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14-1513 1939 Fillmore St plans
COMcheck Software Version 3.9.3 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Dick's Sporting Goods#1165 Construction Site: Owner/Agent: Designer/Contractor: Canyon Park West Dick's Sporting Goods Herschmam Architects, Inc. Twin Falls, ID 25001 Emery Road,Suite 400 Cleveland,OH 44128 216.223.3200 Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 5b Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 4% Activity TypeLsl Floor Area Retail 34840 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Roof 1:Insulation Entirely Above Deck 34840 --- 30.0 0.032 0.048 Exterior Wall:Sales/Fitting Center-Front Wall:Concrete Block:12", 4666 13.0 0.0 0.116 0.090 Partially Grouted,Cells Insulated,Normal Density,Furring: Metal Window 1: Metal Frame Curtain Wall/Storefront,Perf.Type:Other 360 --- --- 0.460 0.450 testing/cert.Product ID: 100,SHGC 0.43, PF 0.75(c) Window 2: Metal Frame Curtain Wall/Storefront,Perf.Type:Other 270 --- - 0.460 0.450 testing/cert.Product ID: 100,SHGC 0.43(c) Exterior Wall:Sales/Golf Stock-Side Walls:Concrete Block:12", 6138 5.0 0.0 0.166 0.090 Partially Grouted,Cells Insulated,Normal Density,Furring:Metal Exterior Wall:Archery/Main Stockroom/Receiving:Concrete 4547 5.0 0.0 0.166 0.090 Block:12", Partially Grouted,Cells Insulated,Normal Density, Furring: Metal Exterior Wall:Offices/Restrooms:Concrete Block:12",Partially 1488 5.0 0.0 0.166 0.090 Grouted,Cells Insulated,Normal Density,Furring:Metal (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other'components require supporting documentation for proposed U-factors. (c)Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. Project Title: Dick's Sporting Goods# 1165 Report date: 07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 1 of 8 ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: Dick's Sporting Goods#1165 Report date:07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 2 of 8 n AL COMcheck Software Version 3.9.3 �( Interior Lighting Compliance will 11111m) Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : Dick's Sporting Goods#1165 Construction Site: Owner/Agent: Designer/Contractor: Canyon Park West Dick's Sporting Goods Herschmam Architects, Inc. Twin Falls, ID 25001 Emery Road,Suite 400 Cleveland,OH 44128 216.223.3200 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Retail 34840 1.5 52260 Allowance:Vehicles,sporting goods,small electronics highlighting/Fix. ID: 14928(a) 0.6 8957(b) GF Supplemental Allowed Watts(c)= 1000 Total Allowed Watts= 62217 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. (c) Supplemental watts must be associated with retail merchandise highlighting fixtures.Supplemental watts are not included calculation of lighting complaince percentage. Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail(34840 sq.ft.) Linear Fluorescent 1:A/A-EM:2'X4'3-LAMP FLUORESCENT:48"T8 28W(Super T8): 3 19 76 1444 Electronic: Linear Fluorescent 2:F-EM:2-LAMP FLUORESCENT:48"T8 28W(Super T8): 2 2 52 104 Electronic: Linear Fluorescent 3:F1/F1-EM:48"T8 28W(Super T8): Electronic: 3 12 76 912 Compact Fluorescent 3:FR:COMPACT FLUORESCENT PENDANT:Spiral 30W: 3 2 96 192 Electronic: Track lighting 1:GF:TRACK:Wattage based on current limiting device capacity 0 0 9984 9984 Linear Fluorescent 4:GR: 1-LAMP T5HO FLUOESCENT:46"T5 HO 54W: Electronic: 1 1 61 61 Linear Fluorescent 5:LG1:4'1-LAMP FLUORESCENT:48"T8 28W(Super T8): 1 2 26 52 Electronic: Linear Fluorescent 6:LG2/LG2-EM:8'2-LAMP FLUORESCENT:48"T8 28W(Super T8): 2 27 52 1404 Electronic: Linear Fluorescent 7: LG:8'4-LAMP FLUORESCENT:48"T8 28W(Super T8): 4 2 98 196 Electronic: Compact Fluorescent 1:T/T1:COMPACT FLUORESCENT DOWNLIGHT:Triple 4-pin 2 4 50 200 26W:Electronic: HID 1:U:330W HIGHBAY:Metal Halide:Standard: 1 109 378 41202 Compact Fluorescent 2:Z1A:COMPACT FLUORESCENT DOWNLIGHT:Triple 4-pin 2 3 93 279 42W:Electronic: Total Proposed Watts= 56030 Project Title: Dick's Sporting Goods# 1165 Report date: 07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-Twin Falls]D-2009 I ECC.cck Page 3 of 8 Section 4: Requirements Checklist Interior Lighting PASSES:Design 8%better than code. Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 62217 56030 YES Controls, Switching,and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. �,E,,\ONA� Exceptions: �!� ��GISTPt, cj2� �' to ❑ Lighting intended for 24 hour use. 4 12952 V0 ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). f Exceptions: 1\ � O ❑ Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. OF E. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2009 IECC requirements in COM check Version 3.9.3 and to comply with the mand or, require /fs in the Requirements Checklist. r�_ � , / / . 3 it Name-Title Signature Date Project Title: Dick's Sporting Goods# 1165 Report date: 07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-2009IECC.cck Page 4 of 8 COMcheck Software Version 3.9.3 Mechanical Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: Dick's Sporting Goods#1165 Construction Site: Owner/Agent: Designer/Contractor: Canyon Park West Dick's Sporting Goods Herschmam Architects,Inc. Twin Falls,ID 25001 Emery Road,Suite 400 Cleveland,OH 44128 216.223.3200 Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 5b Section 3: Mechanical Systems List uantit System Type&Description 2 Rooftop Units 1 and 3(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=260 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency=80.00%Ec Cooling:1 each-Single Package DX Unit,Capacity=121 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=11.00 EER Fan System: FAN SYSTEM 1 1 13 Ton RTUs--Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constant Volume,5200 CFM,3.0 motor nameplate hp 1 Rooftop Unit 2(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=260 kBtu/h Proposed Efficiency=80.00%Ec,Required Efficiency=80.00%Ec Cooling: 1 each-Single Package DX Unit,Capacity=141 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.00 EER,Required Efficiency=10.80 EER Fan System: FAN SYSTEM 2 115 Ton RTUs--Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume,6000 CFM,5.0 motor nameplate hp 1 Rooftop Units 7(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=180 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=79 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.50 EER,Required Efficiency=11.00 EER Fan System: FAN SYSTEM 3 17.5 Ton RTUs--Compliance(Motor nameplate HP method):Passes Fans: FAN 3 Supply,Constant Volume,3000 CFM,2.0 motor nameplate hp 4 Rooftop Units 4,5,6&8(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=180 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=89 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=12.20 EER,Required Efficiency=11.00 EER Fan System: FAN SYSTEM 4 18.5 Ton RTUs—Compliance(Motor nameplate HP method):Passes Fans: Project Title: Dick's Sporting Goods# 1165 Report date:07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\C0Mcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 5 of 8 FAN 4 Supply,Constant Volume,3400 CFM,3.0 motor nameplate hp 1 Rooftop Unit 9(Single Zone): Heating: 1 each-Central Furnace,Gas,Capacity=105 kBtu/h Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling: 1 each-Single Package DX Unit,Capacity=52 kBtu/h,Air-Cooled Condenser Proposed Efficiency= 15.50 SEER,Required Efficiency=13.00 SEER Fan System: FAN SYSTEM 5 15 Ton RTUs--Compliance(Motor nameplate HP method):Passes Fans: FAN 5 Supply,Constant Volume,2000 CFM, 1.0 motor nameplate hp Section 4: Requirements Checklist Requirements Specific To: Rooftop Units 1 and 3 ❑ 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Ec ❑ 2. Equipment minimum efficiency: Single Package Unit: 11.00 EER 3. Integrated economizer is required for this location and system. ❑ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. L7 5. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation Lj 6. Hot gas bypass limited to 50%of total cooling capacity Requirements Specific To: Rooftop Unit 2 : U 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Ec LJ 2. Equipment minimum efficiency: Single Package Unit: 10.80 EER Lj 3. Integrated economizer is required for this location and system. ❑ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ 5. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation 6. Hot gas bypass limited to 50%of total cooling capacity Requirements Specific To: Rooftop Units 7 U 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Et(or 78%AFUE) 2. Equipment minimum efficiency: Single Package Unit: 11.00 EER ❑ 3. Integrated economizer is required for this location and system. ❑ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. Requirements Specific To: Rooftop Units 4, 5, 6 &8 : ❑ 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Et(or 78%AFUE) ❑ 2. Equipment minimum efficiency: Single Package Unit: 11.00 EER 3. Integrated economizer is required for this location and system. ❑ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. Requirements Specific To: Rooftop Unit 9 : 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Et(or 78%AFUE) 2. Equipment minimum efficiency: Single Package Unit: 13.00 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): L] Standby equipment automatically off when primary system is operating Multiple units controlled to sequence operation as a function of load U 2. Minimum one temperature control device per system F-j 3. Minimum one humidity control device per installed humidification/dehumidification system [J 4. Load calculations per ASHRAE/ACCA Standard 183. 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override, 10-hour backup Exception(s): 0 Continuously operating zones U 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): iJ Ducts located within equipment Project Title: Dick's Sporting Goods# 1165 Report date: 07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 6 of 8 ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics ❑ 10.Hot water pipe insulation: 1.5 in.for pipes< 1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes—1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes—1.5 in.and 3 in.for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. ❑ Fluid not heated or cooled with renewable energy. ❑ Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHR1840 rating). ❑ Runouts<4 ft in length. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Thermostatic controls have 5°F deadband Exception(s): ❑ Thermostats requiring manual changeover between heating and cooling ❑ Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ❑ 13.Balancing devices provided in accordance with IMC 603.17 ❑ 14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): ❑ Systems with heat recovery. ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings<3 stories ❑ 16.Automatic controls for freeze protection systems present ❑ 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than YF above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design 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 2009 IECC requirements in COMcheck Version 3.9.3 and to comply with the mandatory requirements in the Requirements Checklist. /*z,k4Lee/ Jl JJ%�dCJjLa/t+/i J . G ✓ 7`"3`fy� Name-Title Signature Date Section 6: Post Construction Compliance Statement �'��G� T�"4 c�ti�m ❑ HVAC record drawings of the actual installation,system capacities,calibration information,and performanc eat for eaprnent provided to the owner. d tt1J O OF Project Title: Dick's Sporting Goods#1165 Reporf'tt 07%02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 7 of 8 FJ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: Dick's Sporting Goods# 1165 Report date: 07/02/14 Data filename:C:\Jobs\GHA\DICKS\ID Twin Falls\Design Calcs\COMcheck\10376 DSGs-TwinFallslD-20091ECC.cck Page 8 of 8 'n. Reissued October 1, 2013 This report is subject to renewal December 1, 2014. w.icc-e§.or 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 09 00 00-FINISHES with ASTM C635(IBC)and Table 25-2-A of UBC Standard Section: 09 22 26-Suspension Systems 25-2 (UBC), except the following, which are classified as Section: 09 53 00-Acoustical Ceiling Suspension heavy-duty: 6501, ES7901, EA7903, 6101, 6121A, 6127A, Assemblies 6132, 6195A, 7301, 7306, 7307, 7501, 7504, 7507, 7508, 7509, 7601, 7604, 7605, 7612, 76128, 76018, 76048 and REPORT HOLDER: 76058. Profiles of runners are shown in Figure 1. WORTHINGTON ARMSTRONG VENTURE(WAVE) The 6100, 6101, 7300, 7500, 7600, and 76008 runners 101 LINDEN WOOD DRIVE,SUITE 350 are cold-formed from ASTM A568 steel. The runners have a hot-dipped galvanized coating and a factory-installed MALVERN, PENNSYLVANIA 19355 polyester-painted steel cap or aluminum cap along the (610)722-1218 entire length of the bottom flange. The 6100, 6500B, 6501, www.arrriF,trotig.corn ES7901 and 7600 series have a painted coating in addition ,flkel-Iy5arrnstr2.n_.c,Q to the hot-dipped galvanized coating, and have no cap. The AL 7200, EA7900 and EA7903 runners are cold- EVALUATION SUBJECT: formed from 3003-H14 aluminum and have a baked FIRE-AND NON FIRE-RESISTANCE-RATED SUSPENDED polyester paint coating. The 6500B, 6501 and ES7901, CEILING FRAMING SYSTEMS EA7900 and EA7903 runners have a polyurethane-filled upper bulb in addition to a polyurethane-coated lower ADDITIONAL LISTEE: flange. The SS 7200 runners are cold-formed from 300 series stainless steel complying with ASTM A480. Table 2 ARMSTRONG WORLD INDUSTRIES, INC, specifies dimensions, lengths, and allowable transverse POST OFFICE BOX 3001 loads. LANCASTER, PENNSYLVANIA 17604 3.1.2 EAC Main Runners, Low Voltage, Nonfire- resistance-rated: Main runners for use with low voltage 1.0 EVALUATION SCOPE powered lighting systems include the following: EAC Compliance with the following codes: Suprafine Main Runners DC750112, DC750110, DC750108, DC750106 and the non-powered 750106; and ■ 2009 and 2006 International Building Code®(IBC) the EAC Silhouette Main Runners DC760112, DC760110, ■ 1997 Uniform Building Code TM (UBC) DC760108, DC760106, and the non-powered 760106. Both the EAC Silhouette and the EAC Suprafine are Properties evaluated: classified as heavy-duty in accordance with ASTM C635 ■ Interior finish (IBC)and Table 25-2-A of UBC Standard 25-2 (UBC). See ■ Fire resistance Table 2 for the listed runners, and Figure 1 for a profile of these runners. ■ Structural The EAC main runners are cold-formed from ASTM A568 2.0 USES steel. The runners have a hot-dipped galvanized coating The Worthington Armstrong Venture (WAVE) ceiling and a factory-installed, polyester-painted steel cap along framing systems described in this report are suspended, the entire length of the bottom flange. The EAC Silhouette exposed framing, ceiling assemblies used in fire- series has a painted coating in addition to the hot-dipped resistance-rated and nonfire-resistance-rated construction galvanized coating and have no cap on the bottom flange. for interior applications. Both the EAC Silhouette and the Suprafine main runners 3.0 DESCRIPTION have a snap-on upper polymer profile that supports two 3.1 Grid Components: tin-plated copper conducted strips that serve to carry the low voltage current. The EAC Silhouette main runners also 3.1.1 Main Runners, Nonfire-resistance-rated: Main have a lower conductive snap-on polymer conductive strip runners for use in nonfire-resistance-rated ceiling in the lower box profile in addition to the upper conductive assemblies include the 6100, AL7200, SS7200, 7300, snap-on polymer profile. The snap-on polymer has a 7302, 7305,7500, 7502,6500B, EA7900, 7600, and 76008 flame-spread index of 25 or less and a smoke-developed 7602, 76028, 7603, 76038, 76068, 7607, series. All index of 50 or less, when tested in accordance with ASTM members are classified as intermediate-duty in accordance E84. WC-ES/iralualion Reports are out to he constrrrecl as representing aesthelics or anv wher ourihtues not specifically addressed,,nor ore dwy lo 1"consrrared CIS on emlorselneln of the siyecv of the report or a rec'otntnendaliun.lor its use.there is no it cirrant v by R Z livalnalion Service,LL(�,express or!