICALLY INDICATED OTHERWISE HEREIN. ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED BEFORE MAKING SUCH CHANGES. WORKMANSHIP THROUGHOUT SHALL CONFORM TO THE STANDARDS OF BEST PRACTICE. MARKS, CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERWISE. HI-CAP, BOLT TYPE. DENTS OR FINISH SCRATCHES WILL NOT BE PERMITTED ON ANY EXPOSED MATERIALS, FIXTURES OR FITTINGS. INSIDE OF PANELS & SHALL BE CONTINUOUS BETWEEN OUTLETS TO MAKE A COMPLETE INSTALLATION AND TO EFFECT A CONTINUOUS GROUND. SUITABLE EQUIPMENT BOXES SHALL BE LEFT CLEAN. SUPPORTS AND FASTENING SHALL BE PROVIDED FOR CONDUIT. PROVIDE FACTORY FUSE IDENTIFICATION LABELS, INSTALLED ON THE INSIDE OF THE DOOR OF EACH SWITCH INDICATING TYPE AND N PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS SIZE 500 MCM (KCMIL) AND LARGER, AND NO. 8 AWG AND SMALLER. FOR SIZE OF FUSES INSTALLED. FOR TYPES AND RATINGS REQUIRED, FURNISH ADDITIONAL FUSES, AMOUNTING TO 10 PERCENT OF W � O CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE SUSPENDED FROM RODS. ALL OTHER SIZES PROVIDE THW OR THHN/THWN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. PROVIDE FUSES SUPPLIED, BUT NOT LESS THAN ONE SET OF 3 OF EACH KIND. THE SYSTEM SHALL RING ENTIRELY FREE FROM GROUND WHEN TESTED OUT IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE COLOR CODED INSULATION/JACKET FOR PHASE IDENTIFICATION. ALL WIRES SHALL BE RATED AT 600 VOLTS. Z THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTRUCTION OF EACH SYSTEM TO THE SATISFACTION OF THE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT - F OWNERS REPRESENTATIVE. UPON COMPLETION OF THE JOB, THIS CONTRACTOR SHALL FURNISH THE OWNER WITH A COMPLETE SET EACH FUSE SHALL BE CLEARLY FACTORY MARKED WITH CLASSIFICATION, CHARACTERISTICS, AMPERE RATINGS, VOLTAGE RATINGS, OF OPERATING INSTRUCTIONS ON ALL ELECTRICAL SYSTEMS INSTALLED. SHALL BE SUPPORTED INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM PROVIDE TYPE XHHW-2 INSULATION FOR ALL WIRING SUBJECT TO MOISTURE, FOR ALL WIRING BELOW GRADE AND FOR ALL WIRING ETC. FUSES SHALL NOT BE SHIPPED INSTALLED IN SWITCHES NOR SHALL THEY BE INSTALLED IN THE EQUIPMENT UNTIL THE Z STRUCTURAL COMPONENTS. FED FROM ISOLATED POWER SYSTEMS. EQUIPMENT UNTIL THE EQUIPMENT IS READY TO BE ENERGIZED. ALL FUSES SHALL BE OF THE SAME MANUFACTURER. w THE ELECTRICAL CONTRACTOR SHALL CONSULT THE PLANS OF ALL OTHER TRADES IN ALL INSTANCES BEFORE INSTALLING HIS WORK PROVIDE SLEEVES FOR ALL FIRE WALL AND SMOKE PARTITION PENETRATIONS (SEALED ACCORDINGLY). ALL RACEWAYS SHALL BE KEEP CONDUCTOR SPLICES TO MINIMUM. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE IS BEING INSTALLED IN SO THAT HIS PIPING WILL NOT INTERFERE WITH THOSE BRANCHES. IN THE EVENT OF A CONFLICT, THIS CONTRACTOR SHALL PRIOR TO INSTALLING FUSES FOR PROTECTION OF SPECIFIC EQUIPMENT, MOTORS, ETC., VERIFY RECOMMENDED FUSE SIZE/TYPE IN ENTIRELY FREE OF PLASTER, MORTAR, WATER AND OTHER FOREIGN MATTER. RACEWAYS INSTALLED UNDER THIS CONTRACT WITHOUT SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY. INSTALL SPLICE AND TAP CONNECTORS FIELD FROM RESPECTIVE E UIPMENT MANUFACTURER. IF A CONFLICT IN FUSE SIZE TYPE RESULTS BETWEEN MANUFACTURER'S REPORT TO THE OWNER'S REPRESENTATIVE AT ONCE AND DO NO FURTHER WORK TO BE INSTALLED UNTIL A SATISFACTORY Q / CONDUCTORS SHALL HAVE BALING WIRE LEFT IN RACEWAYS FROM OUTLET TO OUTLET FOR FUTURE PULLING OF CONDUCTORS. WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE RECOMMENDATIONS AND ABOVE SPECIFICATIONS CONTACT ENGINEER. PROVIDE ALL REQUIRED FUSES UNDER BASE BID. INSTALL ARRANGEMENT IS DECIDED UPON. ANY WORK DONE, OR EQUIPMENT PLACED IN POSITION BY THIS CONTRACTOR, CREATING A RACEWAYS OPEN ENDS SHALL BE PLUGGED OR CAPPED IN AN APPROVED MANNER. SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. INCREASE WIRE SIZES PER NEC TO OFFSET CONFLICT IN VIOLATION HEREOF, SHALL BE READJUSTED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE EXPENSE VOLTAGE DROP AS/IF REQUIRED. FUSES IN FUSED SWITCHES. OF THE CONTRACTOR. THE DECISION OF THE OWNER'S REPRESENTATIVE SHALL BE FINAL IN REGARD TO CHANGES DUE TO WHERE "FISHING"THROUGH EXISTING HOLLOW PARTITIONS IS MANDATORY, USE MINIMUM 3/4" "GREENFIELD" (STEEL) FOR LOW CONFLICTING CONDITIONS. VOLTAGE CABLING AND METAL-CLAD/ARMORED CABLE (LISTED FOR USE IN HEALTH CARE FACILITIES) FOR POWER. OTHERWISE TYPE 15. WIRING DEVICES LIGHTING CONTACTORS MC/AC CABLE MAY ONLY BE USED FOR 6' FIXTURE WHIPS, UNLESS CASE-BY-CASE PERMISSION IS GRANTED BY ENGINEER AND ALL CONTACTORS SHALL BE EQUIPPED WITH EXTERNAL GREEN PILOT LIGHTS IN COVER AND EXTERNAL H.O.A. SELECTOR SWITCHES TEMPORARY ELECTRIC SERVICE OWNER. DEVICE COLORS: IN COVER. LIGHTING CONTACTORS SHALL BE WIRED SO THAT THE "AUTO" POSITION IS THE NORMAL ACTIVATED CONDITION (I.E. PHOTOCELL CONTROLLED, PHOTOCELL/TIME-CLOCK CONTROLLED, REMOTE SWITCH CONTROLLED, BAS CONTROLLED, ETC.); THE UNLESS DIRECTED OTHERWISE, THE GENERAL CONTRACTOR WILL PAY FOR ALL CURRENT FOR ALL TRADES DURING CONSTRUCTION. 