/niJll etl,as o am finding or other matter in this report,a•cis eo any prodrtci covered br the report. ou' sr Copyright 0 2013 Page 1 of 14 ESR-1308 ( Most Widely Accepted and Trusted Page 2 of 14 The EAC main runners are used in conjunction with the that conforms to ASTM A653. Aluminum runners are cold- XL 7500 and XL 7600 cross runners listed in Table 3 of formed from 3003-H14 aluminum, and the stainless steel this report. runners are cold formed from 300 series stainless steel. 3.1.3 Cross Runners, Non fi re-resistance-rated: Cross 3.2 Hanger Wire: runners for use in non fire-resistance-raled ceiling Hanger wire for suspended ceilings, framing members, and assemblies are the XL6100 series (Interlude), XL6500 any fixtures must comply with Section 13.5.6 of ASCE 7, series (Sonata), XL7100 series (Prelude), XLAL7200 IBC Section 2506.2.1 or UBC Table 25-A. series (Aluminum Perlude), XLSS7200 series (Stainless Prelude), XL7300 series (Prelude), XL7500 series 3.3 BERC Clip: (Suprafine), XL7600 series (Silhouette), XL76008 series The BERC (Beam End Retaining Clip) System is illustrated (Silhouette), EA7900 series (Aluminum 15/16 inch Clean in Figure 3. The BERC clip is used to connect main and Room), EA7903 series (Aluminum 11/2 inch Clean Room), cross runners to wall molding at the ceiling perimeter. The and ES7900 series(Steel 15/16 inch Clean Room). clip is similar to the BERC-2 clip, described below, except The XL 6100 series, XL6500 series, XL7100 series, XL the horizontal leg of the BERC clip is shorter than that of 7300 series, XL7500 series, XL7600 series and XL76008 the BERC-2. series ES7900 series cross runners are cold-formed from 3.4 BERC-2 and AL BERC-2 Clips: ASTM A568 steel. The cross runners have a hot-dipped The BERC-2 and AL BERC-2 clips are illustrated in Figure galvanized coating and a factory-installed polyester- 2. The clips are used to connect main and cross runners to painted steel cap or aluminum cap along the entire length wall molding at the ceiling perimeter. The BERC-2 clip is of the bottom flange. The XL 6100 XL6500, ES7900 and manufactured from 0.034-inch-thick (0.864 mm), hot- XL 7600and XL 76008 series have a baked polyester dipped galvanized, cold-rolled steel complying with ASTM painted coating in addition to the hot-dipped galvanized A568. The AL BERC-2 clip is fabricated from 0.034-inch- coating, and have no capping on the lower flange. The thick(0.864 mm)3003-1-116 or 3105 H16 Aluminum. XLAL 7200, EA7900 and EA7903 series runners are cold-formed from 3003-H14 aluminum and have a baked 3.5 Accessories: polyester painted coating. The XL6500 series, ES7900 Each framing system has accessory items that include series, EA7900 series and EA7903 series runners have a support angles and corner caps. Steel for accessory items polyurethane-filled upper bulb in addition to a is manufactured from hot-dipped galvanized, cold-rolled polyurethane-coated lower flange. The XLSS 7200 runners steel complying with ASTM A568 and ASTM A653. are cold-formed from 300 series stainless steel complying with ASTM A480. Table 3 specifies dimensions, lengths, 4.0 DESIGN AND INSTALLATION and allowable transverse loads. 4.1 General: 3.1.4 Main Runners, Fire-resistance-rated: Main The suspended ceiling framing system must be installed in runners for use in fire-resistance-rated ceiling assemblies accordance with this report and the manufacturer's are the HD 8201, 8300, 8301, 8500 and 8501 runners published installation instructions. The suspended ceiling listed in Table 2. The 8300 and 8500 runners are classified framing system must be installed in accordance with 2009 structurally as intermediate-duty in accordance with ASTM IBC Section 808.1.1.1, 2006 IBC Section 803.9.1.1 or UBC C635 (IBC) and Table 25-2-A of UBC Standard 25-2; Table 25-A for systems exceeding 4 psf (19.5 kg/m2) but Models 8301, 8501, and HD 8201 main runners are less than 10 psf(49 kg/m2),as applicable. classified as heavy-duty. Profiles of runners are shown in 4.2 Main Runners: Figure 1. All members have an inverted T-shape. Members are Main runners must be installed and leveled to within I /4 inch in 10 feet(6.4 mm in 3048 mm) (IBC)or /6 inch in cold-formed from ASTM A568 steel with a hot-dipped 12 feet (3.2 mm in 3660 mm) (UBC), with the supporting galvanized coating. wire taut. Vertical support hanger wire must be installed Models 8300, HD 8201 and 8301 have a factory-installed within 3 inches (51 mm) of the main runner fire expansion steel cap along the entire length of the bottom flange. The relief. The design loads for main runners must be less than HD 8201 member has a hot-dipped galvanized coating and or equal to the capacities allowed in Table 2 of this report. a bottom flange cap made from either 3003-1-116 or 3105- Supports for the main runners that consist of vertical H16 aluminum. Table 2 specifies dimensions, lengths and hangers, perimeter hangers, and lateral force bracing must allowable transverse loads. be installed in accordance with the applicable code. 3.1.5 Cross Runners, Fire-resistance-rated: Cross 4.3 Cross Runners: runners for use in fire-resistance-rated ceiling assemblies Main runners, or other cross runners, must support cross are the XL 8200 series(Prelude Plus Fire Guard),XL 8300 runners to within 1/32 inch(0.80 mm)of the required center- series (Prelude Fire Guard), and XL 8500 (Prelude to-center spacing. This tolerance must be noncumulative Suprafine Fire Guard) series runners listed in Table 3. beyond 12 feet (3658 mm). Intersecting runners must be Profiles of runners are shown in Figure 1. Members are installed to form a right angle to the supporting members. cold-formed from ASTM A568 steel with a hot-dipped galvanized coating. The XL 8300 and XL 8500 series have The maximum design load capacities for cross runners a factory-installed steel cap along the entire length of the must be less than or equal to the capacities allowed in bottom flange. The XL 8200 series members have a Table 3 of this report.A cross runner that supports another hot-dipped galvanized coating and a bottom flange cap cross member must have a minimum uniformly distributed made from either 3003-H16 or 3105-H-16 aluminum. Table load capacity of 12 pounds per linear foot(175 N/m). 3 specifies dimensions, lengths and allowable transverse 4.4 Seismic Design: loads. 4.4.1 Seismic Design Requirements under the IBC: 3.1.6 Materials: Steel runners are cold formed from Seismic design and installation details of the ceiling system ASTM A653 CS Type B steel and have a hot-dipped must be in accordance with IBC Section 1613, except as galvanized minimum protective zinc coating of G30, G60, noted in Section 4.4.3 of this report. systems classified as or G90. The steel runners have a carbon steel composition intermediate-duty are limited to use in Seismic Design that conforms to ASTM A568 and a zinc protective coating Categories A, B and C. ESR-1308 1 Most Widely Accepted and Trusted Page 3 of 14 4.4.2 Seismic Design Requirements under the UBC: lighting fixtures may also be attached to the framing Seismic design and installation details of the ceiling system members with power-driven nails having a minimum shear must be in compliance with Part III of UBC Standard 25-2. strength of 314 Ibf(1395 N) and minimum tension strength 4.4.3 BERC-2 and AL BERC-2 Clips: of 137 Ibf (609.6 N) for a No. 20/20 gage metal-to-metal connection. 4.4.3.1 Alternate Installation for Seismic Design 4.6 Partitions: Categories D, E and F: Under this installation, the main and cross runners must be rated heavy-duty and have a Partitions must be laterally supported as required by minimum simple span uniform load of 16.35 pounds per Section 13.5.8 of ASCE 7 referenced by IBC Section 1613 lineal foot(238 N/m); maximum ceiling weight permitted for or UBC Standard 25-2, Section 25.211.1, as applicable. BERC-2 clips is 4 pounds per square foot (19.5 kg/m2); 4.7 Two-hour Fire-resistance-rated Floor-ceiling maximum celling weight permitted for the AL BERC-2 clip is 2 pounds per square foot(9.75 kg/m3). The BERC-2 and Assembly: AL Berc-2 clips are used to secure the main runners and The following floor-ceiling assembly has a two-hour fire- cross runners on two adjacent walls to the structure and resistance rating (refer to Figure 5 for details): the two opposite walls to the perimeter trim, as detailed 4.7.1 Structural Beams: The structural floor beams below and shown in Figure 2. A nominally /8-inch (22 mm) supporting the floor-ceiling assembly are minimum W8x15, wall molding is used in lieu of the 2-inch(51 mm)perimeter or an equivalent-sized steel beam having a minimum supporting closure angle required by Section 13.5.6.2.2 (b) weight-to-heated-perimeter ratio,W/D,of 0.54. of ASCE 7 for Seismic Design Categories D, E and F. Except for the use of the BERC-2 and AL BERC-2 clips In accordance with Section 704.3 of the 2009 IBC, and the 7/8-inch (22 mm) wall molding and elimination of Section 714.2 of the 2006 IBC or Section 704.2.6 of the spreader bars, installation of the ceiling system must be as UBC, structural steel floor beams need not be individually prescribed by the applicable code. fire-protected when the suspended ceiling forms the protective membrane for the fire-resistance-rated The BERC-2 and AL BERC-2 clips are attached to the assembly. However, structural floor beams must be wall molding by sliding the locking lances over the hem of individually protected on all sides for the full length with the vertical leg of the wall molding (see Figure 1). The AL materials having the required fire-resistance rating, when BERC-2 clip requires an additional screw connecting the they support directly applied loads from a floor and roof or clip to the structure as shown in Figure 2. Clips installed on more than one floor, or where the required fire-resistance the walls where the runners are fixed are attached to the rating of such members is greater than two hours. runner by a sheet metal screw through the horizontal slot in the clip into the web of the runner. Clips installed on the 4.7.2 Floor Joists: Floor joists are minimum 10K1 steel walls where the runners are not fixed to the clips allow the bar joists, spaced a maximum of 24 inches (610 mm) on terminal runner end to move 3/4 inch (19.1 mm) in both center. Each joist must be welded to end supports, and directions. BERC-2 and AL BERC-2 clips installed in this must have 1/2-inch-diameter (12.7 mm) steel bar bridging manner are an acceptable means of preventing runners members welded to top and bottom chords of each joist at from spreading in lieu of spacer bars required in CISCA 3- midspan. 4, which is referenced in ASCE 7, Section 13.5.6.2.2, 4.7.3 Steel-floor Decking: The concrete deck is which is referenced in IBC Section 1613. See Figure 2. either supported by minimum No. 22 gage [0.0299 inch 4.4.3.2 Alternate Installation for Seismic Design (0.759 mm)]galvanized steel deck panels with 119/32-inch- Category C: Terminal ends of the runners are secured by deep (32.5 mm) flutes spaced 6 inches (152 mm) on attaching either the BERC, BERC-2 or AL BERC-2 clip to center, or is supported by minimum No. 20 gage [0.0359 the wall molding and attaching the runners to the clip. The inch (0.91 mm)] galvanized steel cellular panels having runners have zero clearance at the perimeter on two 3-inch-deep(76 mm)flutes. adjacent walls and 3/8-inch (9.5 mm) clearance on the When a blend of fluted and cellular steel deck panels is opposite walls, as detailed in this section and shown in used, the concrete topping thickness is measured from the Figure 3. The clip is attached to the wall molding by sliding top plane of the cellular deck panels. The steel deck the locking lances over the hem of the vertical leg of the panels must be welded to supports at 12 inches (305 mm) wall molding; the AL BERC-2 clip also requires an on center. Adjacent deck panels must be button-punched additional screw through the clip into the structure. BERC or welded together at 36 inches(914 mm)on center at side or BERC-2 or AL BERC-2 clips installed in this manner are joints. an acceptable means of preventing runners from spreading, in lieu of spacer bars required in CISCA 0-2, Where fluted and cellular floor deck panels are installed which is referenced in ASCE 7, Section 13.5.6.2.1, which end-to-end, galvanized steel angles must be tack-welded is referenced in IBC Section 1621. Except for the use of to the cellular floor deck panels in such a manner as to the BERC or BERC-2 or AL BERC-2 clip as noted above, cover the cells. installation of the ceiling system must be as prescribed by 4.7.4 Concrete Floor: The concrete floor must be a the applicable code. Maximum ceiling weight permitted is minimum of 21/2 inches (63.5 mm) thick, measured from 3.35 pounds per square foot (16.35 kg/m2) for ceiling the top of the metal deck panels, and normal-weight systems using BERC or BERC-2 clips and 2 psf (9.75 concrete with carbonate or siliceous aggregates. The kg/m ) for ceiling systems using the AL BERC-2 clip. This concrete must have a minimum density of 150 ± 3 pcf construction is equivalent to that required by CISCA 0-2, (2400 ± 48 kg/m3), and a minimum compressive strength which is referenced in ASCE 7, Section 13.5.6.2.1, which of 3,000 psi (20.7 MPa). The middle of the slab must be is referenced in IBC Section 1613. reinforced with 6x6-W1.4xW1.4 welded wire fabric. 4.5 Lighting Fixtures: 4.7.5 Suspended Ceiling Members: Lighting fixtures must be attached to the grid with clips 4.7.5.1 Main Runners: Main runners are either the complying with the ICC-ES Acceptance Criteria for 8300, 8301 or HD 8201. The main runners are 12 feet Attachment Devices for Recessed Lighting Fixtures (3657.6 mm) long and spaced a maximum of 4 feet (Luminaires) in Suspended Ceiling Systems (AC184). The (1219.2 mm)on center. The design loads for main runners ESR-1308 1 Most Widely Accepted and Trusted Page 4 of 14 must be less than or equal to the capacities shown in or 20 by 60 inches (508 by 1524 mm). The nominally Table 2. Vertical hangers, perimeter hangers, and lateral- 1-by-4-foot(305 by 1219 mm), 2-by-2-foot(610 by 610 mm) force bracing for the main runners are installed in and 2-by-4-foot (610 by 1219 mm) fixtures may include accordance with the code. The distance from the bottom vented sides for air boots and vented tops for air-return side of the floor decking to the bottom side of the main purposes. Linear air diffusers and linear air returns must be runners is a minimum of 193/4 inches (502 mm). used with nominally 20-by-48-inch (508 by 1219 mm) 4.7.5.2 Cross Runners: Cross runners are either the XL fixtures. When nominally 20-by-60-inch (508 by 1524 mm) 8200 series (Prelude Plus Fire Guard) or XL 8300 series fixtures are used, fixture stabilizers are used to supplement Tj(Prelude Fire Guard). Main runners must be located within the hanger wires-occurring at the mid-span of the 5-foot- /32 inch (0.79 mm) of the required center distances, and long(1524 mm)cross tees. this tolerance must be noncumulative beyond 12 feet When nominally 1-by-4-foot (305 by 1219 mm) fixtures (3657.6 mm). Intersecting runners must be installed to are used, the aggregate number of fixtures must not form a right angle to the supporting members. The design exceed four per 100 square feet (9.3 m2) of ceiling area. loads for cross runners must be less than or equal to the When nominally 2-by-2-foot (610 by 610 mm) fixtures are capacities shown in Table 3. A cross runner that supports used, the aggregate number of fixtures must not exceed another cross member must have a minimum uniformly five per 100 square feet (9.3 m2) of ceiling area. When distributed load capacity of 12 pounds per linear foot nominally 2-by-4-foot (610 by 1219 mm), 20-by-48-inch (175 N/m). (508 by 1219 mm), or 20-by-60-inch (508 by 1524 mm) 4.7.5.3 Hanger Wire: The suspended ceiling is fixtures are used, the aggregate number of fixtures must supported by No. 12 SWG [0.105 inch (2.7 mm) in not exceed three per 100 square feet (9.3 m ) of ceiling diameter] galvanized steel wire that is attached to the area. The fixtures must be wired in conformance with an concrete slab through the steel floor units, before concrete approved electrical code. placement, or attached to hanger clips. The hanger clips The recessed light fixture must be protected on the are minimum 0.045-inch-thick (1.14 mm), 2-inch-wide topside with acoustical ceiling tile panel material having a (51 mm), 31/2-inch-long(90 mm), galvanized steel clips that minimum thickness of 5/8 inch (15.9 mm). The panels are are hooked at one end, for attachment over the male leg of cut into pieces to form a five-sided enclosure which is steel floor units, and spaced as required for hanger wire rectangular or trapezoidal in cross section, depending attachment. upon fixture type, and which is approximately 1/2 inch Hanger wires are spaced a maximum of 48 inches (12.7 mm) longer and wider than the fixture, with sufficient (1219 mm) on center or must be located at every other depth to provide at least 1 inch (12.7 mm) of clearance main runner/cross-tee intersection, whichever dimension is between the fixture and the enclosure. The pieces are held less along main runners. Hanger wire must be located at together with 8d nails. Spacers provide the 11/4-inch all four corners of light fixtures, at mid-span of cross tees (31.7 mm) clearances when placed on top of fixtures next to 4- and 5-foot-long (1219 and 1524 mm) light located away from the ballasts. When no air-handling or fixtures and air duct outlets, and next to each main runner air-return fixtures are used, a maximum 1 /4-inch splice. Additional hanger wires are required at the mid- (31.7 mm) separation must be maintained between the span of those cross tees running parallel and nearest to long fixture protection sidepieces and the top piece. When the walls and those near the end of cut cross tees longer air supply light fixtures with air boots are used, fixtures and than 2 feet(610 mm)that abut walls. air boots must be fully enclosed except for the nominally 28-square-inch (18 064 mm2) opening needed for the 4.7.6 Acoustical Material: Acoustical lay-in ceiling connection to air-supply ducts. panels used with the suspended ceiling system are the nominal panel sizes and types shown in Table 1. Panels 4.7.9 Air Duct: Air ducts are permitted in the assembly are nominally 5/8 inch (15.9 mm) or 3/4 inch (19.1 mm) provided the ducts are constructed of minimum No.22 thick. Border panels are supported at walls by 24 MSG MSG galvanized steel and aggregate duct opening area is painted steel channels, 1 inch (25 mm)deep, with a 2-inch less than or equal to 113 square inches (72 903 mm2) per (23.8 mm) bottom flange. Optional su5pport method 100 square feet(9.2 m2) of ceiling area. The maximum air consists of BERC-2 clip at wall attached to ' /16 inch x 15/16 duct-opening dimension is 12 inches(305 mm). inch No.24 MSG painted steel channels. 4.8 8500 (Prelude SupraFine Fire Guard) Series One- 4.7.7 Hold-down Clips: Hold-down clips, produced from hour Fire-resistance-rated Roof-ceiling System: No. 24 gage spring steel, must be used for ceiling panels This exposed grid system consists of the 8500 series main weighing less than one pound per square foot. When the runners and the XL 8520 or XL 8540 cross runners, and is ceiling is composed of nominally 24-by-24-inch (610 by 610 mm), 24-by-36-inch (610 by 914 mm), or 30-by-30- part of a one-hour fire-resistance-rated floor-ceiling inch (762 by 762 mm)lay-in panels, one clip is placed over system. The rating applies to restrained and unrestrained bulbs of cross tees near cross tee midpoints. When the assemblies as described in Section 27 of ASTM E119 and ceiling is composed of 20-by-60 inch (508 by 1524mm), Section 7.141 of the UBC Standard 7-1. See Figure 4 for 36-by-36-inch (914 by 914 mm), 24-by-48-inch (610 by assembly details. General requirements in 2009 IBC 1219 mm), 30-by-60-inch (762 by 1524 mm), 36-by-60- Section 712, 2006 IBC Section 711 and UBC Section inch (914 by 1524 mm) or 48-by-48-inch(1219 mm) lay-in 710.1 must be observed. panels, two clips are placed over bulbs of each cross tee 4.9 Special Inspection: near cross tee quarter-points. One leg of each clip is cut off In jurisdictions adopting the IBC, suspended ceilings in when placement is over bulbs of cross tees adjacent to the Seismic Design Categories D, E and F are subject to long side of light fixtures. periodic special inspections during the anchorage of 4.7.8 Recessed Light Fixtures: Fluorescent-lamp-type, suspended ceiling systems in accordance with the steel housing fixtures can be used in the fire-resistance- requirements of IBC Section 2506.2.1 and Section rated assembly, provided the fixtures measure 1 by 4 feet 13.5.6.2.2 (h)of ASCE 7. The special inspector must verify (305 by 1219 mm), 2 by 2 feet (610 by 610 mm), 2 by 4 that the ceiling system is as described in this report, and feet(610 by 1219 mm), 20 by 48 inches(508 by 1219 mm) complies with the installation instructions in this report. ESR-1308 1 Most Widely Accepted and Trusted Page 5 of 14 5.0 CONDITIONS OF USE 5.9 In jurisdiction enforcing the UBC, ceiling access must The Suspended ceiling systems described in this report comply with Footnote 4 to Table 16-B of the UBC. in comply with, or are suitable alternatives to what is areas enforcing the IBC, the systems are limited to specified in, those codes listed in Section 1.0 of this report, ceilings not considered accessible in accordance with subject to the following conditions: Item 32 of IBC Table 1607.1, titled Minimum 5.1 The ceiling suspension main runners, cross runners, Uniformly Distributed Live Loads and MinimumConcentrated Live Loads. and BERC, BERC-2 and AL BERC-2 clips must be fabricated and installed in accordance with this report 5.10 The supporting construction for the ceiling system has and the manufacturer's published installation not been evaluated and is outside the scope of this instructions. In the event of a conflict between the report. The code official must approve the floor or roof manufacturer's installation instructions and this report, construction supporting the suspended ceiling this report governs. system. 5.2 Design loads and spans of main and cross runners 5.11 The ceiling systems recognized in this report have must comply with Tables 2 and 3 of this report. been evaluated for use in interior applications. 5.3 Suspended ceiling systems must be designed in Exterior applications are outside the scope of this accordance with ASCE 7 Section 13.5.6 or UBC report. Standard 25-2, Section 25.211.1, as applicable. The 5.12 Lay-in ceiling panels must be justified to the documents must be prepared by a registered design satisfaction of the code official as complying with the professional where required by statutes of the interior finish requirements of Chapter 8 of the jurisdiction in which the project is to be constructed. applicable code. 5.4 In jurisdictions adopting the IBC, periodic special 6.13 The electrical safety of the EAC main runners is inspections must be provided in accordance with outside the scope of this report. EAC main runners Section 4.9 of this report and ASCE 7, Section must be installed in accordance with the applicable 11A.1.3.9, Item 2, as required in ASCE 7, Section provisions of the National Electrical Code. 13.5.6.2.2, Item h. A statement of special inspection 6.0 EVIDENCE SUBMITTED must be provided as required in IBC Section 1705.3, Acceptance 6.1 Data in accordance with the ICC-ES Acce Item 4.3. p 5.5 In jurisdictions adopting the IBC, for Seismic Design Criteria for Suspended Ceiling Framing Systems (AC368),dated February 2012. Category C, D, E or F, a quality assurance plan complying with ASCE 7 Section 11A, must be 6.2 Reports of fire-resistance tests in accordance with submitted to the code official. ASTM E119(UBC Standard 7-1). 5.6 The ceiling framing systems must not be used to 6.3 Reports of comparative seismic qualification tests in provide lateral support for walls or partitions, except accordance with the ICC-ES Acceptance Criteria for as provided for in ASCE 7, Section 13.5.8.1. Seismic Certification by Shake-table Testing of 5.7 In jurisdictions adopting the IBC, the ceiling systems Nonstructural Components (AC156), dated October Must be braced to resist seismic forces as determined 2010. from Section 1613 of the IBC. In jurisdictions adopting 7.0 IDENTIFICATION the UBC, the suspended ceiling systems must be Cartons of framing members, clips and accessories are braced to resist seismic forces as determined from identified with the name and address of Armstrong World Table 16-0 of the UBC and Section 25.210 of UBC Industries, Inc.; the acronym "WAVE"; number Standard 25-2. designations specifying gage of steel, depth of section and 5.8 In jurisdictions adopting the UBC, the ceiling systems length; and the evaluation report number(ESR-1308). must not be installed in areas subject to severe environmental conditions as described in Section 25.204.3 of UBC Standard 25-2. TABLE 1—ACOUSTICAL MATERIALS ACOUSTICAL PANEL SIZE(inches) ACOUSTICAL MATERIAL TYPE' STEEL FLOOR DECK PANEL TYPE 20 by 60 P(S OR P)OR PC(S) F,C or B 20 by 60 P(S OR P)OR PC(S) F or 131 24 by 24 BF(S) F,C or B 24 by 24 BF(S) F 24 by 24 or 36 P(S) F,C or B 24 by 24 or 36 PC(S) C or B 24 by 24 or 36 P(S) F 24 by 48 or 60 P(S OR P)OR PC(S) F,C or B 24 by 48 or 60 P(S OR P)OR PC(S) F or B1 30 by 30 P(S) F,C or B 30 by 30 PC(S) C or B 30 by 30 P(S) F 30 by 60 P(S)OR PC(S) F,C or B 36 by 36 PC(S) F,C or B 36 by 36 PC(S) F or 61 36 by 60 PC(S) F,C or B 48 by 48 PC(S) F.C or B For SI: 1 inch=25.4 mm. z(S)=surface perforations,(P)=through perforations. (F)=all fluted steel deck panels,(C)=all cellular steel floor deck panels,(B)=any blend of fluted and cellular floor deck panels,(131)=blend of one cellular floor deck panels and one or more fluted deck panels. ESR-1308 1 Most Widely Accepted and Trusted _ Page 6 of 14 TABLE 2-DIMENSIONS AND ALLOWABLE LOADS FOR MAIN RUNNERS CATALOG NOTE TYPE LENGTH METAL MAXIMUM ALLOWABLE NUMBER (SEE FIGURE 1) (inches) THICKNESS SPAN LOADS (inch) (feet) Simple Span Uniform Load (lb./lin.ft.) 6100 1 M 144 0.013 4 12.6 6101 1 M 144 0.019 4 16.79 6121A 1 M 144 0.019 4 16.79 6127A 1 M 120 0.019 4 16.79 6132 1 M 132 0.019 4 16.79 6195A 1 M 126 0.019 4 16.79 6500B 5 P 144 0.015 4 15.92 6501 1,5 P 144 0.018 4 19.42 AI7200 1 B 144 0.021 3 13.47 SS 7200 3 B 144 0.015 4 12.23 7300 1 A 144 0.010 4 13.5 7301 1 A 144 0.015 4 16.73 7302 1 A 120 0.010 4 13.5 7305 1 A 140 0.010 4 13.5 7306 1 A 132 0.015 4 17.25 7307 1 A 126 0.015 4 17.25 7500 1 H 144 0.013 4 12.75 7501 1 H 144 0.018 4 16.86 7502 1 H 120 0.013 4 12.38 7504 1 H 120 0.018 4 16.28 7507 1 H 144 0.018 4 16.28 7508 1 H 132 0.018 4 16.28 7509 1 H 126 0.018 4 16.28 DC750112 1 N 144 0.019 4 16.83 DC750110 1 N 120 0.019 4 16.83 DC750108 1 N 96 0.019 4 16.83 DC750106 1 N 72 0.019 4 16.83 750106 1 N 72 0.019 4 16.83 7600 1 K 144 0.013 4 13.10 76008 1 L 144 0.013 4 13.10 7601 1 K 144 0.017 4 16.35 76018 1 L 144 0.017 4 16.35 7602 1 K 120 0,017 4 13.10 76028 1 L 120 0.013 4 13.10 7603 1 K 144 0.013 4 12.28 76038 1 K 144 0.013 4 12.28 7604 1 K 120 0.017 4 16.35 76048 1 L 120 0.017 4 16.35 7605 1 K 120 0.017 4 16.35 76058 1 L 120 0.017 4 16.35 7606 1 K 120 0.013 4 13.07 76068 1 L 120 0.013 4 13.07 7607 1 K 120 0.013 4 12.8 7612 1 K 144 0.018 4 16.48 76128 1 K 144 0.018 4 16.48 DC760112 1 O 144 0.015 4 16.44 DC760110 1 O 120 0.015 4 16.44 DC760108 1 O 96 0.015 4 16.44 DC760106 1 O 72 0.015 4 16.44 760106 1 O 72 0.015 4 16.44 EA7900 5 Q 144 0.026 4 12.26 EA7903 5 R 144 0.022 4 16.74 ES7901 5 Q 144 0.015 4 18.33 HD 8201 1,HD A 144 0.015 4 16.73 8300 1 A 144 0.010 4 13.5 8301 1 A 144 0.015 4 16.73 8500 1 H 144 0.013 4 13.31 8501 1 H 144 0.018 4 16.86 For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 Ib./lin.ft.=14.6 N/m,1 lb.=4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at mid-span 5 = Polyurethane filled upper bulb/polyurethane coated lower flange HD = Hot-dipped galvanized finish ESR-1308 ( Most Widely Accepted and Trusted Page 7 of 14 TABLE 3-DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS CATALOG NOTE TYPE LENGTH METAL MAXIMUM SIMPLE SPAN NUMBER (inches) THICKNESS SPAN UNIFORM (inch) (feet) LOAD (lb./lin.ft.) 6100 Series XL 6110 2 M 12 0.013 1 66.89 XL6161 2 M 21 0.013 1.75 XL 6120 2 M 24 0.013 2 66.89 XL 6167 2 M 27 0.013 2.25 49.32 XL 6170 2 M 30 0.013 2.5 38.8 XL 6162 2 M 42 0.013 3.5 20 XL 6140 2 M 48 0.013 4 12.6 XL 6164 2 M 54 0.013 4.5 9.2 XL 6150 2 M 60 0.013 5 5.8 XL 6190 2,4 M 72 0.013 4 12.6 XL 6180 2,4 M 96 0.013 4 12.6 6500 Series XL6521 5 24 0.014 2 42.00 XL6541 5 48 0.014 4 15.88 7100 Series XL 7128 1 E 24 0.010 2 33 XL 7148 1 E 48 0.010 4 6 AL 7200 Series XLAL7220 2 B 24 0.021 2 44.45 XLAL7240 2 B 48 0.021 4 6.33 SS 7200 Series XLSS7220 3 B 24 0.015 2 61.66 XLSS7240 3 B 48 0.015 4 10.4 7300 Series XL 7318 2 D 12 0.009 1 36.00 XL 7398 2 D 18 0.009 1.5 36.00 XL 7368 2 D 20 0.009 1.67 36.00 XL 7328 2 D 24 0.009 2 36.00 XL 7320 2 A 24 0.011 2 61.33 XL 7378 2 D 30 0.009 2.5 16.54 XL 7330 2 D 36 0.010 3 20.83 XL 7348 2 D 48 0.009 4 6.78 XL 7342 2 C 48 0.009 4 7.80 XL 7340 2 A 48 0.010 4 12.25 XL 7341 2 A 48 0.015 4 16.89 XL 7357 2 A 60 0.015 5 7.61 XL 7358 2 A 60 0.015 5 7.61 XL 7390 2 A 72 0.010 6 3.3 XL 7390 2,4 A 48 0.010 4 12.24 XL 7380 2 A 96 0.010 8 1.57 XL 7380 2,4 A 96 0.010 4 12.12 7500 Series XL 7510 1 H 12 0.010 1 51.83 XL 7561 1 H 21 0.010 1.75 51.83 XL 7560 1 H 20 0.010 1.67 51.83 XL 7520 1 H 24 0.010 2 51.83 XL 7567 1 H 27 0.010 2.25 28.67 XL 7570 1 H 30 0.010 2.5 28.67 XL 7530 1 H 36 0.010 3 21.03 XL 7562 1 H 42 0.010 3.5 12.67 XL 7540 1 H 48 0.010 4 10.34 XL 7541 1 H 48 0.013 4 12.73 XL 7549 1 H 48 0.018 4 16.42 XL 7564 1 H 54 0.010 4.5 6.72 XL 7558 1 H 60 0.013 5 5.8 XL 7590 1,4 H 72 0.013 4 12.73 XL 7580 1,4 H 96 0.013 4 12.73 For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 Ib./lin.ft.= 14.6 N/m, 1 lb.