10. METHOD OF WIRING - POWER UNLESS INDICATED OTHERWISE WITHIN CONTRACT DOCUMENTS OR DIRECTED OTHERWISE IN FIELD, ALL NORMAL DEVICES ON WHITE "OFF" POSITION SHALL BE A MANUAL OVERRIDE TO TURN LIGHTING OFF; THE "HAND" POSITION SHALL BE A MANUAL OVERRIDE TO WALLS SHALL BE WHITE IN COLOR. TURN LIGHTING ON. ALL CONTACTORS SHALL BE EQUIPPED WITH FIELD CONVERTIBLE N.O./N.C. CONTACTS AND DESCRIPTIVE THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL POWER LINES (INCLUDING CIRCUIT PROTECTION, PHYSICAL NEATLY DRESS ALL WORK. INSTALL ALL WORK PARALLEL AND PERPENDICULAR TO SURFACES OR EXPOSED STRUCTURAL MEMBERS, NAMEPLATES. PROTECTION, GROUNDING, ETC.) TO THE TEMPORARY OFFICES OF ALL TRADES REQUIRING SAME, EXTENDING FROM THE TEMPORARY AND FOLLOW SURFACE CONTOURS, WHERE POSSIBLE. KEEP CONDUCTOR SPLICES TO MINIMUM. INSTALL SPLICE AND TAP SPECIFICATION GRADE RECEPTACLES: ELECTRICAL SERVICE. WHERE APPLICABLE, PROVIDE TEMPORARY SECURITY SITE LIGHTING AS REQUIRED AND/OR AS DIRECTED IN CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING LIGHTING CONTACTORS SHALL BE EQUAL TO SQUARE D CLASS 8903 (OR ALLEN-BRADLEY BILL. 50OL-BA-94 SERIES) FOR FIELD. SPLICED. USE SPLICE AND TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. ALL WIRES SHALL BE RUN DUPLEX RECEPTACLES SHALL BE EQUAL TO LEVITON #5362 SERIES (NEMA 5-20R). TUNGSTEN & BALLAST LIGHTING AND RESISTANCE HEATING LOADS. LIGHTING CONTACTORS SHALL BE ELECTRICALLY HELD IN MAK A N ARY ARRAN M NT WITH A TI ITT MPANI F R T MP RARY TRI A RVI AN PAY A CONTINUOUS FROM OUTLET TO OUTLET/FIXTURE TO FIXTURE. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. FACTORY NEMA 1 ENCLOSURE, WITH 120V COIL AND CHARACTERISTICS AS INDICATED ON DRAWINGS OR AS REQUIRED. "DRY" E LL ECESS GE E S LOC L U L CO ES O E 0 ELEC C L SE CE D LL PROVIDE ADEQUATE LENGTH OF CONDUCTORS WITHIN ELECTRICAL ENCLOSURES AND TRAIN THE CONDUCTORS TO TERMINAL POINTS GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLES SHALL BE EQUAL TO LEVITON #8899 SERIES (NEMA 5-20R). CONTACTS SHALL BE RATED AT 30A, 250V OR 600V AS REQUIRED. PROVIDE NUMBER OF POLES (MINIMUM OF FOUR POLES) AND ASSOCIATED FEES FOR INSPECTIONS, CONNECTIONS, INITIATION, ETC. WITH NO EXCESS. BUNDLE MULTIPLE CONDUCTORS, WITH CONDUCTORS LARGER THAN NO 10 AWG CABLED IN INDIVIDUAL CIRCUITS. NUMBER OF CONTACTORS AS REQUIRED FOR EACH APPLICATION. VERIFY ALL COIL VOLTAGE RATINGS IN FIELD. POWER MAY BE DERIVED FROM THE EXISTING BUILDING ELECTRICAL SYSTEMS. COORDINATE CAREFULLY IN ADVANCE WITH THE MAKE TERMINATIONS SO THERE IS NO BARE CONDUCTOR AT THE TERMINAL. DUPLEX ISOLATED GROUND RECEPTACLES SHALL BE EQUAL TO LEVITON #5362-IG. OWNER AND DO NOT PERMIT ANY ELECTRIC WELDERS TO BE USED FROM ANY BUILDING SERVICE. BRANCH SUBFEEDER CIRCUITS SHALL BE INSTALLED AS SHOWN ON THE FLOOR PLANS. WHERE OUTLETS ARE INDICATED BY LETTERS SWITCHES: TIMECLOCKS ON PLANS, THEY SHALL BE CONTROLLED BY CORRESPONDING SWITCHES. NO WIRE SIZE SMALLER THAN NO. 12 SHALL BE USED MULTI-PURPOSE TIME CLOCK SHALL BE INTERMATIC #ET90415CR. TIME CLOCK SHALL BE PROGRAMMABLE 365 DAY, 24 HOUR WITH ELECTRICAL CONTRACTOR SHALL FURNISH ALL TEMPORARY LIGHT (INCLUDING LAMPS) AND POWER COMPLETE WITH ALL WIRING AND FOR ANY BRANCH CIRCUIT UNLESS OTHERWISE NOTED ON PLANS FOR CONTROL CIRCUITS. LARGER SIZES SHALL BE USED WHERE OCCUPANCY SENSOR LIGHTING SWITCHES SHALL BE MANUFACTURED BY WATT STOPPER. OVERRIDE CONTROLS. UNIT SHALL BE 4 CHANNEL. PROVIDE ALL REQUIRED EXTERNAL CONTACTORS, RELAYS, ETC. TO RENDER THE SIMILAR EQUIPMENT AS REQUIRED, FOR ALL WORK ON THE SITE AND WITHIN THE AFFECTED BUILDINGS DURING THE CONSTRUCTION REQUIRED AND/OR INDICATED ON THE PLANS. DISTANCES FROM PANEL TO FIRST OUTLET OF A 15 OR 20 AMPERE BRANCH CIRCUIT CONTROL SYSTEMS FULLY OPERATIONAL. VERIFY ZONE CONTROL REQUIREMENTS IN FIELD PRIOR TO ROUGH-IN. PROVIDE BATTERY PERIOD. FEEDERS SHALL BE PROPERLY FUSED AND GROUND FAULT PROTECTED PER N.E.C. AND PER ALL AUTHORITIES HAVING SHALL REQUIRE THE FOLLOWING MINIMUM WIRE SIZE TO THE FIRST OUTLET. WALL PLATES: BACKUP EXTENDED POWER CARRYOVER. CUSTOM PROGRAMMING SHALL BE CONFIGURED AS SPECIFIED AND DETAILED ON PLANS. JURISDICTION. FEEDERS AND LAMPS SHALL BE PHYSICALLY PROTECTED ALONG THEIR ENTIRE LENGTH. TEMPORARY BRANCH CIRCUIT WIRING SHALL BE INSTALLED PER NEC IN EACH AREA WITH OUTLETS ON MINIMUM TEN FOOT CENTERS TO ACCOMMODATE LAMPS UP TO 100 FEET: #12 PROVIDE WALL PLATES WITH ENGRAVED LEGENDS WHERE INDICATED ON DRAWINGS AND/OR WHERE REQUIRED PER ELECTRICAL PANELBOARDS: AND WITH RECEPTACLES ON NOMINAL FIFTY FOOT CENTERS TO ACCOMMODATE EXTENSION CORDS PROVIDED BY THE CONTRACTOR IN 100 TO 200 FEET: #10 IDENTIFICATION SECTION. ALL DEVICE WALLPLATES SHALL BE STANDARD SIZE; "MIDWAY", "OVERSIZED" ("JUMBO") OR "EXTRA DEEP" NEED OF THEM. MORE THAN 200 FEET: #8 WALLPLATES SHALL NOT BE ACCEPTABLE. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PANELBOARD PRODUCTS OF ONE OF THE FOLLOWING (FOR EACH TYPE COLORED TO MATCH FINISH OF PLATES. WALLPLATES ON WHITE WALLS SHALL BE COMMERCIAL SPECIFICATION GRADE, WHITE, WITH THE ELECTRICAL CONTRACTOR SHALL FURNISH AND MAINTAIN ALL LAMPS REQUIRED FOR THE DURATION OF THE JOB. SUFFICIENT BEVELED EDGES, EQUAL TO LEVITON TYPE 430 SERIES. WALLPLATESON RED WALL SHALL BE BLACK. AND RATING OF PANELBOARD AND ENCLOSURE): SQUARE D COMPANY, GENERAL ELECTRIC COMPANY, SIEMENS/ITE, SOCKETS AND CIRCUIT CAPACITY SHALL BE PROVIDED FOR ALL CONSTRUCTION AREAS. A MINIMUM OF 10 FOOT CANDLES OF ALL BRANCH CIRCUITS MORE THAN 200 FEET IN LENGTH SHALL BE MINIMUM LL 10 TO THE LAST OUTLET. CONTROL CIRCUITS WESTINGHOUSE/CUTLER-HAMMER. ILLUMINATION SHALL BE MAINTAINED IN ALL SPACES OR AS REQUIRED BY OSHA. SHALL IM N0. 14 EXCEPT FOR RUNS EXCEEDING AL FEET WHERE THEY SHALL BE N0. F OUTLETS SHALL BE LOCATED 16. SUPPORTS. INSERTS. CUTTING AND PATCHING APPROXIMATELY AS SHOWN ON THE PLANS AND SHALL BE WIRED TO PROVIDE CONTROL OF OUTLETS INDICATED. ALL WIRES OF ANY PANELBOARDS SHALL BEAR UL LABELS FOR THEIR SPECIFIC APPLICATIONS. PANELBOARDS SHALL BE SUITABLE FOR SERVICE PROVIDE ALL NECESSARY SPECIALTY TEMPORARY POWER AND/OR SUPPLEMENTARY LIGHT FOR ALL TRADES REQUIRING SAME. AT THE ONE CIRCUIT SHALL BE RUN IN THE SAME CONDUIT. THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR THE ADMISSION OF HIS WORK. ANY DAMAGE DONE BY VOLTAGE WITH NUMBER OF BRANCH CIRCUITS OF CAPACITY SCHEDULED. UNLESS OTHERWISE INDICATED, PANELBOARDS AND CONCLUSION OF THE PROJECT, ALL TEMPORARY ELECTRIC SERVICE MATERIALS SHALL BE REMOVED BY THE ELECTRICAL CONTRACTOR ALL WIRES SHALL BE RUN CONTINUOUS FROM OUTLET TO OUTLET. INSULATION VALUE OF JOINTS TO BE 100% IN EXCESS OF WIRE. THIS CONTRACTOR TO THE BUILDING DURING THE PROGRESS OF HIS WORK SHALL BE MADE GOOD AT HIS OWN EXPENSE. ALL SECTIONS THEREOF, IF ANY, SHALL HAVE MAIN LUGS ONLY OF CAPACITY EQUAL TO, OR GREATER THAN, THE RATING OR SETTING AND BECOME THE PROPERTY OF SAME. MECHANICAL WIRE SPLICERS SHALL BE SCOTCHLOCK INSULATED TYPE, T&B STAKON OR APPROVED EQUAL. THE CONDUCTORS PATCHING SHALL BE DONE BY A SKILLED CRAFTSMAN IN THAT RESPECTIVE TRADE. IT SHALL BE THE RESPONSIBILITY OF THIS OF THE OVER THE CURRENT PROTECTIVE DEVICE NEXT BACK ON THE LINE. ALL CIRCUIT BREAKER PANELBOARD BUS ASSEMBLIES TERMINATING AT EACH WIRED OUTLET SHALL BE LEFT NOT LESS THAN 8" LONG AT THEIR OUTLET FITTINGS TO FACILITATE CONTRACTOR TO SUPERVISE THE INSTALLATION OF, AND PAY FOR ALL ADDITIONAL MEMBERS, WOOD OR METAL AND LABOR WHICH SHALL BE OF THE DISTRIBUTED (SEQUENCE) BUSSING TYPE THROUGHOUT, SO THAT ANY 2 ADJACENT SINGLE POLE BREAKERS 2. SHOP DRAWINGS INSTALLMENT OF DEVICES OF FIXTURES. FRICTION AND RUBBER TAPE CONFORM TO FEDERAL SPECIFICATIONS HH-T-11 AND MAY BE REQUIRED TO SUPPORT ANY TYPE OF PERMANENT OR TEMPORARY ELECTRICAL APPARATUS EMPLOYED IN THE EXECUTION AND/OR SPACES SHALL BE REPLACEABLE BY A 2 POLE INTERNAL COMMON TRIP BREAKER, AND ANY 3 ADJACENT SINGLE POLE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL ITEMS OF MATERIAL AND EQUIPMENT FOR APPROVAL BY THE ENGINEER. HH-T-111. PLASTIC ELECTRICAL TAPE SHALL BE SCOTCH #33+ OR APPROVED EQUAL. OF THIS CONTRACTOR'S WORK. BREAKERS AND/OR SPACES SHALL BE REPLACEABLE BY A 3 POLE INTERNAL COMMON TRIP BREAKER, 15 AMP THROUGH 7C AMP THE CONTRACTOR IS NOT AUTHORIZED TO PURCHASE ANY MATERIAL UNTIL SUCH APPROVAL IS OBTAINED. A MINIMUM OF SIX INCLUSIVE, WITHOUT DISTURBING ANY OTHER BREAKER. ALL PANELBOARDS SHALL BE UL LISTED AND LABELED FOR USE AS SEPARATE SETS OF DRAWINGS IS REQUIRED AND WILL BE DISTRIBUTED AS FOLLOWS: 1 COPY FOR ENGINEER'S FILE; 1 COPY FOR TYPE MC CABLE SHALL BE FORMED FROM CONTINUOUS LENGTH OF SPIRALLY WOUND, INTERLOCKED ZINC-COATED OR GALVANIZED SEAL ALL NEW FLOOR, CEILING, WALL, SLAB, ETC. PENETRATIONS TO MATCH OR EXCEED EXISTING/NEW ASSEMBLY FIRE RATINGS. SERVICE ENTRANCE EQUIPMENT WHERE BEING USED AS SUCH. ARCHITECT'S FILE; 2 COPIES FOR THE OWNER'S FILE: 2 COPIES FOR THE CONTRACTOR. SHOP DRAWINGS SHALL BE NEATLY BOUND (INSIDE & OUTSIDE) STRIP STEEL. ALL CONDUCTORS SHALL BE RATED FOR 90 DEG. C. MINIMUM. PROVIDE WITH FULL PARITY SIZED PROVIDE SLEEVE SEALS FOR ALL SLEEVES; PROVIDE SLEEVES FOR ALL PENETRATIONS. VERIFY REQUIREMENTS IN FIELD. ALL PENETRATIONS OF FIRE-RATED OR SMOKE-RATED WALLS, FLOORS, CEILINGS, ETC. SHALL BE SEALED IMMEDIATELY AFTER RACEWAYS GREEN INSULATED EQUIPMENT GROUND CONDUCTOR. PROVIDE COMPATIBLE STEEL FITTINGS WITH INTEGRAL RED PLASTIC INSULATED DISTRIBUTION PANELS SHALL BE SQUARE D -LINE. IN A FLAT RING BINDER HAVING JOB NAME AND CONTRACTOR'S NAME ON COVER.A SINGLE SUBMISSION IS PREFERRED HAVING ALL ARE INSTALLED. ALL NEW ELECTRICALLY RELATED WORK SHALL BE SUPPORTED DIRECTLY FROM BUILDING STRUCTURAL MEMBERS. THROAT BUSHINGS, COMPLIANT WITH NEC 350-5. CABLES SHALL BE 90 DEG. C. RATED WITH ALL COMPONENTS AND FITTINGS ITEMS INCLUDED. LOOSE SHEET OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL ITEMS LL MATERIAL TO BE SUPPLIED LISTED FOR GROUNDING AND COMPLIANT WITH THE FOLLOWING. NEW ELECTRICALLY RELATED WORK SHALL NOT BE SUPPORTED FROM DUCTWORK, DUCTWORK HANGERS, CEILING SUPPORTS, WHICH DO NOT REQUIRE SHOP DRAWING SUBMISSION SUCH AS CONDUIT, WIRE, BOXES, ETC., SHALL BE LISTED AS SEPARATE EXISTING CONDUIT SUPPORTS, ETC. ALL CONDUITS (AND CABLE ASSEMBLIES, WHERE APPLICABLE) SHALL BE ROUTED PARALLEL TO 480Y/277 VOLT HIGH VOLTAGE PANELS SHALL BE SQUARE D NF. MATERIAL SHOWING MANUFACTURER'S NAME AND CATALOG NUMBER AND TYPE AND SHALL BE INCLUDED WITH SHOP DRAWINGS A)UL STD.4 AND UL STD. 83. BUILDING STRUCTURAL MEMBERS. ANY AND ALL NONCOMPLYING WORK INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE SUBMITTAL. B)ANSI E119 AND E814. REMOVED AND REINSTALLED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF THE 208Y/120V LIGHTING AND APPLIANCE PANELBOARDS SHALL BE EQUAL TO SQUARE D NQOD WITH BOLT-ON BRANCH BREAKERS. 