=4.44 N. ESR-1308 I Most Widely Accepted and Trusted Page 8 of 14 TABLE 3-DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS CATALOG NOTE TYPE LENGTH METAL MAXIMUM SIMPLE NUMBER (inches) THICKNESS SPAN SPAN (inch) (feet) UNIFORM LOAD (lb./lin.ft.) 7600 Series XL 7610 1 1 12 0.015 1 71.66 XL 7660 1 1 20 0.015 1.67 71.66 XL 7620 1 1 24 0.015 2 71.66 XL 7670 1 1 30 0.015 2.5 39.86 XL 7640 1 1 48 0.015 4 13.53 XL 7646 1 1 48 0.015 4 13.21 XL 7645 1 1 48 0.015 4 12.85 XL 7650 1 1 60 0.015 5 6.09 XL 7655 1 1 60 0,015 5 5.71 XL 7657 1 1 60 0.015 5 5.90 XL 7690 1,4 K 72 0.013 4 12.59 XL 7680 1,4 K 96 0.013 4 12.59 76008 Series XL76108 1 J 12 0.015 1 69.69 XL 76608 1 J 20 0.015 1.67 69.69 XL 76208 1 J 24 0.015 2 69.69 XL 76708 1 J 30 0.015 2.5 47.76 XL 76408 1 J 48 0.015 4 14.11 XL 76468 1 J 48 0.015 4 13.01 XL 76458 1 J 48 0.015 4 12.6 XL 76508 1 J 60 0.015 5 9 XL 76558 1 J 60 0.015 5 7 XL 76578 1 J 60 0.015 5 7 XL 76908 1,4 L 72 0.013 4 12.6 XL 76808 1,4 L 1 96 1 0.013 1 4 1 12.6 EA7900 Series EA 7920 5 Q 24 0.026 2 66.62 EA 7940 5 Q 48 0.026 4 15.32 EA7903 Series EA 7927 5 R 24 0.022 2 60.55 EA 7947 5 R 48 0.022 4 17.66 ES7901 Series ES 71 5 Q 1 24 0.015 2 60.83 ES 7940 5 Q 48 0.015 4 16.83 XL8200 Series XL 8223 2,HD B 24 0.013 2 38.63 XL 8240 2,HD B 48 0.013 4 12.75 8300 Series XL 8313 2 D 12 0.009 1 45.4 XL 8323 2 D 24 0.009 2 40.45 XL 8320 2 A 24 0.011 2 61.33 XL 8378 2 A 30 0.011 2.5 20.84 XL 8330 2 A 36 0.011 3 23.11 XL 8340 2 A 48 0.011 4 12.25 XL 8341 2 A 48 0.015 4 16.89 XL 8357 2 A 60 0.015 5 7.47 XL 8358 2 A 1 60 1 0.015 1 5 7.53 8500 Series XL 8520 1 H 24 0.013 2 58.5 XL 8540 1 H 48 0.013 4 12.73 For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 Ib./lin.ft.=14.6 N/m, 1 lb.=4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at midspan 5 = Polyurethane filled upper bulb/polyurethane coated lower flange HD = Hot-dipped galvanized finish ESR-1308 ( Most Widely Accepted and Trusted _ Page 9 of 14 e ! 4 153 13 34 � 43 E \_ 9C 64 64 15 15 is I` ib l TYPE A TYPE g TYPE C 3 ? 3 a 32 3? 13 64 1 116 18 L Ll — 1 5 16 16 TYPE D TYPE E TYPE F I It 4 37 J U ! 90° 14 64 ,63 s64 16 I a TYPE G TYPE H TYPE I FIGURE 1—RUNNER PROFILES ESR-1308 Most Widely Accepted and Trusted Page 10 of 14 t D" i �« 14 1 19 64 � 9 -�- IV 1 j 64 �� 3 Y4" m, d� 3 TYP M TYPEN TYPED 4 .,, . 4 ,... ,,._. i P . . 4 311 2fl 4 1 �1. .. 16 16 � 1/31f TYPE P TYPE Q TYPE R FIGURE 1—RUNNER PROFILES(Continue(l) ESR-1308 ( Most Widely Accepted and Trusted Page 11 of 14 r % f to �=�, •,.// I ;� , \ / , �i /ice •1. . ,'\````°'�,,.; � �%��e°" d1`�'`.`Q:h�` Y �a BERC 2 orrION 13ERC: FIGHT WALL. CLEARANCE WALL i TIGHT WALL IN SL S'I ALLATION IN 'AL.L.A'FION INSTALLATION (I.'NATTAC HED WALL) �(A-T^I^:^4'tCHED WALL) (ATI"ACHED WALL) —........ ._.._.._ ....... __.._..._. RA RI �....:: .._.... ^{ _._._. ......... ......... `\ Di L) CJ C'J o 0 0 � IK)P I21V1:1" ..• 5C'RL W I I(I f t LNLll 11 RtUtl(il I MAIN RUNNI.IL W I:It L __� UI'I'IUNAL RI;S fRil f INl U'.I 1 12\iIUN f120M N M.I.MUI DING ALUMINUM DLI(C 2 ALIINIINUM ULRC 'i'1(;I11 WAI.i, CI.I ARAIvCI..WiV.i. / INSIAHAI'I (A'17A('lIF.D WALL.) I (UNATi'nC'HED WALL i 1 [ a'ajG�`av�`�. b C ,�� � � vi�gE •.. C U~ �°ah{ NOTE:ALUMINUM BF.RC'2 `kz� "" NUu:ALUMINUM HE.RC2 ai. ; ItEQUIRi.SADDffIONAI. •�'`.,��Ua RE.QUIRS ADDI'110NAi. SC'I(liW 11IRUU(iII CLIP >g SCI�GW',,—uCtI C'UP AND WALL MUI.D1 1 � AND WALL MOLDINU a FIGURE 2—SERC-2 AND AL BERC-2 CLIPS ESR-1308 { Most Widely Accepted and Trusted __ _ Page 12 of 14 .rr r' �A . BERC BERC OPTION CLEARANL"E WALL TIGHTWA.LL TIGHT WALL INSTALLATION INSTALLATION INSTALLATION <UNATTACHED WALL) (ATTACHED WALL) (ATTACHED WALL) o� U o a {?o Co � o ooT o00000(J0 0 0 0 0 0 ` i..................POP RNET Sf.NEm TIGNIEIIEn rmpouGN+MIN WriN L'R wEl NESTRILTM sEPNE 1IOn Ma,WALL xGLDING FIGURE 3—BERC CLIP ESR-1308 I Most WidelyA/c�cepted and Trusted Page 13 of 14 =7^ R B t�J b t For SI:1 inch=25.4 mm,1 foot=304.8 mm, 1 psf=4.88 kg/m2, 1 gallon=3.81 L, 1 sq.ft.=0.0929 m2, 1 psi=6.89 kPa,1 Ibm=0.45 kg, 1 sq.in.=645.16 mm2. 1. Roof Covering:Roof covering consisting of hot-mopped or cold application materials compatible with insulation(s)described in Item 2 that provide Class A,B or C coverings. 2. Roof Insulation—Mineral and Fiber Boards:The boards must comply with ASTM C612,Type 1A or 1 B;24-by-48-inch minimum size, maximum size 48 by 96 inches,to be applied in six layers.Boards to be installed perpendicular to gypsum wallboard direction,with end joints staggered 2 feet in adjacent rows.Each layer of board must be offset,in both directions,from layer below a minimum of 12 inches in order to lap all joints.Minimum board thickness is 1 inch(No limit on maximum overall thickness.) 3. Sheathing Material(Optional):Vinyl film vapor barrier,applied with adhesive to the gypsum wallboard.Adjacent sheets overlapped 2 inches. 4. Gypsum Sheathing:Water-resistant core gypsum sheathing complying with ASTM C79.Supplied in sheets nominally 2 by 4 feet to 4 by 12 feet,by nominal /6 inch thick.Minimum weight is 2.0 psf.Applied perpendicular to the steel roof deck direction with adhesive,or laid loosely.End joints to occur over crests of steel roof deck,with end joints staggered 2 feet in adjacent rows. 5. Steel Roof Deck:Minimum 0.019-inch-thick(26 gage),minimum 1-inch-deep,minimum 25-inch-wide,painted or galvanized,fluted steel deck.Flutes must be approximately 4 inches on center,crests approximately 2:/4 inches wide.As an alternate,02-inch-deep,minimum 18-inch-wide fluted galvanized steel deck is permitted.Minimum 0.029-inch-thick(22 gage)flutes must be 6 inches on center,crest width ranging from 31/2 to 5 inches.Deck must be welded to supports with welding washers spaced 12 inches on center.Side lap joints of adjacent units welded or secured together with No.12 by'/2-inch self-drilling,self-tapping steel screws midway between steel joists. 6. Fasteners: A. Adhesive(Optional): BMCA Insulation Products Inc.:May be applied between crests of steel roof deck and gypsum sheathing in '/2-inch-wide ribbons,8 inches on center,at 0.4 gallon per 100 square feet.May also be applied in'/2-inch-wide ribbons,6 inches on center,at 0.4 gallon per 100 square feet,between gypsum sheathing and vapor barrier,and between gypsum boards and roof insulation when vapor barrier is omitted.May also be applied at the same rate between layers of roof insulation. B. Mechanical Fastener:(Not shown)Any steel nail or steel clip designed for the purpose may be used to attach one or more layers of insulation to steel roof deck(through gypsum sheathing).The gypsum sheathing may also be attached directly to the steel roof deck with the mechanical fasteners. C. Hot Asphalt or Coal Tar Pitch:(Not shown)May be used as an alternate to adhesive between layers of roof insulation,at a rate not to exceed 35 pounds per 100 square feet. 7. Steel Joists:Type 10J4 or 12K1 minimum size.10K1 size may be used when limited to a span of 12 feet 0 inches,maximum.As an alternate,any LH Series steel joists spanning no greater than 60 feet may be used.For spans greater than 60 feet,LH Series joists may be used,provided their vertical deflection under total load must not be greater than'/244 of the joist span. 8. Bridging:Steel bars,'/2 inch in diameter,welded to top and bottom chords of each joist. 9. Cold-rolled Channels:Number 16 MSG cold-rolled steel channels, 11/2 inches deep with 9/16-inch flanges must be placed on lower chord of joists and secured with 18 SWG galvanized steel wire. Installed perpendicular to joists,the channels must be located as required to provide hanger wire attachment points. When steel joists are spaced more than 5 feet on center,two cold-rolled channels must be placed back to back and tied together with a double strand of 18 SWG galvanized steel wire at 24 inches on center.The double channels installed perpendicular to the joists and spaced a maximum of 48 inches on center may be placed on top of the joists'bottom chord and tied to each joist with a double strand of 18 SWG galvanized steel wire,or suspended below the joists with 12 SWG galvanized steel wire wrapped around the cold-rolled channels and with the other end wrapped around the bottom chord of the joists. FIGURE 4-8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY ESR-1308 I Most Widely Accepted and Trusted Page 14 of 14 10. Hanger Wire: Nurnber 12 SWG galvanized wire must be twist-tied to steel joists or cold-rolled steel channels.When the ceiling consists of norninal 24-by-24-inch panels or 24-by-48-inch panels,hanger wires must be spaced a maximurn of 48 inches on center on main runners adjacent to cross tee intersections.Hanger wires must occur at all four corners of light fixtures,at rnidspan of cross tees adjacent to 4-foot light fixtures and air duct outlets,and adjacent to each rnain runner splice.When the ceiling consists of nominal 20-by-60-inch panels,hanger wires must be spaced 40 inches on center along main runners,and one wire must occur at each corner of light fixtures,at midspan of all cross tees,and adjacent to each main runner splice. 11. Air Duct: Minimum 0.019-inch-thick(26 gage)galvanized steel.Total area of duct openings must not exceed 576 square inches per each 100 square feet of ceiling area.Area of individual duct openings must not exceed 576 square inches.Maximum opening dimension is 18 inches. Inside and outside faces of duct throat must be protected with'/16-inch-thick ceramic fiber paper,laminated to the metal. Maximum dimension of opening is 30 inches.Duct supported by 11/2-inch-deep,minimum 0.053-inch-thick(16 gage)cold-rolled steel channels spaced not over 48 inches on center,suspended by No. 12 SWG galvanized steel wire. 12. Damper: Minirnum 0.056-inch-thick(16 gage)galvanized steel,sized to overlap duct opening a minimum of 2 inches.Protected on both sides with'/16-inch-thick ceramic fiber paper,laminated to the metal,and held open with a fusible link. 13. Fixtures,Recessed Light: Fluorescent-lamp-type steel housing,nominally 2 by 4 feet or 20 by 60 inches in size.Fixtures must be spaced so their total area does not exceed 24 square feet per each 100 square feet of ceiling area.When 20-by-60 inch fixtures must be used,fixture stabilizers formed from No. 16 gage steel channels,must be used in addition to the hanger wires at midspan of the cross tees.Fixture must be wired in conformance with the National Electrical Code.Fixture and ballasts must be considered for ambient temperature conditions before installation. 14. Fixture Protection—Acoustical Material—Armstrong World Industries,Inc.:Type 5/8-inch P(S)or 5/8-inch PC(S)is cut to form a five-sided enclosure,trapezoidal in cross section,approximately'/Z inch longer and wider,and 5/8 inch higher,than the light fixture housing.For 2-by-4-foot fixtures,the protection consists of a 233/4-by-473/4-inch top piece,two 57/8-by-47/4-inch side pieces,and two 41/2-by-233/4-inch end pieces.For 20-by-60-inch fixtures,the protection consists of a nominal 20-by-60-inch top piece,two nominal 6-by- 60-inch side pieces,and two nominal 41/2-by-20-inch end pieces.The top edge of each fixture protection side piece may be provided with a 1-inch-deep-by-maximum-20-inch-long notch near its midpoint.The side and top pieces must be laid in place and the end pieces must be held in place with three 8d nails spaced 8 inches on center.(S)-Surface perforations. 15. Steel Framing Members—Armstrong World Industries,Inc.:Type 8500 systems with a 15/18-inch-wide flange grid must be used.Main runners,nominally 12 feet long,must be spaced 4 feet on center.Cross tees,nominally 4 feet long,must be installed perpendicular to main runners and spaced 2 feet on center.Cross tees,nominally 2 feet long,must be installed perpendicular to 4-foot cross tees and spaced 4 feet on center.Grid modules containing light fixtures must employ a fixture-centering clip at each corner.The No.24 gage electrogalvanized steel clip is nested on the flange of the intersecting grid tees,has two 17/18-inch-long legs with their sides perpendicular to each other,and has a U-shaped return at the top of each leg for engaging over the bulb of the intersecting grid tees. 16. Acoustical Material:Nominal 24-by-24-inch or-48-inch lay-in panels.Border panels must be supported at walls by minimum 0.016-inch- thick(26 gage)painted steel angles with'/8-inch legs;or,minimum 0.016-inch-thick(26 gage)painted steel channels, 11/8 inches deep with'/a-inch flanges. 17. Hold-down Clips:(Not shown)Number 24 MSG spring steel,placed over cross tees at 2 feet on center. FIGURE 4-8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY(Continued) - � 6 � I 8" ZX 7 8 t i r1 L � t t 13�1s" rx w, 10 12 !7 IO 1 1. Beam: 2. Normal-weight Concrete 3. Welded Wire Fabric 4. Steel Form Units 5. Steel Joists 6. Bridging 7. Hanger Wire 8. Air Duct 9. Damper:No. 16 MSG minimum galvanized steel,sized to overlap duct opening 2 inches,minimum.Protected on both sides with 1/1e-inch-thick ceramic fiber paper laminated to the metal with adhesive and held open with a listed fusible link. 10. Fixtures,Recessed Light 11. Fixture Protection—Batts and Blankets 12. Steel Framing Members—Worthington Armstrong Venture 13. Acoustical Material 14. Hold-down Clips(Not illustrated) For SI: 1 inch=25.4 mm. FIGURE 5—TWO-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY(REFER TO SECTION 4.6 OF THIS REPORT) RECYCLED CONTENT FISSURED TM - $ iimh Square Lay-in & Tegular - medium texture Calculate LEED contribution at armstrong.com/greengenie DCATION DEPENDENT KEY SELECTION ATTRIBUTES TYPICAL APPLICATIONS Economical Utility rooms Directional fissured image . Discount stores COLOR Fissured Angled Tegular with Preludes 15/16''suspension system(Pg.259) white VISUAL SELECTION PERFORMANCE Dots represent high level of performance. c mE ti io y u� J N c a of Suspension chi LL , g a y w w a s rL N Edge Detail Dwg. Item Dimensions Profile Pgs.273-277 No. (Inches) NRC CAC wW �25 3 No.of FISSURED Square Lay-in ID UL Classified Yes Years 15/16" 1 756 24 x 24 x 5/8" ❑ 0.55 30 Class 0.81 — Std • Std Std • 1 Square Lay-in A 1 896 24 x 24 x 5/8" ❑ 0.55 35 Fire 0.81 Std • Std Std • 1 Guard 1 755 24 x 48 x 5/8" 0.55 30 Class 0.81 — Std • Std Std • 1 A 895 24 x 48 x 5/8" 0 0.55 35 Fire 0.81 — Std • Std Std • 1 Guard Other W:12"-30"/L:18"-72" 0.55 35 Class 0.81 — Std • Std Std • 1 Sizes 5/8"thick A FISSURED Tegular 15/16" 11 705 24 x 24 x 5/8" El 30 Class 0.81 — Std • Std Std • 1 Angled Tegular A 11 815 24 x 24 x 5/8" ❑ 0.55 35 Fire 0.81 — Std • Std Std • 1 Guard Other W:12"-30"/L:18"-72" 0.55 35 Class 0.81 — Std • Std Std • 1 Sizes 5/8"thick A SUSPENSION SYSTEMS _ 15/16" Prelude® ■ Prelude XL"Fire Guard PHYSICAL DATA Material VOC Emissions Weight;Square Feet/Carton Wet-formed mineral fiber Third party certified compliant with California Department 705—0.69 Ibs/SF;64 SF/ctn .. Surface Finish of Public Health CDPH/EHLB/Standard Method Version 1.1, 755—0.66 Ibs/SF;96 SF/ctn -applied latex paint 2010.This standard is the guideline for low emissions 756—0.67 Ibs/SF;64 SF/ctn Factor y in LEED,CalGreen Title 24,ANSI/ASHRAE/USGBC/IES 815—1.08 Ibs/SF;4B SF/ctn .. Fire Performance Standard 189;ANSI/GBI Green Building Assessment 895,896—1.09 Ibs/SF;64 SF/ctn ASTM E84 and CAN/ULC S102 surface burning Protocol. Minimum Order Quantity characteristics.Flame Spread Index 25 or less. Insulation Value 1 carton,excludes other sizes Smoke Developed Index 50 or less.(UL labeled) 755,756,895,896— Metric Items Available Fire Guard'":A fire resistive ceiling when used R Factor—1.5(BTU units) 756M,896M,755M,895M,705M in applicable UL assemblies R Factor—0.26(Watts units) Metric items are subject to extended ASTM E1264 Classification 705,815— lead times and minimum quantities. Type III,Form 2,Pattern C D R Factor—1.6(BTU units) Contact your representative for Fire Class A R Factor—0,28(Watts units) more details. Techl-ioeW'/1 877 ARMSTRONG LEED°is a registered trademark of the U.S.Green Building Council 0 armstrong.com/Commceilings All other trademarks used herein are the property of AWI Licensing /��� (Search:fissured) Company and/or its affiliates ®2013 AWI Licensing Company (mstrong, BPCS-3030-813 Printed in the United States of America I -ES ICC-ES Evaluation Report ESR-1308 CBC Supplement Reissued October 1, 2013 This report is subject to renewal December 1, 2014. ,vyww.icc-e &j,,n� 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) 101 LINDENWOOD DRIVE, SUITE 350 MALVERN,PENNSYLVANNIA 19355 (610)722-1218 www.arrnstrong.com jikeliy a armstrong.com EVALUATION SUBJECT: FIRE-AND NONFIRE-RESISTANCE-RATED SUSPENDED CEILING FRAMING SYSTEMS ADDITIONAL LISTEE: ARMSTRONG WORLD INDUSTRIES, INC. POST OFFICE BOX 3001 LANCASTER, PENNSYLVANNIA 17604 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code(CBC) Properties evaluated: ■ Interior finish ■ Fire resistance ■ Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the fire-and nonfire-resistance-rated suspended ceiling framing systems described in master report ESR-1308, comply with the CBC, when design and installation are in accordance with the master evaluation report with modifications as follows: Modify Section 3.2 (Hanger Wire) as follows: Hanger wire for suspended ceilings framing members, and fixtures, must comply with ASTM C636 as referenced in CBC Sections 808, 1615.10.13 and 1615A.1.16; and with Section 13.5.6 of ASCE 7 as referenced in CBC Sections 1613, 1615.10.13, 1615A.1.16 and 2506.2.1; and with ASTM E580 as referenced in CBC Sections 1615.10.13 and 1615A.1.16, as applicable. Modify Section 4.1 (General)as follows: The suspended ceiling framing system must be installed in accordance with this report and the manufacturer's published installation instructions. The suspended ceiling framing system must be installed in accordance with Section 13.5.6 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and CBC Section 808.1, and modified by CBC Sections 1615.10.13 and 1615A.1.16, as applicable. Modify Section 4.4.1 (Seismic Design Requirements under the CBC) as follows: Seismic design and installation details of the ceiling system must be in accordance with Section 13.5.6 of ASCE 7 as referenced in CBC Sections 1613 and 1613A, and modified by CBC Sections 1615.10.13 and 1615A.1.16, as applicable, except as noted in Section 4.4.3 of this report. Systems classified as intermediate-duty are limited to use in Seismic Design Categories A, B and C. IQ'-h'S l:vuhnniurr Reports are not tube c onstrued us representing aesthetics or any other unrihirtes riot specifieul/v addressed,nor ore ilici,ru he construed .w cis un endor.crnwru of the subject o/!he report or a reconnnendation for its use.There is no warranty by ACC Evaluation Service,/d,C,express or wq;hec/,us a�EYq ro unrfirnlint;or other ruauer in this report,or as to unv product cnven•ed hi die report. en=:w,�u f4UL4'4J%Cp_ ax Copyright©2013 Page 1 of 2 ESR-1308 ( Most Widely Accepted and Trusted Page 2 of 2 Modify Section 4.4.3.1 (Alternate Installation for Seismic Design Categories D, E and F) as follows: Under this installation, main and cross runners must be rated heavy-duty and have a minimum simple span uniform load of 16.35 pounds per lineal foot(238 N/m); maximum ceiling weight permitted is 4 pounds per square foot(19.5 kg/m2). The BERC-2 and AL BERC-2 clips are used to secure the main runners and cross runners on two adjacent walls to the structure and the two opposite walls to the perimeter trim, as detailed below and shown in Figure 2 of the master report. A nominally 7/8-inch- wide (22 mm) wall molding is used in lieu of the 2-inch-wide (50.8 mm) perimeter supporting closure angle required by Section 13.5.6.2.2 of ASCE 7 and Section 5.2.2 of ASTM E580 for Seismic Design Categories D, E and F. Except for the use of the BERC-2 and AL BERC-2 clips and the nominally 7/8-inch-wide (22 mm) wall molding and the elimination of spreader bars, installation of the ceiling system must be as prescribed by the applicable code. The BERC-2 clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding, and the AL BERC-2 clip requires an additional screw through the clip into the structure. Clips installed on the walls where the runners are fixed are attached to the runner by a sheet metal screw through the horizontal slot in the clip into the web of the runner. Clips installed on the walls where the runners are not fixed to the clips allow the terminal runner end to move 3/4 inch (19.1 mm) in both directions. BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in CISCA 3-4 and ASTM E580. CISCA 3-4 is referenced in ASCE-7, Section 13.5.6.2.2, which is referenced in CBC Sections 1613 and 1613A. ASTM E580 is referenced in CBC Sections 1615.10.13 and 1615A.1.16. Modify Section 4.4.3.2 (Alternate Installation for Seismic Design Category C) as follows: Terminal ends of the main and cross runners are secured by attaching the BERC or BERC-2 clips to the wall molding and attaching the runners to the clip. The runners have zero clearance at the perimeter on two adjacent walls and 3/8 inch (9.5 mm) of clearance on the opposite walls, as detailed in this section and shown in Figure 3 of the master report. The clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding. BERC or BERC-2 or AL BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in CISCA 0-2 and Section 4.2.5 of ASTM E580. CISCA 0-2 is referenced in ASCE-7, Section 13.5.6.2.1, which is referenced in CBC Sections 1613 and 1613A. ASTM E580 is referenced in CBC Sections 1615.10.13 and 1615A.1.16. Except for the use of the BERC or BERC-2 or AL BERC-2 clip as noted above, installation of the ceiling must be as prescribed by the applicable code. Maximum ceiling weight permitted is 3.35 pounds per square foot(16.35 kg/m2). This construction is equivalent to that required by CISCA 0-2 and Section 4 of ASTM E580. Modify Section 4.5(Lighting Fixtures)as follows: Lighting fixtures must be installed in accordance with Section 13.5.6 of ASCE 7 as referenced in CBC Sections 1613, 1613A, 1615.10.13 and 1615A.1.16, as applicable. Lighting fixtures may also be attached to the grid with clips complying with the ICC-ES Acceptance Criteria for Attachment Devices for Recessed Lighting Fixtures (Luminaires) in Suspended Ceiling Systems (AC184). The lighting fixture may also be attached to the framing members with power-driven nails having a minimum shear strength of 314 Ibf (1395 N) and minimum tension strength of 137 Ibf(609.6 N)for a No.20/20 gage metal-to-metal connection. Modify Section 4.6(Partitions)as follows: Partitions must be laterally supported as required by Section 13.5.8 of ASCE 7 as referenced by CBC Sections 1613, 1613A, 1615.10.13 and 1615A.1.16, as applicable. Modify Section 4.7.1 (Structural Beams), by revising the first sentence of the second paragraph as follows: In accordance with Section 704.3 of the CBC, structural steel floor beams need not be individually fire-protected when the suspended ceiling forms the protective membrane for the fire-resistance-rated assembly. Modify Section 4.8 (8500 (Prelude SupraFine Fire Guard) Series One-hour Fire-resistance-rated Roof-ceiling Systems] by revising the second and last sentences as follows: The rating applies to restrained and unrestrained assemblies as described in ASTM Ell 19, which is referenced in CBC Section 703. General requirements of CBC Section 712.1 must be observed. Modify Section 4.9 (Special Inspection) as follows: Suspended ceilings that are part of building structures assigned to Seismic Design Categories D, E and F must be subject to periodic special inspections during the installation of the suspended ceiling systems and their anchorage, in accordance with the requirements of CBC Section 2506.2.1, Section 13.5.6.2.2 (h) of ASCE 7, and CBC Sections 1705.3.4 and 1705A.3.4, Item 3. The special inspector must verify that the ceiling system is as described in this report, and complies with the installation instructions in this report, and with the approved construction documents. Modify Section 5.3 as follows:Suspended ceiling systems must be designed in accordance with Section 13.5.6 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and modified by CBC Sections 1615.10.13 and 1615A.1.16, as applicable. The documents must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Modify Section 5.4 as follows: Periodic special inspections must be provided in accordance with Section 4.9 of this report. A statement of special inspection must be provided as required in CBC Section 1705.3.4 and Section 1705A.3.4, Item 3. Modify Section 5.5 as follows: For Seismic Design Category C, D, E or F, a quality assurance plan complying with CBC Chapters 17 and 17A, as applicable,must be submitted to the code official for approval. Modify Section 5.6 as follows: The ceiling framing systems must not be used to provide lateral support for walls or partitions, except as provided for in ASCE 7, Section 13.5.8.1, as referenced in CBC Sections 1613 and 1613A, and must comply with applicable code provisions referenced in Section 4.6 of this report. Modify Section 5.7 as follows: The ceiling framing systems must be braced to resist seismic forces as determined from. Sections 1613 and 1613A of the CBC, and modified by CBC Sections 1615.10.13 and 1615A.1.16, as applicable. Modify Section 5.9 as follows:The ceiling framing systems are limited to ceilings not considered accessible in accordance with Item 31 of CBC Tables 1607.1 and 1607A.1. Modify Section 5.12 as follows: Lay-in ceiling panels must be justified to the satisfaction of the code official as complying with the interior finish requirements of Chapter 8 of the CBC. This supplement expires concurrently with the master evaluation report reissued October 1, 2013. ICE;-ES Evaluation Report ESR-2631 Reissued April 1, 2013 This report is subject to renewal June 1, 2014. vvvvw.icc-es.r.,r i 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 09 00 00—FINISHES The 1800, 1830, 1850 and 1860 systems utilize cross Section: 09 22 26—Suspension Systems tees with integral end tabs formed from the base metal of Section: 09 53 00—Acoustical Ceiling Suspension the cross tee that connect the cross tees together through Assemblies slots in the main runners. The 1830 and 1860 series components have aluminum capped flanges. REPORT HOLDER: The 3500, 3550 and 3600 systems have a channel- CHICAGO METALLIC CORPORATION shaped flange with a longitudinal regress measuring 1/4 1/4 4849 SOUTH AUSTIN AVENUE and '/g inch (6.35, 6.35 and 3.175 mm) wide, respectively. CHICAGO, ILLINOIS 60638 Cross tees utilize integral end tabs formed from the base (708)563-4600 metal of the cross tee that connect the cross tees together www.chicagometallic.com through slots in the main runners. The 3700 and 3800 systems have a tee-shaped flange EVALUATION SUBJECT: with a 3/16-inch (4.76 mm) longitudinal regress. Cross tees SUSPENDED CEILING FRAMING SYSTEMS utilize integral end tabs formed from the base metal of the cross tee that connect the cross tees together through slots 1.0 EVALUATION SCOPE in the main runners. The 4000 and 4050 systems utilizes cross tees with Compliance with the following codes: stake-on style end tabs that connect the cross tees ■ 2009 and 2006 International Building Code°(IBC) together through slots in the main runners. Property evaluated: The 4500, 4550 and 4600 systems have a channel- shaped flange with a longitudinal regress measuring, Structural respectively, 1/4 inch (6.4 mm), 1/4 inch (6.4 mm) and 2.0 USES 1/8 inch (3.2 mm). Cross tees utilize the stake-on style end tabs that connect with slots in the main runners. The Chicago Metallic Corporation suspended ceiling The main runners and cross runners are manufactured framing systems described in this report are framing from galvanized steel except the 730 series main runners systems for suspended ceiling assemblies used in non-fire- and cross tees are manufactured from stainless steel and resistance-rated construction applications. the 830 series main runners and cross tees are 3.0 DESCRIPTION manufactured from aluminum. 3.1 Ceiling Framing Systems: 3.1.2 Drywall Furring Systems: The drywall suspended ceiling systems consist of furring runner and furring tee 3.1.1 Acoustical Tile Ceiling Framing Systems: The framing members for use with gypsum wallboard screw- acoustical tile ceiling framing systems are exposed ceiling attached to the bottom of the framing. framing systems consisting of main runner and cross tee The 640C and 650C systems utilize furring tees with framing members used with lay-in acoustical tiles. hook-in style end tabs that connect the furring tees together The 730 and 830 systems utilize cross tees with hook-in through slots in the furring runners. The 660C and 670C style end tabs that connect the cross tees together through systems utilize furring tees with stake-on style end tabs that slots in the main runners. The 730 and 830 systems require connect the furring tees together through slots in the furring the use of No. 416 stainless steel wire clips and No. 415 runners. carbon steel wire clips, respectively, at all cross tee/main In addition to supporting screw-attached gypsum panels, runner intersections for use in Seismic Design Categories the 660C system, comprised of the 640C furring runner; C, D, E and F and Seismic Design Categories D, E and F, 663C, 664C,664C01A and 668C furring tees; and the 1274 respectively. cross tee, may be used as an exposed grid system to The 1200, 1250, and 1260 systems utilize cross tees with support lay-in ceiling panels in Seismic Design Categories stake-on style end tabs that connect the cross tees C, D, E and F. together through slots in the main runners. The 1200 series 3.1.3 Materials: Main runners, cross tees, furring runners cross tees are used in combination with the 200 series and furring tees, including the dimensions, lengths and main runners. The 1250 series cross tees are used in allowable transverse loads, are described in Table 1 of this combination with the 250 and 270 main runners. The 1260 report. All main runners and furring runners are classified in cross tees are used in combination with the 260 and 280 Table 1 as light, intermediate or heavy-duty in accordance main runners and have aluminum capped flanges. with ASTM C635. 1CC-L'S 8va11'crtion Reports ore not to he construed as representing aesthetics or any other nurihures not specifically addressed,our are they to he construed a as an endorsement ojtre subject o/'doe report or a reconmrendmion for its use.