3. RECORD DRAWINGS AND OPERATING INSTRUCTIONS & SERVICE MANUAL C)NEC ARTICLES 250 AND 333. ELECTRICAL CONTRACTOR. ALL BUSSING SHALL BE COPPER. TYPE MC CABLE MAY BE UTILIZED ONLY IF NEC APPROVED AND IF APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION AND IF 17. LIGHTING FIXTURES TWO SETS O MECHANICAL/ELECTRICAL DRAWINGS SHALL BE PROVIDED AS RECORD DRAWINGS WHICH SHALL C SEPARATE, CLEAN, INCLUDED IN THE LIMITED APPLICATIONS DEFINED BELOW. ALL BRANCH CIRCUIT BREAKERS SHALL BE FULL AMBIENT COMPENSATED THERMAL MAGNETIC MOLDED CASE WITH QUICK-MAKE AND SEPIA DRAWINUCIBLES RESERVED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE CT THE WORK O ACTUALLY INSTALLED. ALL SURFACE MOUNTED BALLASTED FIXTURES SHALL BE MOUNTED WITH AIR SPACES BETWEEN FIXTURE AND SURFACE PER LATEST QUICK-BREAK ACTION AND POSITIVE HANDLE TRIP INDICATION, BOTH ON MANUAL AND ON AUTOMATIC OPERATION. BREAKERS SHALL THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS REPORT SHEETS AND THE ELECTRICAL SUB-CONTRACTOR SHALL MAKE EDITION OF NFPA/NEC. ALL RECESSED FIXTURES SHALL A EQUIPPED WITH NECESSARY PLASTER FRAMES AND SURFACE TRIM. ALL ANY NOTATIONS, NEAT AND LEGIBLE THEREON DAILY AS WORK PROCEEDS. THE DRAWINGS SHALL BE AVAILABLE FOR INSPECTION AT 1)ALL NEW 15 OR 20 AMPERE BRANCH CIRCUIT WORK. THIS SHALL APPLY ONLY UNDER ALL OF THE FOLLOWING BE OF THE OVER-THE-CENTER TOGGLE OPERATING TYPE WITH THE HANDLE GOING TO A POSITION BETWEEN "ON"AND "OFF"TO CIRCUMSTANCES AND CONDITIONS. RECESSED FLUORESCENT FIXTURES SHALL BE EQUIPPED AND SUITABLY CONSTRUCTED TO OPERATE WITH PE RATED BALLASTS. ALL INDICATE AUTOMATIC TRIPPING. ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. AT THE COMPLETION RECESS MOUNTED INCANDESCENT AND H.LD. FIXTURES SHALL HAVE UL APPROVED THERMAL PROTECTION PER LATEST EDITION OF OF THE WORK, THESE RECORD DRAWINGS SHALL BE SIGNED BY THE ELECTRICAL SUB-CONTRACTOR, DATED AND RETURNED TO THE NFPA/NEC. ALL JUNCTION BOXES AND SERVICEABLE COMPONENTS (BALLASTS, THERMAL PROTECTION DEVICES, FUSES, ETC.) FOR OWNER'S REPRESENTATIVE. FINAL PAYMENT OF CONTRACT WILL NOT BE MADE UNTIL RECEIPT AND REVIEW OF SAID DRAWINGS. A)ONLY WHERE CONCEALED (ALL EXPOSED WIRING SHALL BE INSTALLED IN CONDUIT). RECESSED FIXTURES SHALL BE READILY ACCESSIBLE FOR SERVICE OR REPLACEMENT FROM BELOW THE CEILING, WITHOUT REMOVING ALL CIRCUIT BREAKERS SHALL BE FULL SIZE. 'TANDEM" OR "SPLIT" BREAKERS SHALL NOT BE PERMITTED. ALL MULTI-POLE PROVIDE TWO NEATLY BOUND (WITH TABBED SECTIONS) COPIES OF MAINTENANCE AND INSTRUCTION BOOKS, PARTS LIST PERTAINING ANY CEILING COMPONENTS (OTHER THAN TILES). BREAKERS SHALL HAVE INTERNAL COMMON TRIP WITH ALL LOAD SIDE BOX LUGS OF ONE BREAKER IN THE SAME GUTTER. ALL TO ALL EQUIPMENT FURNISHED. SUBMIT TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. FINAL PAYMENT WILL NOT BE MADE B)ROUTE ALL CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL LINES/SURFACES/STRUCTURAL MEMBERS, CIRCUIT BREAKERS SHALL HAVE SEALED CASES TO PREVENT TAMPERING. ALL 15 AND 20 AMPERE BRANCH CIRCUIT BREAKERS KEEPING OFFSETS TO A MINIMUM AND FOLLOWING SURFACE CONTOURS WHERE POSSIBLE. MAINTAIN A UNIFORM ELEVATION FOR SHALL BE UL LISTED AS SWD SWITCHING DUN ALL 15-70 AMPERE BRANCH CIRCUIT BREAKERS SHALL BE HACR TYPE. ALL GFI UNTIL DRAWINGS FOR RECORD, MAINTENANCE AND INSTRUCTION MANUALS ARE DELIVERED TO THE OWNER'S REPRESENTATIVE. ALL CABLE RUNS WHEREVER POSSIBLE. ALL CABLES SHALL BE SUPPORTED/ANCHORED AT MAXIMUM 4 FOOT INTERVALS AND WHERE PLASTER FRAMES ARE INFERRED FOR LIGHTING FIXTURES (EITHER BY NARRATIVE OR BY CATALOG NUMBER OR BY CIRCUIT BREAKERS SHALL BE UL CLASS A WITH)MAXIMUM THRESHOLD OF 5 MA. ALL BRANCH CIRCUIT BREAKERS SERVING ALL WITHIN 12" OF BOX OR OUTLET AND SHALL NOT SAG. INSTALL CABLES IN A MANNER THAT PREVENTS OVERHEATING. CABLES APPLICATION) THE ACTUAL FUNCTION SHALL BE TAKEN TO MEAN FOR MOUNTING WITHIN GYPSUM BOARD OR SIMILAR TYPE CEILING 4. PERMITS AND REGULATIONS SHALL BE FASTENED DIRECTLY TO THE STRUCTURE USING FACTORY CLAMPS/CLIPS SPECIFICALLY DESIGNED FOR THE RESPECTIVE SYSTEM (I.E. NOT WITHIN WET PLASTER CEILING SYSTEM). BALLASTED (FLUORESCENT/HID) LIGHTING LOADS SHALL A HID RATED. PROVIDE NI (+/IG NON-PADLOCK TYPE BREAKER LOCK-ON DEVICES AND INSTALL ON BRANCH BREAKERS AS DIRECTED IN FIELD (NIGHT LIGHTS, COMPUTERS, SECURITY, ETC.). THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE SHALL BE THE MINIMUM REQUIREMENT FOR ALL WORK. ALL ELECTRICAL CABLE (CADDY OR EQUAL). ALL LIGHTING FIXTURES UTILIZED FOR EMERGENCY EGRESS LIGHTING SHALL BE CONNECTED AHEAD OF SWITCHING. ALL BALLASTS OF PROVIDE DETAILED TYPEWRITTEN SCHEDULES