(here is no warranty b>'I('C h-rahmtion Service,LL(',express or implied,as to utti fbadir,K or other mutter in this report,or as to any product covered by the report ,"!uia`. Copyright©2013 Pagel of 7 ESR-2631 J Most Widely Accepted and Trusted Page 2 of 7 Except for the 4500 and 4600 series main runners and 4.1.6 Seismic Design: Seismic design and installation cross tees, steel main runners, cross tees, furring runners details of the ceiling system must be in accordance with and furring tees are roll-formed from ASTM A653 CS Type Section 13.5.6 of ASCE 7 as referenced in IBC Section B steel with a minimum yield strength of 33,000 psi 1613, except as noted in Section 4.2 of this report. Main (228 MPa). The 4500 and 4600 series main runners and runners described in Table 1 classified as light duty, cross tees are roll-formed ASTM A1008 CS Type B steel intermediate-duty or not classified are limited to use in with a minimum yield strength of 26,000 psi (179 MPa). Seismic Design Categories A, B and C, except where The steel has either a galvanized or a proprietary coating, installation is in accordance with Section 4.1.5 of this with all exposed surfaces given a polyester paint finish. report. Aluminum caps on steel framing members also have a 4.2 1496 Seismic Perimeter Clip: polyester paint finish. The stainless steel main runners and cross tees are 4.2.1 Alternate Seismic Design Category D, E or F roll-formed from AI stainless steel. Installation: With this installation, the main and cross runners must be main and cross runners described in Aluminum main runners, cross tees, furring runners and Section 4.1.5 Maximum total ceiling weight permitted is furring tees are roll-formed from 3003-H14 or 3105-H14 2.42 Ib/ftz (11.81 kg/mz). The 1496 clips are used to secure aluminum complying with ASTM B209. The aluminum is the main runners and cross runners to the wall closure provided with a factory-applied paint finish. (angle) on two adjacent walls and to allow free movement Cross tee stake on end tabs are manufactured using of the runne1s on the two opposing walls. See Figure 2. either AISI 201 or 301 stainless steel or ASTM A1011 high A nominally /16-inch-wide (23.8 mm) wall (angle) is used strength low alloy (HSLA) steel with a G30 hot-dipped in lieu of the 2-inch-wide (50.8 mm) perimeter wall angle galvanized coating, or a proprietary coating. required in Section 13.5.6.2.2 of ASCE-7 for Seismic Design Categories D, E and F. Except for the use of the 3.2 Hanger Wire: 1496 clips, the nominally 15/16-inch-wide (23.8 mm) wall Hanger wire for suspended ceiling framing members, and angle, and the elimination of spacer bars (stabilizer bars), fixtures, must comply with ASTM C636 as referenced in installation of the ceiling system must be as prescribed by IBC Section 808 [2006 IBC Section 803.9] and Section the code. 13.5.6 of ASCE 7 as referenced in IBC Section 2506.21. The 1496 clip is attached to the wall closure by sliding the 3.3 1496 Seismic Perimeter Clip: backplate of the clip over the vertical leg of the wall closure The 1496 Seismic Perimeter Clip is illustrated in Figure 1. and over the bulb of the runner. On the two adjacent The clip is manufactured from minimum 0.0263-inch-thick walls where the runners are fixed, the clips are attached to (0.67 mm), SAE 1075 electro-galvanized steel complying the runner by a sheet metal screw through one of the three with ASTM A879, pilot holes in the clip. On the walls where the runners are not fixed, the clips allow the terminal runner end to move 3.4 Accessories: 3/4 inch (19.1 mm) towards and away from the wall, The Each suspended ceiling system is provided with the 1496 clips installed in this manner are an acceptable necessary wall angles, molding, access angles and corner means of preventing perimeter runners from spreading, in caps to meet the requirements of the installation. lieu of the spacer bars (stabilizer bars) required in CISCA 3-4. CISCA 3-4 is referenced in ASCE-7, Section 4.0 DESIGN AND INSTALLATION 13.5.6.2.2,which is referenced in IBC Section 1613. 4.1 Acoustical Tile Ceiling Framing Systems: A single 1/8-inch-diameter (3.175 mm) steel pop rivet 4.1.1 General: The suspended ceiling system installed complying with Industrial Fastener Institute Standard with acoustical tiles must be designed and installed in IFI-114 may be used in lieu of 1496 perimeter clips to accordance with Section 13.5.6 of ASCE 7. The minimum secure the main runners and cross runners to the wall tension and compression capacity of the ceiling framing angle on two adjacent walls. The center of the rivet must be member connections is 180 pounds(800.7 N). 0.25 inch (6.35 mm) from the edge of the wall angle. See 4.1.2 Main Runners: The design loads for main runners Figure 3. must be less than, or equal to, the capacities noted in 4.2.2 Seismic Design Category A, B or C Installation: Table 1 of this report. The 1496 clip may be used in lieu of spacer bars 4.1.3 Cross Runners: The maximum design loads for the (stabilizer bars) in suspended ceiling installations regulated cross runners must be less than or equal to the capacities by CISCA 0-2. The 1496 clip is attached to the wall closure shown in Table 1. (angle) by sliding the backplate of the clip over the hem on the vertical leg of the wall angle and over the bulb of the 4.1.4 Partitions: Partitions must be laterally supported as runner. The clips are placed at the intersections of all required by Section 13.5.8 of ASCE 7 as referenced by IBC runners and the wall angle. The clips must be positioned to Section 1613. allow a minimum 3/8-inch (9.5 mm) movement in both 4.1.5 Ceiling Framing Members: Ceiling framing directions. The maximum ceiling weight permitted is 2.42 members for use with the 1496 perimeter clip as described Ib/ft (11.81 kg/m ). See Figure 4. Except for the use of the in Section 4.2.1 are Nos. 200, 270, 280, 640C, 4040B, 1496 clips and the elimination of spacer bars, installation of 4040C, 4530, 4550, 4560, 4630, and 4660 main runners the ceiling system must be as prescribed by the code. This and Nos. 668C, 674C, 1210, 1214, 1254, 1264, 1274, construction is equivalent to that required by CISCA 0-2, 1280, 1284, 4014C, 4512, 4514, 4518, 4564, 4568, 4524, which is referenced in ASCE-7, Section 13.5.6.2.1, which is 4562, 4612, 4614, 4618, and 4624 cross runners referenced in IBC Section 1613. manufactured by Chicago Metallic Corporation. The 4.3 Suspended Ceiling Systems for Gypsum Wallboard: framing members are described in Table 1. The installation must be in accordance with Section 4.1, For use under the IBC for Seismic Design Categories A, except the ceilings must be designed for seismic loads B and C as described in Section 4.2.2, ceiling framing required under Chapter 13 of ASCE 7. Ceilings constructed members may be any suspended ceiling framing of lath, plaster or gypsum board, screw or nail attached to recognized in Table 1 and complying with the requirements suspended members that support the ceiling on one level of CISCA 0-2. extending from wall to wall shall be exempt from the lateral ESR-2631 I Most Widely Accepted and Trusted Page 3 of 7 load design requirements of CISCA Zones 3-4. The ceiling 5.7 The ceiling framing systems must be braced to resist weight must not exceed 4 psf(19.5 kg/m2). seismic forces as determined from Section 1613 of the 4.4 Special Inspection: IBC. Periodic special inspection must be provided in accordance 5.8 The supporting construction for the ceiling framing with ASCE 7, Section 11A.1.3.9, Item 2. A statement of system has not been evaluated and is outside the special inspection must be provided for use in Seismic scope of this report. The code official must approve Design Categories D, E, and F as required in 2012 IBC the floor or roof construction supporting the Section 1704.3, 2009 or 2006 IBC Section 1705.3, as suspended ceiling framing system. applicable. A statement of special inspection must be 5.9 The ceiling framing systems are limited to interior provided for use in Seismic Design Categories C, D, E, and applications and to ceilings not considered accessible F, where suspended ceiling systems are seismically in accordance with Item 31 of IBC Table 1607.1 (Item qualified through testing as required by 2012 IBC Sections 32 of 2006 IBC Table 1607.1). 1705.11.4 and 1705.12, 2009 IBC Section 1708.1, and 2006 IBC Section 1708.2. 5.10 Lay-in ceiling panels must be justified to the satisfaction of the code official as complying with the 5.0 CONDITIONS OF USE interior finish requirements of Chapter 8 of the IBC. The Chicago Metallic Corporation suspended ceiling 5.11 Lighting fixtures must be positively attached, to the framing systems described in this report comply with, or are suspended ceiling system with connectors having a suitable alternatives to what is specified in, those codes minimum capacity, in any direction, of 100 percent of listed in Section 1.0 of this report, subject to the following the lighting fixture weight. Lighting fixtures may also conditions: be attached to the ceiling framing members with clips 5.1 The suspended ceiling framing systems must be complying with the ICC-ES Acceptance Criteria for fabricated and installed in accordance with this report Attachment Devices for Recessed Lighting Fixtures and the manufacturer's published installation (Luminaries) in Suspended Ceiling Systems (AC184). instructions. In the event of a conflict between the 5.12 Use of the ceiling framing systems in fire-resistance- manufacturer's installation instructions and this report, rated assemblies are outside the scope of this report. this report governs. 5.2 Design loads and spans of main runners, cross tees, 6.0 EVIDENCE SUBMITTED furring runners and furring tees must comply with 6.1 Data in accordance with the ICC-ES Acceptance Table 1 of this report. Criteria for Suspended Ceiling Framing Systems 5.3 Suspended ceiling systems with acoustical tiles must (AC368), dated February 2012. be designed in accordance with Section 13.5.6 of 6.2 Reports of comparative seismic qualification tests in ASCE 7 as referenced by IBC Section 1613. The accordance with the ICC-ES Acceptance Criteria for documents must be prepared by a registered design Seismic Certification by Shake-table Testing of professional where required by statutes of the Nonstructural Components (AC156), dated October jurisdiction in which the project is to be constructed. 2010(editorially revised February 2012). 5.4 For seismic design category C, D, E or F, a quality 7.0 IDENTIFICATION assurance plan complying with IBC Chapter 17, must Cartons of all products are identified with the name be submitted to the code official for approval. and address of Chicago Metallic Corporation; the part 5.5 Periodic special inspections and a statement of name and number; and the evaluation report number special inspection must be provided in accordance (ESR-2631). with Section 4.3 of this report. 5.6 The ceiling framing systems must not be used to provide lateral support for walls or partitions, except as provided for in ASCE 7, Section 13.5,81, as referenced in IBC Section 1613. 1496 Perimeter Clip p - a ° 0 O O O FIGURE 1 ESR-2631 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 1-ALLOWABLE LOADS" DIMENSIONS OF MEMBERS _ SIMPLE SPAN ALLOWABLE ASTM Exposed Height Bulb Length Uniform Load Concentrated Load at SPACING Catalog C635 Thickness Flange of Section of pbffl) Midspan(lb) BETWEEN Member Number Duty (in) Width Section Width Section LATERAL 4-ft 5-ft 4-11 5-fl BRACING Classification (in) (in) (in) (ft) Span Span Span Span (in) 200 Series Main Runners 200 Heavy 0.020 15/,6 177/32 14 12 16.0 24 211 Intermediate 0.015 !,6 11/3z 1 4 12 12.6 24 219 Intermediate 0.015 /,6 1 /32 !4 10 12.6 24 220 Intermediate 0.015 /,6 1/2 /a 12 12.6 24 240 Intermediate 0.015 /,6 1 /2 la 12 12.6 24 250 Intermediate 0.015 /16 1 /3z /4 12 12.6 24 260 Intermediate 0.015 /16 1 /32 !4 12 12.6 2q 270 Heavy 0.020 116 1 /32 /4 12 16.0 24 280 Heavy 0.020 /,6 1 /32 /4 12 16.0 24 299 Intermediate 0.015 !,6 1 /32 14 10 12.6 24 600 Series Furring Runners 640C Heavy 0.020 13/0 1112 1/., 12 18.2 24 650C Heavy 0.020 1 !s 1 /2 1/4 12 18.2 24 669C Intermediate 0.015 !,s 1 /3z /4 12 12.0 24 730 and 830 Series Main Runners 730 Intermediate 0.015 51,E 11/z 1/4 12 13.7 24 730 Light 0.015 /16 1 /z /4 lZ 10.5 48 830 Light 0.024 !,s 1 !2 !, 12 8.0 24 1800 Series Main Runners 1800 Heavy 0.020 15/is 11/z 1/4 12 16.0 8.9 41.7 25.0 24/30 3 1800 Heavy 0.020 7 116 1 !z /4 12 16.0 7.5 40.9 20.5 /60 1810 Heavy 0.024 /16 1 !z 14 12 18.6 8.0 37.0 23.5 /30 1810 Heavy 0.024 /,6 1/z /4 12 17.6 8.0 37.0 23.5 l603 1811 Intermediate 0.015 '/16 1 /, !4 12 12.6 7.3 30.5 15.0 /30 1811 Light 0.015 /16 1 !z /4 12 9.0 7.4 30.5 15.0 /60 1830 Intermediate 0.015 /,s 1 !z /4 12 12.6 1 6.8 30.5 1 12.0 /30 1830 Light 0.01 S !z /4 12 10.8 6.5 20.0 12.0 4/60 1850 Intermediate 0.015 /16 11/2 /, 12 12.6 7.3 30.5 21.4 !30 1850 Light 0.015 /16 1 /z 14 12 9.0 7.4 30.5 21.4 !b0 1860 Intermediate 0.015 "/,6 1/z /4 12 12.6 6.8 30.5 12.0 /30 1860 Light 0.015 116 112 la 12 10.8 6.5 20.0 12.0 /so 1870-- Heavy 0.020 /,6 1 /z !4 12 16.0 8.0 41.7 20.0 /30 1870 Heavy 0.020 /,6 1 !z !, 12 16.0 8.0 40.9 20.0 /so 1880 Heavy 0.020 !,6 1 !z 14 12 16.0 2q Main 3500 Series Main Runners Runners 3500 Intermediate 0.015 0/16 15/0 114 12 12.1 5.8 24130 3 3501 NA 0.015 1" 1/6 /4 10 - 5.8 30 3502 NA 0.015 /16 1 !6 1/4 10 - 5.8 30 3530 Heavy 0.020 /,6 1!0 !a 12 16.3 - 33.0 - 24 3531 NA 0.020 /16 1/a /4 l0 8.6 25.8 30 3532 NA 0.020 /1s 1'!6 /4 10 - 8.4 24.9 20 3550 Intermediate 0.020 /,6 1/e /4 12 13.3 - 24 3600 Series Main Runners 3600 Intermediate 0.015 9l,6 1% 1/4 12 12.1 24/303 3601 NA' 0.015 9/16 15/6 74 10 5.8 20.2 30 3602 NA6 0.015 0/16 15/6 /4 10 6.6 20.1 20 3700 Series Main Runners 3700 Light 0.020 9/16 1% 3/16 12 9.5 5.5 22.5 13.0 25130 3 3700 Light 0.020 B/16 11/2 3/i6 12 7.0 2.5 48/603 3701 NA6 0.020 9116 11/2 3/16 10 5.5 - 13.0 30 3701 NA6 0.020 '/16 11/2 3116 10 2.5 - 60 3800 Series Main Runners 3800 Li ht 0.018 3/4 1112 3116 12 10.0 5.5 21.0 13.0 24/30 3 3800 Light 0.018 l4 11/2 '/16 12 7.0 4.5 18.5 10.5 4%1 1 3801 NA' 0.018 3/4 1112 3/16 10 - 5.5 - 13.0 30 3801 NA6 0.018 11, 11/2 3/16 10 - 4.5 10.5 60 4000 Series Main Runners 4000C Intermediate 0.018 s/16 11/2 1/4 12 12.6 - - 24 4001C Intermediate 0.018 '116 1'12 /4 10 12.6 24 4040B Heavy 0.020 0/16 11lz 1/4 12 16.0 24 4040C Heavy 0.020 0/,6 1J1/64 114 12 16.5 8.7 24 4050C Intermediate 0.018 9/16 11/2 1/4 12 12.6 - 24 4500 Series Main Runners 4500 Intermediate 0.015 y1,6 125/3z 1/4 12 14.6 24 4501 Intermediate 0.015 0/,6 125/32 /4 10 7.5 4g 4501 Intermediate 0.015 9/16 125/3Z !4 10 4.35 60 4502 Intermediate 0.015 �/16 125/32 !4 10 14.0 20 4503 Intermediate 0.015 9/16 126/32 14 10 14.6 24 4530 Heavy 0.019 5/,6 125/32 114 12 17.6 24 4532 Heavy 0.019 9/16 125l32 14 10 17.3 20 ESR-2631 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 1-ALLOWABLE LOADS1,2.6•9(Continued) DIMENSIONS OF MEMBERS SIMPLE SPAN ALLOWABLE ASTM Exposed Height Bulb Length Uniform Load Concentrated Load at SPACING Catalog C635 Thickness Flange of Section of (lb/Ft) Midspan(lb) BETWEEN Member Number Duty u, Width Section Width Section LATERAL Y C ) 4-ft S-it 4-ft 5-ft BRACING Classification (in) (in) (in) (ft) Span Span Span Span (in) 4500 Series Main Runners(Continued) 4540 Intermediate 0.015 116 1 '/32 /4 12 14.6 24 4550 Heavy 0.019 /16 1 '/32 !, 12 17.6 24 4560 Heavy 0.019 /16 1 /32 1 /4 12 17.6 24 4600 Series Main Runners 4600 Intermediate 0.015 '116 125/32 '/4 12 14.6 24 Main 4601 Intermediate 0.015 1i6 1 1/32 /4 10 7.5 48 Runners 4601 Intermediate 0.015 /16 1 '/32 !4 10 4.35 60 460"L Intermediate 0.015 l,6 1 /32 !4 10 14.0 20 4603 Intermediate 0.015 91,6 1 '/32 !4 10 14.6 24 4630 Heavy 0.019 116 1 %2 /4 12 17.6 24 4632 1 Fleavy 0.019 /16 1 1 '/32 !4 1 10 1 17.3 20 4640 Intermediate 0.015 /16 1 1 '/32 /4 12 14.6 24 4660 Heavy 0.019 /16 1 '/32 /4 12 17.6 24 600 Series Furring Tees 634C NA' 0.020 13/a 7/a None 4 8.2 48 643C NA 0.020 1 /a 1 /2 _ /a 4 18.6 48 644C NA 0.014 1 /a 1/2 /4 4 14.3 48 653C NA6 0.020 1 /a 1 12 /4 4 18.6 48 Furring 654C NA 0.014 1 /a 1 /2 /4 4 14.3 48 Tees 663C NA 0.020 1'/a 1 /2 /4 4 18.6 48 664C NA 0.014 1 /a 1/z /4 4 14.3 48 664COlA NA 0.014 1 /e 1!2 /4 4 14.3 48 668C NA 0.012 1 /a 1/2 /4 4 12.3 48 673C NA 0.020 1 /s 1 /2 /4 4 18.6 48 674C NA 0.014 1 /a 1 /2 !4 4 14.3 48 730 and 830 Series Cross Tees Cross 734 NA' 0.015 16/,6 11/2 1/4 4 14.0 24 Tees 734 NA 0.015 /16 1 1 /2 !4 4 9.5 48 834 NA 0.024 /16 1 /2 /a 1 4 1 7.5 48 1200 Series Cross Tees 1202 NA' 0.010 15/16 15/16 1/4 2 21.5 24 1204 NA' 0.020 15/1a 1'12 1/4 4 17.0 24 1206 NA' 0.015 15/16 1'12 1/4 5 - 7.5 30 1210 NA' 0.010 15/16 1'12 1/4 4 8.0 - 24 1214 