FOR ALL PANELBOARDS. CIRCUIT BREAKERS SHALL BE FURNISHED AS SCHEDULED ON MATERIALS USED IN THIS WORK AND ALL WORKMANSHIP AND TESTS PERFORMED THEREIN, UNLESS SPECIFICALLY SPECIFIED SHALL THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND CATALOG NUMBER. ALL LAMPS OF THE SAME TYPE SHALL BE OF THE DRAWINGS OR AS OTHERWISE REQUIRED BASED ON FIELD DETERMINATIONS. CONFORM TO THE LATEST RULES AND REGULATIONS AND SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, LOCAL 11. COMMUNICATION TECHNOLOGY SYSTEMS THE SAME MANUFACTURER AND CATALOG NUMBER. AND STATE CODES AND AUTHORITIES HAVING JURISDICTION AND UTILITY COMPANY. EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR PROVIDE ALL ELECTRICAL DISTRIBUTION RELATED EQUIPMENT WITH APPROPRIATELY BRACED BUSSING AND PROPERLY RATED COMPLIANCE WITH PREVAILING CODES, REGULATIONS AND ORDINANCES AND BASE BID AND WORK ACCORDINGLY. ANY MINOR GENERAL PROVIDE LOW ENERGY SOLID STATE RAPID START ELECTRONIC FLUORESCENT LAMP BALLASTS (LESS THAN OR EQUAL TO 20%THD) BREAKERS, FUSES, ETC. FOR THE AVAILABLE FAULT CURRENTS. DISCREPANCY BETWEEN THESE DRAWINGS/SPECIFICATIONS AND CODES, LAWS, ORDINANCES, RULES AND REGULATIONS SHALL BE SPECIFICALLY DESIGNED FOR OPERATING LAMP TYPES INDICATED. FLUORESCENT BALLASTS SHALL BE MOTOROLA OR ADVANCE EQUAL. CORRECTED BY THIS CONTRACTOR AS REQUIRED WITHOUT ANY ADDITIONAL REIMBURSEMENT. MAJOR DISCREPANCIES SHALL VOICE AND DATA CABLES SHALL BE INSTALLED IN "J-HOOK" STYLE PATHWAY WHERE INDICATED ON DRAWINGS. ALL OTHER IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER (IN WRITING), PRIOR TO INSTALLATION, ALONG WITH THE WIRING/CABLES OF VOICE/DATA SYSTEMS AND ALL OTHER SYSTEMS SHALL BE INSTALLED IN CONDUIT, 1" MINIMUM. VERIFY ROUTE ALL FIXTURES SHOWN ON DRAWINGS WITH MULTI-LEVEL SWITCHING SHALL BE PROVIDED WITH MULTIPLE BALLASTS TO ACCOMMODATE IN EXISTING BUILDINGS WHERE FAULT CURRENT VALUES ARE NOT INDICATED ON DRAWINGS, COORDINATE WITH EXISTING "UPSTREAM" CONTRACTOR'S PROPOSED COST FOR CORRECTION. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS OR CERTIFICATES FOR "J-HOOK" WORK ABOVE CEILING IN FIELD IN ADVANCE WITH OWNER. SAME. ALL OTHER FIXTURES MAY CONTAIN EITHER SINGLE BALLASTS OR MULTIPLE BALLASTS AS REQUIRED TO FULFILL REQUIRED DISTRIBUTION EQUIPMENT PROVIDE EQUIPMENT AIC RATINGS TO MEET OR EXCEED SAME. OF INSPECTION AND APPROVAL REQUIRED FOR THIS BRANCH OF THE WORK. OWNER SHALL BE FURNISHED WITH CERTIFICATES OF FUNCTION AND AS REQUIRED TO COMPLY WITH CONSTRUCTION SCHEDULE. FINAL INSPECTION AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THIS BRANCH OF THE WORK. PROVIDE OUTLET BOXES AND CONDUIT STUBS FOR SYSTEMS AS INDICATED ON DRAWINGS. CONDUIT STUBS SHALL BE TURNED OUT FILL OUT PANELBOARD'S CIRCUIT DIRECTORY CARD UPON COMPLETION OF INSTALLATION WORK. DIRECTORIES SHALL BE NEATLY IN JOIST SPACE AND, WHERE LOCATED IN AREAS WITH DRYWALL CEILINGS, SHALL BE EXTENDED TO THE NEAREST AREA WITH NO INCANDESCENT LAMPS SHALL BE SYLVANIA OR PHILIPS, LONG LIFE TYPE (3000 HOURS). ALL INCANDESCENT LAMPS SHALL BE TYPEWRITTEN. ALL PANELBOARD DIRECTORIES SHALL INCLUDE THE ACTUAL ROOM NAMES/NUMBERS THAT ARE SELECTED FOR 5. DRAWINGS AND SPECIFICATIONS CEILING OR WITH ACOUSTICAL TILE CEILING. PROVIDE CONDUIT, BRIDLE RINGS AND RACEWAYS AS REQUIRED. ALL CONDUITS SHALL INSIDE FROSTED UNLESS SPECIFICALLY DIRECTED OTHERWISE. PROVIDE SOCKET ADAPTERS/EXTENDERS IF REQUIRED FOR INTERIOR SIGNAGE/DESIGNATION. BE PROVIDED WITH SWEEP "L" 90'S AND INSULATED THROAT FITTINGS (OR BUSHINGS). ACCOMMODATING THE SPECIFIED LAMP. THE SPECIFICATIONS AND ACCOMPANYING DRAWINGS ARE INTENDED TO DESCRIBE THE SCOPE OF ALL ELECTRIC/MECHANICAL WORK. ALL RECESSED PANELBOARDS SHALL BE PROVIDED WITH A MINIMUM OF THREE 1-1/4" EMPTY CONDUITS TERMINATED TO A SINGLE THE DRAWINGS ARE AN OUTLINE TO INDICATE THE APPROXIMATE LOCATION AND ARRANGEMENT OF RACEWAYS, WIRING AND TYPICAL OUTLETS SHALL CONSIST OF A FLUSH WALL MOUNTED 4" SQUARE X 2-1/8" DEEP BOX WITH A DOUBLE GANG PLASTER FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE 3500K. 12" X 12" X 6" DEEP JUNCTION BOX ABOVE ACCESSIBLE CEILING. EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE IN EXECUTING OF THE WORK. SHOULD THERE BE A RING. MAXIMUM CONDUIT FILL FOR NEW WORK SHALL BE 40%, BASED ON MANUFACTURE'S PUBLISHED DATA OF CABLE OUTSIDE CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS, THIS CONTRACTOR SHALL REFER THE MATTER TO THE OWNER'S REPRESENTATIVE DIAMETER. COMPACT FLUORESCENT TWIN TUBE/DUAL TWIN TUBE LAMPS SHALL BE OSRAM OR PHILIPS, 82 CRI, MINIMUM 10,000 HOURS TRANSFORMERS: FOR A DECISION AS TO METHOD OR MATERIAL. ELECTRICAL CONTRACTOR SHALL REFER TO DRAWINGS OF ALL OTHER TRADES FOR RATED. LONG FLUORESCENT TWIN TUBE LAMPS SHALL BE OSRAM OR PHILIPS, 82 CRI, 3150 INITIAL LUMENS, MINIMUM 20,000 DETAILS, DIMENSIONS AND LOCATIONS OF OTHER WORK AND ROUTE HIS WORK SO AS NOT TO CONFLICT WITH ANY OTHER BRANCH. CABLE,TERMINATIONS, JACKS, LABELING, HARDWARE, SHALL BE PROVIDED BY A CERTIFIED COMMUNICATION TECHNOLOGY HOURS RATED. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING QUANTITIES OF EQUIPMENT MENTIONED IN THE SPECIFICATIONS WITH CONTRACTOR. CABLING SYSTEM SHALL BE PROVIDED AS REQUIRED FOR A TURNKEY, COMPLETE WORKING SYSTEMS. POWER DISTRIBUTION TRANSFORMERS SHALL BE SQUARE D DRY TYPE. PROVIDE COPPER WINDINGS. PROVIDE 4" HIGH CONCRETE ui THOSE SHOWN ON THE DRAWINGS. IF DISCREPANCIES ARE NOTED, PROVIDE THE GREATER OF THE QUANTITIES OR THE BETTER OF F32TB FLUORESCENT LAMPS SHALL BE RAPID START, ENERGY SAVING TYPE, MINIMUM 75 CRI, MINIMUM 2850 INITIAL LUMENS AND HOUSEKEEPING PAD (WITH CHAMFERED EDGES) FOR ALL FLOOR MOUNTED TRANSFORMERS. INSTALL UNITS ON VIBRATION MOUNTS; THE QUALITIES AS APPLICABLE. DETERMINE EXACT LOCATIONS OF COMMUNICATION TECHNOLOGY EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. USE CAUTION NOT MINIMUM 20,000 HOURS RATED. LAMPS SHALL BE SYLVANIA, OSRAM OR PHILIPS, EQUAL TO SYLVANIA#FO32/RS. COMPLY WITH MANUFACTURER'S INDICATED INSTALLATION METHOD. TO EXCEED THE ALLOWED BENDING RADIUS FOR RESPECTIVE CABLES AND NOT TO COMPROMISE THE INTEGRITY OF THE CABLES 6. MATERIALS AND EQUIPMENT DURING INSTALLATION BY PULLING TIE-WRAPS TOO TIGHTLY, DAMAGING CABLES, ETC. RACEWAY/CABLING BENDING RADII SHALL BE ALL SURFACE AND RECESSED CEILING FIXTURES INSTALLED ON GRID OR TILE CEILINGS SHALL BE INSTALLED TO AGREE WITH 21. ELECTRICAL&ARCHITECTURAL SPECIALTIES MINIMUM AS DIRECTED BY CABLE MANUFACTURER. USE PULLING COMPOUND OR LUBRICANT, WHERE NECESSARY; COMPOUND MUST MODULE OF CEILING EITHER DISPLACING A TILE, OR UNIT ON CENTER OF TILE, OR CENTERED ON GRID LINES. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ALL MATERIALS,APPARATUS AND EQUIPMENT SHALL BEAR THE UNDERWRITER'S NOT DETERIORATE CONDUCTOR OR INSULATION. NEATLY DRESS ALL CABLE WORK. WORK SHALL BE INSTALLED IN A MANNER WHICH �jj LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED. CERTAIN MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED RESULTS IN MAINTAINING A MINIMUM DISTANCE OF 24 INCHES FROM FEEDER/BRANCH CIRCUIT RACEWAYS AND FROM ANY PROVIDE FIXTURES AND/OR FIXTURE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT FIXTURE WEIGHT. ALL LIGHTING RECEIVING DOOR CALL SYSTEM: AND PLANS ARE DETAILED ACCORDING TO THIS MATERIAL. THIS CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING BALLASTED LIGHTING FIXTURE. FIXTURES INSTALLED IN OR ON SUSPENDED CEILING SYSTEMS SHALL BE ANCHORED DIRECTLY TO THE BUILDING STRUCTURAL Z THIS MAKE OF MATERIAL AND EQUIPMENT. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS SPECIFIED, THE SYSTEM ABOVE (ANCHORED PER NEC). SUCH ANCHORING SHALL BE INDEPENDENT OF THE CEILING SUPPORT SYSTEM. ALL FIXTURES PROVIDE EDWARDS 1064-N5, 120V BUZZERS (STRAP MOUNTED TYPE WITH STAINLESS STEEL SINGLE GANG BUZZER PLATE). J CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. PROVIDE COLOR CODED JACKETS TO IDENTIFY RUNS OF DIFFERENT SYSTEMS. NEATLY ROUTE CABLES PARALLEL AND SHALL BE INSTALLED PLUMB AND LEVEL. SUPPORT SURFACE MOUNTED FIXTURES GREATER THAN 2 FEET IN LENGTH AT A POINT IN PROVIDE EDWARDS #821 PUSH BUTTONS (MOUNTED ON A STAINLESS STEEL SINGLE GANG PLATE). Q to PERPENDICULAR TO BUILDING ARCHITECTURAL LINES. GROUP CABLES BY SYSTEM TYPE WHEREVER POSSIBLE. VERIFY EXACT ADDITION TO THE OUTLET BOX FIXTURE STUD. 7. ELECTRICAL IDENTIFICATION LOCATIONS OF TELEPHONE SWITCH, DATA SERVER(S), HEAD-END EQUIPMENT, EQUIPMENT OUTLETS, ETC. IN FIELD. DOOR EXIT THEFT DETECTION SYSTEM: l.L Z PROVIDE MANUFACTURER'S STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1/2"WIDE. WHERE REVIEW ALL TERMINATION AND LABELING REQUIREMENTS WITH OWNER IN ADVANCE. ALL CABLE SHALL BE PROVIDED WITH REPLACE DEFECTIVE LAMPS FORA PERIOD B ONE YEAR FOLLOWING THE TIME OF SUBSTANTIAL COMPLETION. WHERE USED FOR APPLICABLE, INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION BOXES, PULL BOXES, EQUIPMENT, PERMANENT ADHESIVE LABELING IDENTIFICATION BY THIS CONTRACTOR. PROVIDE TRANSPARENT ADHESIVE COVERINGS OVER EACH TEMPORARY LIGHTING PRIOR A TIME OF SUBSTANTIAL COMPLETION, REPLACE ALL INCANDESCENT LIGHTING FIXTURE LAMPS, AS THEFT DETECTION SYSTEM EQUIPMENT AND COMPONENTS (DETECTION PANELS, ELECTRONICS CHASSIS, ETC.) SHALL BE FURNISHED WELL AS ANY LAMPS WHICH ARE DEFECTIVE, DAMAGED OR BURNED OUT. AND INSTALLED BY OTHERS. PROVIDE ALL RELATED OUTLETS, POWER WIRING AND CONDUIT WORK. WALL/FLOOR/, ETC. UNLESS OTHERWISE INDICATED OR REQUIRED BY GOVERNING REGULATIONS, PROVIDE ORANGE TAPE WITH BLACK LABEL, WRAPPED AROUND THE LABELS AT LEAST TWO TIMES. THE LONG AXIS OF THE LABELS SHALL INSTALLED BE PARALLEL TO LETTERS. THE LONG AXIS OF THE RESPECTIVE CABLE ASSEMBLIES. LABELS SHALL BE APPROXIMATELY 1-1/2" LONG BY 3/8" HIGH. FOR ALL EXISTING FIXTURES WHICH ARE SCHEDULED FOR REUSE, REMOVE FROM EXISTING CEILINGS DURING DEMOLITION; PROTECT DURING CONSTRUCTION; CLEAN, SERVICE (IF REQUIRED), RELAMP (WITH LAMPS TO MATCH BUILDING STANDARD OR PER THIS PROVIDE DEDICATED 15A/120VAC CIRCUIT (ON EMERGENCY POWER WHERE AVAILABLE) TO THE FIRST DETECTION PANEL BASEPLATE PROVIDE CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE MANUFACTURER'S STANDARD COLOR CODING INSTALL POWER CABLES IN A MANNER WHICH PREVENTS