NA' 0.013 ,!,6 1112 '/4 4 10.6 24 1214 NA' 0.013 15/16 1'12 1/4 4 8.0 48 1228 NA' 0.008 15/16 1'12 1/4 4 8.0 24 1244 NA' 0.010 15/16 1'12 1/4 4 8.0 24 1254 NA' 0.013 15/16 1'/2 1/4 4 10.6 24 1254 NA' 0.013 15/16 1'/2 1/4 4 8.0 48 1264 NA' 0.013 11 11/2 1/4 4 10.6 24 1264 NA 0.013 15/16 1'/2 1/4 4 8.0 48 1274 NA' 0.020 15/16 11/2 1/4 4 17.0 24 1275 NA' 0.020 15116 11/2 1/4 5 8.9 30 1278 NA' 0.015 15116 1'12 1/4 8 1.84 - 48 1280 NA' 0.010 15/16 15/16 1/4 4 6.9 48 1284 NA' 0.020 15/,6 1'/2 /a 4 17.0 - 24 1285 NA' 0.015 15/16 1'/2 1/4 5 8.9 30 1296 NA' 0.015 15/16 1'/2 1/4 5 - 7.5 30 Tees Cross 1800 Series Cross Tees 1804 NA' 0.020 15/16 11/2 1/4 4 16.0 - 41.7 24 1804 NAb 0.020 15/16 1'/2 1/4 4 16.0 - 32.5 48 1805 NA' 0.015 15/16 11/2 1/4 5 - 7.3 - 15.0 30 1805 NA' 0.015 15/16 1'/2 1/4 5 - 6.5 - 15.0 60 1814 NA' 0.015 15/16 1'12 1/4 4 12.6 - 30.5 - 24 1814 NA' 0.015 16/76 1'/2 1/4 1 4 9.0 24.0 48 1834 NA' 0.015 15/16 11/2 1/4 4 12.6 30.5 24 1834 NA' 0.015 15l,6 11/2 1/4 4 10.8 20.0 48 1854 NA' 0.015 75/,6 1112 /4 4 12.6 30.5 24 1854 NA' 0.015 15/16 11/2 /4 4 9.0 - 24.0 48 1855 NA' 0.015 15/16 1'!2 1/4 5 6.5 - 15.0 60 1864 NA 0.015 t5/16 11/2 1/4 4 12.6 - 30.5 - 24 1864 NA' 0.015 15/16 1'/2 114 4 10.8 20.0 48 1874 NA' 0.020 15/16 1'/2 1/4 4 16.0 41.7 24 1874 NA' 0.020 15/16 1112 1/4 4 16.0 32.5 48 1874 NA' 0.020 15/,6 11l2 1/4 4 17.3 - 24 1865 NA* 0.015 15/,6 11/2 114 5 6.6 12.0 60 1875 NA' 0.020 15/,6 1 1% 1/4 5 7.0 20.0 60 1884 NA6 0.020 15/16 11/2 1/4 4 16.0 - 48 1885 NA6 1 0.020 1 15/16 1'12 '/4 5 9.0 30 ESR-2631 ! Most Widely Accepted and Trusted Page 6 of 7 TABLE 1-ALLOWABLE LOADS","(Continued) DIMENSIONS OF MEMBERS SIMPLE SPAN ALLOWABLE ASTM Exposed Height Bulb Length Uniform Load Concentrated Load at SPACING (lb/ft) Midspan(lb) BETWEEN Catalog out Thickness Flange of Section of Member LATERAL Number Ouly (in) Width Section Width Section 4•ft 54l 4-ft 5-ft BRACING Classification (in) (in) (in) (ft) Span Span Span Span (in) 3500 Series Cross Tees 3514 NA 0.015 116 1% /4 4 12.1 - 24 3515 NA 0.015 116 1 /B /4 5 - 5.8 30 3518 NA 0,015 116 1'/a !4 4 12.1 24 3519 NA 0.015 /,6 1'/e /4 5 - 5.8 30 3525 NA 0.015 116 1 /a !4 5 5.8 48 3521 NA 0.015 116 1'/a /4 5 5.8 60 3524 NA 1 0.015 /16 1'/a /4 4 12.1 48 3564 NA 0.020 /16 1'/8 14 4 13.3 24 3568 NA 0.020 /16 1 1 fa /4 4 15.3 24 3600 Series Cross Tees 3614 NA' 0.015 '/16 1518 1/4 4 12.1 24 3615 NA' 0.015 116 15/6 114 5 - 5.8 30 3618 NA' 0.015 9/15 15l8 1/4 4 12.1 24 3619 NA' 0.015 '/16 15/8 1/4 5 5.8 30 3621 NA' 0.015 '/16 15/8 114 5 5.8 60 3624 NA' 0.015 '/16 1 15/8 1/4 4 12.1 - 48 3625 NA' 0.015 '/16 1518 '/4 5 - 5.8 48 3700 Series Cross Tees 3714 NA' 0.015 9/16 1% '/16 4 8.0 - 13.5 24 3714 NA' 0,015 '/16 1% '116 4 5.0 - - 48 3715 NA' 0.015 '/16 1112 '/16 5 - 5.0 9.5 30 3715 NA' 0.015 '/16 11/2 '/16 5 - 2.5 - 60 3734 NA6 0.020 '/16 11/2 '/16 4 9.5 - 22.5 24 3734 NA' 0.020 '!16 1112 '/16 4 7.0 48 3735 NA' 0.020 '/16 11/2 3/16 5 5.5 13.0 30 3735 NA' 0.020 '/4 02 3/16 5 2.5 60 3800 Series Cross Tees 3814 NA' 0.015 314 1'/2 '/16 4 9.5 - 20.5 24 Cross 3814 NA' 0.015 3/4 1'/ '/16 4 6.5 18.0 48 2 Teess 3815 NA' 0.015 'la 11/2 'hs 5 - 4.5 - 19.0 30 3815 NA' 0.015 3/4 1'/2 3/16 5 - 3.5 - 10.5 60 3834 NA' 0.018 3/4 11/2 (16 4 10.0 - 21.0 24 3834 NA' 0.018 3l4 11/2 '/16 4 7.0 18.5 48 3835 NA' 1 0.018 3/4 11/2 '/16 5 - 5.5 T3 0-1 30 3835 NA' 0.018 '/4 11/2 '/16 5 - 4.5 10.5 60 4000 Series Cross Tees 4014C NA' 0.018 '/16 1'/2 1/4 4 12.5 - - 24 4015C NA' 0.018 /16 1'12 1/4 5 - 6.0 30 4024C NA' 0.012 1/16 11/2 /4 4 7.5 24 4054C NA' 0.018 1/16 1'/2 /4 4 12.5 24 4500 Series Cross Tees 4514 NA 0.015 9/16 125/32 1/4 4 14.6 - 24 4515 NA 0.015 '!16 12513Z 1/4 5 4.35 60 4516 NA 0.015 9/16 125/32 1/4 6 4.67 - 24 4518 NA 0.015 '/16 125t32 '/4 4 14.6 24 4519 NA 0.015 '/16 125/32 l4 5 4.35 - 60 4521 NA 0,015 '/16 125132 1/4 5 4.35 60 4524 NA 0.015 '/16 125/32 1/4 4 13.1 48 4564 NA 0.015 '/,6 125/321 '/4 4 14.6 24 4568 NA 0.015 '/16 125/32 '14 4 14.6 24 4600 Series Cross Tees 4614 NA 0.015 '/16 125/32 1/4 4 14.6 24 4615 NA 0.015 '116 125/32 1/4 5 4.35 60 4616 NA 0.015 9/16 125/32 1/4 6 4.6' - 24 4618 NA 0.015 '/16 1!5/32 1/4 4 14.6 - 24 4619 NA 0.015 '/16 125/32 /a 5 4.35 60 4621 NA 0.015 '116 12'/32 1/4 5 4.35 60 4624 NA 0,015 9/16 12/32 1/4 4 13.1 48 For Sk 1 in=25.4 mm, 1 ft=304.8 mm,1 lb/ft=14.59 N/m. 'Loads indicated are to include the weight of the system as well as the superimposed loads,and are based on ultimate strength divided by a factor of safety of 2 or a L/360 Deflection,whichever governs. 2When loading any system uniformly,the weight in pounds per square ft may not exceed the strength of its weakest member.Individual members are to be checked for possible overload from concentrated loads in excess of those tabulated. 'The first value applies to 4-ft spans.The second value applies to 5-ft spans. "Uniform load applies to 8-ft-long span. 'Cross tees shorter than 4 ft are permitted the same simple span uniform or concentrated loads as those for the 4-ft-long cross tees of equivalent size and thickness. Not applicable-Applies only to main runners with a 4 ft span. 'Uniform load applies to a 6-foot span. 8Cross tees 4512 and 4562 are 2 feet long and have the same material and cross-sectional dimensions as that of cross tee 4514.Refer to footnote 5 for load rating. 9Cross tees 4612 are 2 feet long and have the same material and cross-sectional dimensions as that of cross tee 4614.Refer to footnote 5 for load rating. ESR-2631 Most Widely Accepted and Trusted Page 7 of 7 International Building Code (IBC) Seismic Category D, E & F Alternative Perimeter Treatment Using 1496 Perimeter Clip Perimeter Wire 4\ 1 -t- or - t O' t! ( From Vertical �tii V tJ ti %) 1496 �'t. �=� 3a" from grid to Bulb Bulb inside p/ of angler QQ "p I--- - t' t --- -- --"- "" Main Runner or Cross Tee - l.ay-Iri Acoustical Panel o ` Screw 1496 15�6" min. 15�6" min. FIGURE 2 International Building Code (JB(-,) Seismic Category D. E &: F_- Alternotive Perimeter Treatm' nt Using 1496 Perireter Clip —+� 8" Maxirnurn 8" Maximurn +--- i Pertmet., Wlrs } '1 -F or - 101 it From Vertiool -' from gried to i ��ulC1 inside (Qa'--' \ of e Main Runner or Cross Tice -- `' '"" Lay-In Acoustical Pane! -• 1'/e>, min. 15/e„ rnin —" Runners/Tees Attached on Two Adjacent Walls with One Pop Rivet FIGURE 3 International Building Code (113C) Seismic Category C Alternative Perimeter Treatment Using 1496 Perimeter Clip g6' Main Runners and �i- Cross Tees must move freely in this f6" rfb" direction ` f'rt�1111. t t"f`l i ri. O � _= * z� Main Runner or Cross Tee Acoustical Board 1 �• �, v "`°t� �,✓ I y/6„ min. 7/8 min. ✓ Perimeter components must move freely, therefore fig attachr"nant devices that would inhibit moveinent of the runners/tees are allowed (Le, pop rivets, screws, etc.). FIGURE 4 - Mgr. Components Seismic 1200 & 1200 5I " Product Dimensions ASTivt Per Carton Service Nurnber Length Height Face Duty Feet Pieces Weight Level Main Tees 211.01 H 12 1 /9 /,6 ID 300 25 77 0 200.01 H 12' 11/2" 15/16" HD 300 25 89 0 200-211 216.01 H 10, 11/2" 15/,s" ID 250 25 62 1 /`moo Cross Tees-Stab-flveride 1202.01H 2' 15/16" 15/16" - 150 75 24 0 1210.01 H Quick-tuck"Q' 11/2" 15116" _ 200 50 34 0 216 j 3 44 1214.01 H Quick-click'4' 11/2" "/,s° - 200 50 45 0 - 200 50 46 0 j 1214.01SST 4' 1,/2, ,e' 1274.01 H* 4' 1'/2" "/,8' - 200 50 61 0 1202-No slots 1280.01 H 4' 1'/2" 's/;6" - 200 50 33 0 1280 % ,o 'I o , 5 " - 250 50 73 1 1207.01 H 5 1 /z' /,s 1236.01 H 6' 1'/2" s/,6' - 150 25 37 1 - 1278.01 H 8' 1'/2" 'S/,8' 200 25 46 1 1210-1214-1207- 1236-1274 Used to support NEh,1A Type G light fixture. Variable Placement Cross Tees—To support acoustical material only 816.01 H 2' 1'/a" 15/,s" - 80 40 21 2 aj 817.01 H 4' 1'/8' ,5/,8' - 160 40 40 2 1214SST — j Grid Adapter—To change main tee direction 90° 1288.01 H 9„ 1112, 50 10 1 Wall Angles �j 1420.01 12'x' /,6"x15/,6 - 504 42 69 0 816-817 - 360 30 52 0 1430.01 12,x'/B„x,/a" �0 �9- 21420.01 12' x 15/,6"x 11/,6" 300 25 41 0 �.� 1425.01 12' x 2"x 2" - 240 20 82 0 1288 ,F 1428.01 12' x 1"x 2" - 240 20 54 0 Wall Moldings 1460.01 10' x 3/411 x 3/8'x 3/6"x 3/4" - 400 40 64 0 1420-1430-21420-1425-1428 1461.01 10' x 3/4"x 3/¢+x 3/4"x 3/4, _ 400 40 90 1 %.= 1466.01 12'x 13/4"x 3/4'x'/a"x 1'/4" - 240 20 61 1 1469.01 10,x 9/16,x 3/6"x 3/8"x 15/16" - 400 40 77 1 ' Seismic Perimeter Clip-For use with 1280 System in Category C,D,E and F installations 1460-1461-1469 1496.00 - — — 100 10 0 - - 6 Hanger Wire 96CTL144 12' -straight bundled - - - 50 0 Push Rivets Fasteners**—For use with SST 4'Cross Tees 0 o 460.08 - - - - - 65 0.1 0 1466 d p o o "Included with SST.Part No.460.08 is for additional fasteners that may be ordered separately it required. 1496 <nla+Qo,net,rc.<o„ USA and Canada:800.323.7164/fax:800.222.3744/chicagometallie,com 11 V( Submittal: Chicago Metallic" chicagometallic.com `��"�`�� *R�"i' 1200 Seismic 15/16" Exposed Product Applications I Material: € Tees 1 A.General Sustaieconomical accessible, I ASTM C 6 5eaquality Duty and Intermediate body and Dap,15/16"nteewidth,li�� ons; economical commercial I t 11/z il ceiling suspension. I height.Meets all seismic code requirements. Features Note:A metallurgist should be consulted regarding the suitability of this product s�_ • The industrystandard of 6 for the environmental conditions in which it is being installed. compatibility:acoustical tile,light fixtures and air diffusers. 1 V16 • Stab-in cross tees with p c� Com onents: T OuickClick'"end clips. t "/16 • SSTTM Cross Tee 1. Main Tees:Double (24 x 24,24 x 48) eliminates typical i web construction, ❑216.O1H (120",slots 6"OC,ID) multi-step installations. I 15/16"width,1-1/2" [1200.01H (144",slots 6"OC,HD) Wall Angles • Meets or exceeds IBC & height with hot-dip ❑211.O1H (144",slots 6"OC,ID) requirement of 2" galvanized body. a A ledge support of grid (20 x 30,20 x 60,30 x 30,60 x 60) � T components with use ❑299.O1H (120",slots 10"OC,ID) of Perimeter Clip. B • Complete seismic 2. Cross Tees: (24 x 24,24 x 48) two hemmed edges designs. Double web ❑12O2.O1H* (24",no slots) • Chicago Metallic construction, ❑1210.01H (48",slots 12"OC) Shadow Moldings suspension systems 15/16 width,1-1/2 ❑1214.01H (48",slots 12"OC) B meet a Class-A frame and 1-5/16 height ❑1214.01SST (48",slots 12"OC) I _J_ ratring in accordance with hot-dip ❑1274.O1H (48",slots 12"OC) A{ with ASTM standard galvanized body ❑128O.O1H* (48",slots 12"OC) E1264-08. 15/16 wide fl ange. ❑1236.O1H (72",slots 12"OC) C Benefits Stab-in end detail. ❑1207.01H (60",slots 6"OC) T • Cost control. ❑1278.01H (96",slots 12"OC) D • Global compatibility 1460,1461/1469 and availability. (20 x 30,20 x 60,30 x 30,30 x 60,60 x 60) one/two hemmed edge • Standard cross tee height ❑1257.01H (20",no slots) B ensures compatibility ❑1258.O1H (30",no slots) —L— with straight and curved 'Height is 1-5/16". trim systems. I > A • Sustainable:Minimum 3. Wall Angles& Wall Angle,two hemmed edges(A x B) 25%recycled content, Shadow Moldings: ❑1430.01 (144",7/8"x 7/8") x 100%locally recyclable, ❑1420.01 (144",15/16"x 15/16") C global/regional ❑1428.01 (144",1"x 2") -- manufacture. ❑1425.01 (144",2"x 2") D ❑21420.01 (144",15/16"x 15/16") 1466 Details Shadow Molding,one hemmed edge(A x B x C x D) two hemmed edges ❑1460.01 (120",3/4"x 3/8"x 3/8"x 3/4") I Seismic Perimeter Clip ❑1461.01 (120",3/4"x 3/4"x 3/4"x 3/4") Seismic ? Shadow Molding,two hemmed edge(A x B x C x D) � Main or 1496 Cross Tee square edge g ❑1469.01 (120",9/16"x 3/8"x 3/8"x 15/16") r / ! Shadow Molding,two hemmed edges(A x B x C x D) ¢ 111 ❑1466.01 (144",1-3/4"x 3/4"x 1/4"x 1-1/41 i reveal edge �15/16"x 15/16" Wall Angle 800.323.7164/Fax:800.222.3744/chicagometallic.com/seismic 1200 Seismic 15/16" Exposed Non-Fire Rated Assemblies Component Load Test Data (based on 7360span deflection) Hanger Positions for Non-Fire Rated Situations ALLOWABLE LOAD per ASTM C635• �r Hanger Spacing l�l Main Tee Length 4 5' 6' 216 10' Intermediate Duty 6.0 4.0 299 10' Intermediate Duty 6.0 4.0 N T Ll T�K IE 211 12' Intermediate Duty 6.0 4.0 200 12' Heavy Duty 8.9 5.6 This illustrates hanger positions for single fixtures in a field. Provide extra hangers for tandem fixtures. Cross Tee Length 1' 2' 3' 4' 5' 6' 8' 1202 2' 22.8` 1210 4' 9.3 1214 4' 14.0 1214 SST ASSEMBLY DETAIL 1214SST 4' 14.0 1274 4' 17.0 j 1280 4' 6.9 l 1207 5' 8.5 O O C777�::= 1236 6' — 1278 8' 1.8 'To convert data into Ib/ft',divide on center spacing of component into lb/ft. Limited by safety factor of 2. 0 Light Fixture Load Test Data (based on'/360span deflection) LIGHT FIXTURES MAIN&CROSSTEES-ALLOWABLE FIXTUREWT.—LBS. B 211 211 211 Dimensions 1210 1213 1280 ' 1'x 4' 56.4 56.4 59.1 2'x 2' 34.8 34.8 36.1 2'x 4' 47.2 47.2 37.1 I pop rivet to secure t I Mixed Sources Produrt—trolled swell-managed bresh,—trolled sources and �+ rery W wood or fiber FJC 0 111oest5lewarSGS-C'-00I303 Chicago Metallic Ceiling Systems and Specialty Products-USA and Canada:800.323.7164/Fax:800.222.3744/chicagometallic.com BELGIUM/DENMARK/UK/GERMANY/FRANCE/HONG KONG/PRC/MALAYSIA/UNITED ARAB EMIRATES/MEXICO Chicago Metallic and its logo are Registered Trademarks of Chicago Metallic Corporation. ©2011 Chicago Metallic Corporation All Rights Reserved Printed in USA SNL0077A1211 uterabreDisclaimer:Presema]ons in dus monrKtala aryodlar ork goMTak con,craninNo6onbn are mlmatud.best of wr k—Aedg¢atoneorpr¢pxmeOn.We pmetde ft btor-tin nana holly apa*..N.Anyaduwyrewmmstln5.ns given now pudkatiw.s mull be modiliedfo conbml aiM bear cotkz condmans and speci!adonsMaer m rownly m arrentwtle reguhamentsardirSaladOn practices xth N¢hHhunry HarnyJwk6c'im.Vde.save all right rnammend arty nt—k.pubkd'..edmour Hernumv twtadAmat wlne.Chicago Metallic ran nor be held reap ibe orIlablefor the selecEen nor application of our wodwu. L::U Chicago Metallic -$ ci�icagomeYnllic,cons Seismic 1200 15/16" Exposed PART 1 -GENERAL 1.06 Maintenance 1.01 Section Includes Furnish additional material equal to percent of Provide metal suspension system for lay-in acoustical ceiling area. panel ceiling. 1.02 Related Sections PART 2-PRODUCTS A. Section 09 22 26- Suspension Systems 2.01 Manufacturers B. Section 09 54 00- Specialty Ceilings Chicago Metallic(Intermediate)(Heavy) duty non-rated C. Section 09 58 00- Integrated Ceiling Assemblies double web suspension system. D. Section 13 48 00- Sound,Vibration, and Seismic 2.02 Suspension System Components Control A. Main Tees: E. Section 23 50 00- Central Heating Equipment 1. Manufactured from commercial quality steel 15/16 F. Section 26 50 00- Lighting inch wide by 11/2 inches high by (120)(144) inches 1.03 References long with factory punched cross tee slots, hanger A. American Society for Testing and Materials (ASTM) holes, and integral bayonet-style end couplings. 1. C635-Standard Specification for the manufacture, 2. Capped with steel capping affixed to 15/16 inch performance, and testing of Metal Suspension Sys- flange. tems for Acoustical Tile and Lay-in Panel Ceilings. 3. Coated with factory applied (standard [architect 2. C636-Standard Practice for Installation of Metal select color] baked-on enamel paint). Ceiling Suspension Systems for Acoustical Tile and B. Cross Tees: Lay-in Panels. 1. Manufactured from commercial quality steel 15/16 3. IBC-2006 Section 1613,ASCE7-05 Section 13.5.6 inch wide by[11/2 inches high by(12)(20)(24)(30) and CISCA"Recommendations For Direct Hung (36)(48)(60)(72)(96)(120) inches long][15/16 inches Acoustical Tile And Lay-In Panel Ceilings-Seismic high by(24)(48) inches long]with factory punched Zones 0-2"May 2004 cross tee slots and hanger holes. 