OVER-HEATING. OTHERWISE, WHEREVER POSSIBLE, BUNDLE CABLES OF THE SECTION AS NOTED) AND REINSTALL AT LOCATIONS INDICATED. MOUNTED ELECTRONICS CHASSIS. PROVIDE FLUSH FLOOR BOX WITH BRASS FLUSH ACTIVATION FITTING AND 90 DEGREE FOR CABLE/CONDUCTOR JACKET AND/OR INSULATION FOR ALL CABLES AND CONDUCTORS OF ALL SYSTEMS. MATCH IDENTIFICATION SAME SYSTEM TOGETHER. ALSO PROVIDE COLOR CODED JACKETS, OR OTHER APPROVED LABELLING/IDENTIFICATION METHOD, TO CONNECTOR. INSTALL AND CONNECT SYSTEM POWER CORD (FURNISHED BY OTHERS) FROM THE FIRST DETECTION PANEL TO THE WITH MARKING SYSTEM USED IN EXISTING SYSTEMS (WHERE APPLICABLE), SHOP DRAWINGS, CONTRACT DOCUMENTS, AND SIMILAR IDENTIFY RUNS OF DIFFERENT SYSTEMS. FOR ALL EXISTING FIXTURES WHICH ARE SCHEDULED TO BE REMOVED AND TURNED OVER TO OWNER, THE FIXTURES SHALL BE FLOOR OUTLET. is PREVIOUSLY ESTABLISHED IDENTIFICATION FOR PROJECT'S ELECTRICAL WORK. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS. DISCONNECTED, CAREFULLY REMOVED AND TURNED OVER TO OWNER. TRANSFER SUCH FIXTURES TO STORAGE AREA AS DIRECTED IN ALL CABLES WHICH ARE NOT ROUTED IN CONDUIT SHALL BE NEATLY BUNDLED, SECURED AT FOUR FOOT INTERVALS AND IDENTIFIED FIELD. ALSO PROVIDE (1) 1-1/4" EMPTY SCHEDULE 40 PVC CONDUIT, BELOW SLAB WITH SWEEP 90'S AND BUSHINGS) FROM THE FIRST INSTALL ENGRAVED PLASTIC-LAMINATE SIGN ON MAJOR UNITS OF ELECTRICAL EQUIPMENT, INCLUDING CENTRAL OR MASTER UNIT OF AT TEN FOOT INTERVALS. WHEREVER POSSIBLE, BUNDLE CABLES OF THE SAME SYSTEM TOGETHER. CONDUIT SIZES (AND SYSTEMS DETECTION PANEL TO THE SECOND DETECTION PANEL (TERMINATED NO MORE THAN 3/8"ABOVE THE TOP OF THE SLAB) FOR EACH ELECTRICAL SYSTEM INCLUDING COMMUNICATION/CONTROL/SIGNAL SYSTEMS, UNLESS UNIT IS SPECIFIED WITH ITS OWN FURNITURE WHIPS WHERE APPLICABLE) SHALL BE PROVIDED AS FOLLOWS. PROVIDE ADDITIONAL WALL OUTLET BOXES AND 18 MECHANICAL EQUIPMENT PANEL TO PANEL WIRING WHICH WILL BE PROVIDED BY OTHERS. SELF-EXPLANATORY IDENTIFICATION OR SIGNAL SYSTEM. EXCEPT AS OTHERWISE INDICATED, PROVIDE SINGLE LINE OF TEXT, 1/2" ADDITIONAL WHIPS AS/IF REQUIRED AT SYSTEMS FURNITURE TO ACHIEVE SAME. HIGH LETTERING, ON 1-1/2" HIGH SIGN (2" HIGH WHERE 2 LINES ARE REQUIRED), WHITE LETTERING IN BLACK FIELD. UNLESS PROVIDE ALL CONDUIT AND OUTLET BOXES AS REQUIRED FOR ALL CONTROL WIRING AND THERMOSTATS. FURNISH AND INSTALL IF REMOTE ELECTRONICS CHASSIS KIT IS FURNISHED WITH THE SYSTEM (VERIFY IN FIELD) IN LIEU OF DETECTION PANEL DETERMINED OTHERWISE IN FIELD, PROVIDE TEXT MATCHING TERMINOLOGY AND NUMBERING OF THE CONTRACT DOCUMENTS AND CONDUIT POWER WIRING AND MAKE LINE CONNECTIONS TO ALL HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT. ELECTRICAL IF EMOTE ELECTR ELECTRONICS CHASSIS PROVIDE DEDICATED YST M (VER CIRCUIT TO THE CHASSIS AND 1 1PA 4" EMPTY SHOP DRAWINGS. SECURE TO SUBSTRATE WITH FASTENERS, EXCEPT USE ADHESIVE WHERE FASTENERS SHOULD NOT OR CANNOT DIAMETER APPLICATION CONTRACTOR SHALL EXAMINE THE APPROVED DRAWINGS OF ALL BRANCHES AND SHALL WIRE AND CONNECT ALL MOTORS, / ( ) / - PENETRATE SUBSTRATE. AS A MINIMUM PROVIDE SIGNS FOR EACH UNIT OF THE FOLLOWING CATEGORIES OF ELECTRICAL WORK DISCONNECTS, CONTROL DEVICES AND OTHER ITEMS REQUIRING ELECTRICITY FOR OPERATION. THIS CONTRACTOR SHALL MAKE THE SCHEDULE 40 PVC CONDUIT FROM THE REMOTE ELECTRONICS CHASSIS, BELOW THE SLAB, TO THE BASE PLATE OF THE FIRST _ Z WHERE SUCH WORK EXISTS ON THE PROJECT ALL STARTERS AND DISCONNECTS; ALL REMOTE FIXTURE OR EQUIPMENT SWITCHING (1) 3/4" ALL WALL PHONES NECESSARY ELECTRICAL CONNECTIONS BETWEEN THE SPECIFIED EQUIPMENT AND THE JUNCTION BOX NEAR EQUIPMENT WITH DETECTION PANEL. ALSO PROVIDE THE (1) 1-4" EMPTY SCHEDULE 40 PVC CONDUIT FROM THE FIRST DETECTION PANEL TO THE O DEVICES (VIA ENGRAVED WALLPLATES); ALL SYSTEM DEVICES, PORTS, TAPS, J.B.'S, P.B.S, ETC.; PANELBOARDS, ELECTRICAL CABINETS (1) 1" ALL WALL TECH. OUTLETS AT INDIVIDUAL DESKS OR TABLES FLEXIBLE METALLIC CONDUIT AND MATCHED CONNECTORS. NO FLEXIBLE CONDUIT SHALL BE EXPOSED IN FINISHED ROOMS. EACH SECOND DETECTION PANEL. ; ANY OTHER EQUIPMENT DESIGNATED BY OWNER OR ENGINEER IN FIELD. (1) 1" ALL WALL TECH. OUTLETS AT INDIVIDUAL WORK STATIONS, PC'S, COPIERS, FAXES, ETC. MOTOR SHALL HAVE DISCONNECT SWITCH OR MANUAL STARTER INSTALLED BY THIS CONTRACTOR AHEAD OF MOTOR OR MOTOR MAGNETIC STARTER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL AND INTERLOCK WIRING AS SPECIFICALLY INDICATED ON IMPORTANT NOTE a ALL EQUIPMENT& SYSTEM IDENTIFICATION NOMENCLATURE SHOWN ON DRAWINGS OR LISTED HEREIN IS SHOWN FOR GENERAL CEILING CAVITIES WILL NOT BE USED AS ENVIRONMENTAL AIR PLENUMS. THE DRAWINGS. ALL OTHER CONTROL WIRING REQUIRED FOR OPERATION OF THE SYSTEMS SHALL BE PROVIDED BY THE HEATING V DESIGN AND INSTALLATION REFERENCE ONLY. THE ACTUAL NAMEPLATE, ETC. NOMENCLATURE FOR THIS PROJECT SHALL BE VERIFIED CONTRACTOR. IF ANY PIECE OF EQUIPMENT OR DEVICE SPECIFIED IS UNAVAILABLE OR CANNOT BE LOCATED, IMMEDIATELY CONTACT THE PROJECT U- BY ELECTRICAL CONTRACTOR IN FIELD PRIOR TO FABRICATION AND WHERE APPLICABLE, SHALL BE AN EXTENSION OF EXISTING "J-HOOK" PATHWAYS MANAGER FOR APPROVAL OF REPLACEMENT. 19. FIRE ALARM WORK NOMENCLATURE USED ON THE SITE AS DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR. U DUCT SMOKE DETECTOR CABLE DISTRIBUTION BRIDLE RINGS SHALL BE EQUAL TO CADDY 4BRT64 OR MONO-SYSTEMS INC. 'THE HOOK" MINIMUM 4" IN ADDITION TO THE ABOVE, ALL LABELING FOR ALL ELECTRICAL WIRING WORK (FOR ALL SYSTEMS) SHALL BE 3M DCI NO. DIAMETER OR 4" SQUARE USABLE INTERNAL AREA) CONSTRUCTED OF ALUMINUM OR CORROSION RESISTANT STEEL WITH ROLLED THE DUCT DETECTORS SHALL BE EQUAL TO NOTIFIER #DH-100AC/DC/PL/STX WITH SAMPLE TUBE SPANNING 2/3 OF THE DUCT. Q_ 054007-11954 "SWD" WRITE-ON TAPE DISPENSER KIT WITH FACTORY PROVIDED SPECIAL FAST DRYING MARKER INCLUDED WITH KIT. EDGES OR EQUIVALENT TO PREVENT DAMAGE TO CABLE JACKETS AND INSULATION. PROVIDE SPLITS OR OPENINGS SO THAT CABLES INSTALL THE DUCT DETECTOR IN AN INDOOR ACCESSIBLE LOCATION, POSITIONED IN THE DUCT PER NFPA. ALL MARKINGS SHALL BE CLEAR AND LEGIBLE. CAN BE LAID IN THE RINGS RATHER THAN THREADED THROUGH. PROVIDE MAXIMUM 30% FILL (IN CROSS SECTION), BASED ON J OUTSIDE DIAMETER OF CABLES. ACCORDINGLY, PROVIDE MULTIPLE SETS OF RINGS ALONG ANY ROUTES AS/IF REQUIRED. PROVIDE REMOTE SOUNDER/LED TEST SWITCH, EQUAL TO NOTIFIER #APA-451 (WITH PIEZO SOUNDER ALONG WITH ALARM AND �' AS DETERMINED IN FIELD, PROVIDE COLOR CODING FOR JUNCTION BOXES, PULL BOXES AND ASSOCIATED PLATES TO MATCH POWER LED'S TO SIGNAL TROUBLE IN COMPLIANCE WITH NFPA 90A), ON THE CEILING OR WALL BENEATH THE DUCT DETECTOR AS �Q EXISTING BUILDING STANDARDS. THE FOLLOWING INSULATION COLOR CODE SHALL BE USED FOR SYSTEM AND VOLTAGE PROVIDE RINGS AT FOUR FOOT INTERVALS AND AT ALL OFFSETS. ROUTE RINGS THROUGH CORRIDORS AND SIMILAR OPEN AREAS U IDENTIFICATION FOR FEEDER AND BRANCH CIRCUIT WIRING. INDICATED ON DRAWINGS OR AS DIRECTED IN FIELD. PROVIDE ENGRAVED (OR APPROVED EQUIVALENT METHOD) PLATE AT EACH y WHEREVER POSSIBLE TO MINIMIZE WALL PENETRATIONS. SECURELY ANCHOR (MECHANICAL - NOT ADHESIVE) ALL RINGS DIRECTLY TO REMOTE SOUNDER/LED ANNUNCIATOR TO READ: "#### DUCT SMOKE DETECTOR", WHERE #### IS THE EQUIPMENT IDENTIFICATION 3 277/480V SYSTEM - BROWN, ORANGE, YELLOW & GRAY (NEUTRAL STRUCTURAL COMPONENTS OF THE BUILDING. RINGS SHALL NOT BE ANCHORED TO DUCTWORK, CONDUIT, PIPING, FIXTURES, USED ON DRAWINGS. EQUIPMENT, CEILING SUPPORTS, ETC. ALL RINGS SHALL BE FULLY AND READILY ACCESSIBLE AFTER INSTALLATION. NEATLY ROUTE 120/208V SYSTEM - BLACK, RED, BLUE & WHITE (NEUTRAL) BRIDLE RING PATHS PARALLEL AND PERPENDICULAR TO BUILDING ARCHITECTURAL LINES AND AT A CONSISTENT ELEVATION U EQUIPMENT GROUNDING - GREEN WHEREVER POSSIBLE. PROVIDE ALL REQUIRED POWER AND CONTROL WIRING SO THAT UPON DETECTION OF SMOKE, THE FOLLOWING SEQUENCE OF m o w SYSTEMS - TO MATCH EXISTING, VERIFY IN FIELD. OPERATIONS OCCURS WHERE APPLICABLE. < �.+ V(7 J ROUTE ALL BRIDLE RING PATHS AND CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL LINES, KEEPING 'N'-' W OFFSETS TO A MINIMUM. INSTALL BRIDLE RINGS IN A UNIFORM PLANE/ELEVATION WHEREVER POSSIBLE, KEEPING VERTICAL OFFSETS THE ALARM ANNUNCIATES W THE REMOTE SOUNDER/LED ANNUNCIATOR. TO AN ABSOLUTE MINIMUM. PRIOR TO INSTALLATION, SUBMIT SCALED COORDINATION DRAWINGS SHOWING ALL PROPOSED ROUTING THE HVAC UNIT SHUTS DOWN. AND RING LOCATIONS FOR REVIEW BY OWNER. KEEP OFFSETS TO AN ABSOLUTE MINIMUM. BRIDLE RING PATHS SHALL BE ROUTED ANY SMOKE DAMPERS CLOSE (WIRED TO AUTOMATICALLY RE-OPEN UPON RESET OF THE DUCT DETECTOR). ®® SO THAT A MINIMUM OF 24" EXISTS BETWEEN ANY CABLES AND ANY EMI SOURCE SUCH AS BALLASTS, MOTORS, POWER WIRING, AN ALARM SIGNAL IS SENT TO ANY SECURITY OR ALARM SYSTEM THAT MAY EXIST AT THE FACILITY. IE� ETC. Q " Q /4"0 BOLTS 1 � 3 PLACES I I I I I 4 i 4 I I II I I II II . 3 ® °i—`,/ � I I •_ ��°4°e°4r LT P051 m a° 1/4"0 BOLT 4105 U 1/4"0 RIVET ASTM A576-90B OT WROUGHT U NSG10100 GRACE C-1 0�0 1/4"0 RIVET t=.075" Ilt ASTM A576 908 HOT—WROUGHT UNS e � 16, t=.01 " G10100 GRACE C-1010111 ,.SRB" BEAM t=14 GA. t=14 GA. "DRB" BEAM (2)-3/8"0 WEDGE ANCHORS PER BASE PLATE (1)-3/8"0 WEDGE ANCHOR PER BASE PLATE t=14 GA. 2" EMB. 2" EMB. "AP" POSTS 1 BASE PLATE DETAIL 2 BEAM CONNECTION 3 BEAM CONNECTION 4 NOTES; 1—DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2015, ASCE/SEI'7-10, ACI 318-14, RMI/ANSI MH 16.1:2012 2—STEEL FOR ALL SHAPES FY=36.KSI. ASTM.A570-85 GR.36 (EXCEPT AS NOTED) 3—STORAGE SHELVING CAPACITY 100 #/LEVEL 4—SHELVING INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY' OF THE SHELVING (100 #/ LEVEL) 5—STORAGE SHELVING SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1/2" IN 10'-0" OF HEIGHT.... 6—STORAGE SHELVING AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY 3 TYP. TYP. U.N.O. 1/4-0 BOLTS PLACES j 1 N R,OBERTa.fN,ANGIAIRE. 7423 HOLLOW RIDGE DR. ir`t1UVON,T3(77095 s � HALF RACK DESIGN AND ENGINEERING ENsFo cif 412 WEST BROADWAY SUITE#204,GLENDALE CA.91204 3 �� M SCALEi NONE- DRAWN BY:.n;r a 9 DATE: 5-22-17 PROJECT: CHARMING CHARLIE �p OF Wh O�� 1925 FILMORE STREET,TWIN FALLS,IDAHO 83301 eFRTV:NP� STORAGE SHELVING DETAILS �Oe-190 No. SHEET N31 Roam+ FRONT VIEW SIDE VIEW RD ,5 Jllid 0 7 2017 -�_�* � d v.r �