4. IBC-2006 Section 1613, ASCE7-05 Section 13.5.6 2. Capped identical to main tees. and CISCA"Guidelines For Seismic Restraint For 3. Coated identical to main tees. Direct Hung Suspended Ceiling Assemblies-Seis- 4. Manufactured with factory attached stainless steel mic Zones 3&4"May 2004. stab-in end couplings on component ends)(stab- 1.04 Submittals in cupling on one end, integral separation joint on A. Product data sheets listing dimensions, load carrying other end). capacity and standards compliance. C. Perimeter Treatment Components: B. Samples: 12 inch long samples of main tee and 1. Angle Moldings:Manufactured from 0.020 inch cross tee with couplings. thick steel (3/4)(t5/16)(7/6)(2) inch wide by(15/16)(7/8) (1)(2) inch high by(120)(144) inches long,finished 1.05 Project Conditions identical to main tees and cross tees. A. Environmental Requirements: 2. Channel Moldings:Manufactured from 0.018 inch 1. Verify weather tightness of area to receive suspen- thick steel with factory applied standard white sion system prior to installation. baked-on enamel paint finish.Note:Specifier to 2. Wet trades work to be thoroughly dry and complete select from channels offered by Chicago Metallic. prior to suspension system installation. 3. Shadow Line Moldings:Manufactured from 0.020 3. Installation to begin only when temperature and inch thick steel with 3/4 inch and 3/8 inch hemmed humidity conditions closely approximate interior edge.Finished with factory applied standard baked- conditions which will exist when area is complete on enamel paint finish. and occupied. 4. Seismic Perimeter Clips:Manufactured from com- 4. Heating and air conditioning systems to be operat- mercial quality steel with gold finish sized to fit 11/2 ing prior to, during, and after installation. (Continued on back) 800.323.7164•Fax:800,222.3744•chicagometallic.com/seismic rI D: General Applications-Seismic • • • • 53 23 Specification Seismic 1200 15/16" Exposed (Continued from front) inch high ceiling grid components and clip to mini- C. SST'" Cross Tees: MUM (7/6)(15/16)(2) inch wide wall angle support with 1. Installed aligning two seismic separation ends minimum (3/8)(3/4) inch clearance at perimeter walls perpendicular to main tees and connecting them and ceiling penetrations per IBC 2006 Seismic together using two plastic push rivets(12)(20)(24) Design Category (C)(D, E, F). (30)(36)(48)(60)(72)(120) inches on center to form by modules. PART3- EXECUTION 2. Installed perpendicular to module forming cross 3.01 Examination tees to form by modules. Examine area receiving suspension system to identify 3. Installed adjacent to each unsupported side of conditions which.will adversely affect installation.Do not recessed fixtures. begin installation until adverse conditions have been D. (AngIe)(Channel)(Shadow Line) moldings:Installed remedied. on vertical surfaces, intersecting suspension com- 3.02 Installation ponents, by appropriate method in accordance with A. Main Tees:Installed (24)(36)(48)(60)(96) inches on industry accepted practice. center, by direct suspension from existing structure, E. Additional Hanger Wires:Wrapped tightly 3 full turns with not less than 12 gauge steel hanger wires to structure and component at locations where spaced (36)(48)(60) inches on center along main tee imposed loads could cause deflection exceeding 1/3Bo length.Wrap hanger wires tightly 3 full turns at each span. end. 3.03 Repair B. Cross Tees: A. Remove damaged components, replace with undam- 1. Installed perpendicular to main tees(12)(20)(24) aged components.Clean with non-solvent based (30)(36)(48)(60)(72)(120) inches on center to form non-abrasive commercial cleaning solution, by modules. 2. Installed perpendicular to module forming cross tees to form by modules. 3. Installed adjacent to each unsupported side of recessed fixtures. Mixed Sources praduR group from well-managed lorests,controlled sources and a/ yµ d waud or fiber ` 91996 foreti SlerwardshSV SVCo n0U15303 Chicago Metallic Ceiling Systems and Specialty Products-USA and Canada:800,323.7164/Fax:800.222.3744/chicagometallic.com CHICAGO/BALTIMORE/LOS ANGELES/BELGIUM/DENMARK/UK/GERMANY/FRANCE/HONG KONG/PRC/MALAYSIA/UNITED ARAB EMIRATES/MEXICO Chicago Metallic and its logo are Registered Trademarks of Chicago Metallic Corporation. ©2010 Chicago Metallic Corporation All Rights Reserved G-SPEC-SEISMIC-1200-0710 Printed in USA Lneral-Disuaimer:PresenaCbnsrNs subIral ora/oter Cheapb!6falk CoRwloo pAmion are oond W de IoWdo XooAdX a!Smepl paepara!i.M.prv7 tLV.brmk b an adnsory Capacfty MyaMisor/reccmmentlaiens gisen In cur puG'eat s must be modlliedto conform with Taal codes,condltions andspecilkalians.Usermusi veMy the curten!cads repu'caments antl Fs'a4 dm prati R6wilh IM W.farey Ha%egJurnAcucn.We re5arue�rigM6mammend any nformatbn peblrahetl in arEeraNre wdUrnA atlddn:al rctipe.Chkagp blemllic can rml ba hHd responsldea liabletpr the selecdon nprapplkalionaf our pmdate. r ]CC-ES Evaluation Report ESR-2631 Supplement Reissued April 1, 2013 This report is subject to renewal June 1, 2014. www.ic_c-es. r 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: CHICAGO METALLIC CORPORATION 4849 SOUTH AUSTIN AVENUE CHICAGO, ILLINOIS 60638 (708)563-4600 www.chicac�ometallic.cam EVALUATION SUBJECT: SUSPENDED CEILING FRAMING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2010 California Building Code(2010 CBC), Chapters 8, 16, 16A, 17, 17A and 25 ■ 2007 California Building Code(2007 CBC), Chapters 8, 16, 16A, 17, 17A and 25 Property evaluated: Structural 2.0 USES The same as the master report. 3.0 DESCRIPTION 3.1 Ceiling Framing Systems: 3.1.1 Acoustical Tile Ceiling Framing Systems: The same as the master report. 3.1.2 Drywall Furring Systems: The same as the master report. 3.1.3 Materials: The same as the master report. 3.2 Hanger Wire: Hanger wire for suspended ceiling framing members, and fixtures, must comply with ASTM C 636 as referenced in 2010 CBC Sections 808, 1615.10.13 and 1615A.1.16 (2007 CBC Section 803.9), and Section 13.5.6 of ASCE 7 as referenced in 2007 CBC Section 2506.2.1, and with ASTM E 580 as referenced in CBC Sections 1615.10.13 and 1615A.1.16, as applicable. 3.3 1496 Seismic Perimeter Clip: The same as the master report. 3.4 Accessories: The same as the master report. 4.0 DESIGN AND INSTALLATION 4.1 Acoustical Tile Ceiling Framing Systems: 4.1.1 General: The suspended ceiling system installed with acoustical tiles must be designed and installed in accordance with Section 13.5.6 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. The minimum tension and compression capacity of the ceiling framing member connections is 180 pounds(800.7 N). 4.1.2 Main Runners: The same as the master report. 4.1.3 Cross Runners: The same as the master report. K Y'-L:S'/ivalualion Reports are no!/u he construed as rc presenling ues/heMcs or any other aurihutes nol specificcl/!v addr"��'ed•nor urc drey lu he construed as arr endorsemc nl of Ihr subject of the repurl or a reconmlendulion for ils use.!here is no u'urrenuy ki K'('Erahraaioa SCI'VIGY•I,LC 1.cpr1aa or iurPlied,as eo cutl.Jinding or aher rnulrer in This report,urns lu -l. LW[PoonCx a. Copyright O 2013 Page 1 of 2 ESk-2631 ( Most Widely Accepted and Trusted Page 2 of 2 4.1.4 Partitions: Partitions must be laterally supported as required by Section 13.5.8 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. 4.1.5 Ceiling Framing Members:The same as the master report. 4.1.6 Seismic Design: Seismic design and installation details of the ceiling system must be in accordance with Section 13.5.6 of ASCE 7 as referenced in CBC Sections 1613 and 1613A, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. Main runners described in the master report Table 1, classified as light-duty, intermediate-duty or not classified, are limited to use in Seismic Design Categories A, B and C. 4.2 1496 Seismic Perimeter Clip: 4.2.1 Alternate Seismic Design Category D, E or F Installation: The same as the master report, except CISCA 3-4 is referenced in ASCE-7, Section 13.5.6.2.2, which is referenced in CBC Sections1613 and 1613A, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. This construction is equivalent to that required by Section 5 of ASTM E580,which is referenced in Sections 1615.10.13 and 1615A.1.16 of the 2010 CBC. 4.2.2 Seismic Design Category A, B or C Installation: The same as the master report, except CISCA 0-2 is referenced in ASCE-7, Section 13.5.6.2.1, which is referenced in CBC Sections 1613 and 1613A, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. The construction is equivalent to that required by Section 4 of ASTM E 580,which is referenced in Sections 1615.10.13 and 1615A.1.16 of the 2010 CBC. 4.3 Suspended Ceiling Systems for Gypsum Wallboard: The installation must be in accordance with Section 4.1, except the ceilings must be designed for seismic loads required under Chapter 13 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and modified by CBC Sections 1615.10.13 and 1615A.1.16, as applicable. The ceiling weight must not exceed 4 psf(19.5 kg/m2). 4.4 Special Inspection: Suspended ceilings in Seismic Design Categories D, E and F are subject to periodic special inspections during the installation of the suspended ceiling systems and their anchorage , in accordance with the requirements of CBC Section 2506.2.1, Section 13.5.6.2.2 (h) of ASCE 7, and 2010 CBC Sections 1705.3.4 and 1705A.3.4, Item 3 (2007 CBC Sections 1705.3 and 1705A.3, Item 4.3). The special inspector must verify that the ceiling system is as described in this report, and complies with the installation instructions in this report, and with the approved construction documents. 5.0 CONDITIONS OF USE The Chicago Metallic Corporation suspended ceiling framing systems described in this report comply with, or are suitable alternatives to what is specified in,those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The same as the master report. 5.2 The same as the master report. 5.3 Suspended ceiling systems with acoustical tiles must be designed in accordance with Section 13.5.6 of ASCE 7 as referenced by CBC Sections 1613 and 1613A, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16(2007 CBC Section 1614A.1.12), as applicable. The documents must be prepared by a registered design professional where required by statutes of the jurisdiction in which the project is to be constructed. 5.4 For Seismic Design Category C, D, E or F, a quality assurance plan complying with CBC Chapters 17 and 17A, as applicable, must be submitted to the code official for approval. 5.5 Periodic special inspections must be provided in accordance with Section 4.3 of this report. A statement of special inspection shall be provided as required in 2010 CBC Sections 1705.3.4 and 1705A.3.4, Item 3 (2007 CBC Sections 1705.3 and 1705A.3, Item 4.3). 5.6 The ceiling framing systems must not be used to provide lateral support for walls or partitions, except as provided for in ASCE 7, Section 13.5.8.1, as referenced in CBC Sections 1613 and 1613A, and must comply with applicable code provisions referenced in Section 4.1.4 of this report. 5.7 The ceiling framing systems must be braced to resist seismic forces as determined from Sections 1613 and 1613A of the CBC, and modified by 2010 CBC Sections 1615.10.13 and 1615A.1.16 (2007 CBC Section 1614A.1.12), as applicable. 5.8 The same as the master report. 5.9 The ceiling framing systems are limited to interior applications and to ceilings not considered accessible in accordance with Item 31 of 2010 CBC Tables 1607.1 and 1607A.1 (Item 32 of 2007 CBC Tables 1607.1 and 1607A.1). 5.10 Lay-in ceiling panels must be justified to the satisfaction of the code official as complying with the interior finish requirements of Chapter 8 of the CBC. 5.11 Lighting fixtures and services (mechanical) within the ceilings must be installed in accordance with Section 13.5.6 of ASCE 7 as referenced by 2010 CBC Sections 1613 and 1613A, and modified by CBC Sections 1615.10.13 and 1615A.1.16(2007 CBC Section 1614A.1.12), as applicable. Lighting fixtures may also be attached to the ceiling framing members with clips complying with the ICC-ES Acceptance Criteria for Attachment Devices for Recessed Lighting Fixtures(Luminaires)in Suspended Ceiling Systems(AC184). 5.12 The same as the master report. 6.0 EVIDENCE SUBMITTED The same as the master report. 7.0 IDENTIFICATION The same as the master report. This supplement expires concurrently with the master report reissued on April 1, 2013. DICK'S SPORTING GOODS #1165 Twin Falls, ID PROJECT 14141.00 ends. A. Type: C. BRK-I: Acceptable manufactures 1. Size: 1. Irrter'state Brick-illoitterey a. Nominal face dimensions of 16" x 8" and 16" x 12" 2.03 MORTAR: b. Other sizes as indicated on Drawings. 2. Integrally colored CMU by Buehner A. Materials: Block-color#452 Honey Pearl, l. Portland cement: ASTM C 150,type 1. 3. Special shapes: Provide where required for 2. Masonry cement: ASTM C91, packaged Iintels,corners,jambs, sash, control joints, cement. headers,bonding and other special 3. Sand: Natural siliceous sand conforming to conditions. ASTM C144. 4. Water: Potable. B. Description: 1. Hollow load bearing CMU: Units shall B. Mortar type M and S: conform to ASTM C90,grade N-l. l. Type M or S mortar: Exterior block walls 2. Solid load bearing CMU: ASTM C90, and load-bearing walls. grade N-L 2. Type S mortar for masonry in contact with 3. Weight: earth.. a. Lightweight units: Use expanded 3. Type M mortar shall be one part portland rotary kiln shale or clay. Conform to cement,one part masonry cement, and five ASTM C331. Dry net unit weight shall parts sand by volume. not exceed .105 lbs./cu. ft. 4. Type S mortar shall be one half part b. Normal weight: Conform to ASTM portland cement,one part masonry cement, C33. Dry net unit weight shall be not and four parts sand by volume. less than 125 tbs./cu. ft. 4. Materials in exposed surfaces shall be free C. Mortar type N: of chips,cracks or other imperfections. 1. Use for interior non-loading bearing walls and brick veneer(unless otherwise noted). C. Admix for block for all new brick/block: 2. One part masonry cement and three parts 1. Product/manufacturer: sand by volume. a. W. R. Grace Dry-Block. b. Acme Shield Integral Water D. Unless specifically noted otherwise,no Repellency System admixtures will be permitted. 2. The addition of this admix is to achieve water repellency. Make addition of admix E. Re-tempering will be allowed only as necessary at the block plant, under the direction of the to maintain flow. manufacturer. F. Use no mortar more than two hours old. 2.02 BRICK: G. Color of mortar: A. Types: See Drawings for field and accent brick. 1. Refer to drawings for Manufacturer and l. Size: Nominal face dimension of 4"x color. 2-2/3" x 8",8"x 8", and as otherwise 2. Exposed mortar joints at brick piers that are indicated on the Drawings. not stained or painted. (See Drawings.) 2. Provide special molded shapes where Standard mortar colors for brick piers shown and for applications which cannot be painted or stained. sawn from standard brick sizes. 3. Regardless of color selection, mortar shall B. Description: be a non-fading type. 1. Face brick: ASTM C216,grade SW,FBS. 2. Common brick(used only for unexposed H. Admix for mortar for all new brick/block: back-up): ASTM C62,grade MW. 1. Product/manufacturer: 3. Provide solid units where surfaces of bricks a. W. R. Grace Dry-Block. are exposed other than the finished face or b. Acme Shield Integral Water BRICK AND BLOCK MASONRY Revised 01072013 04200-3 - uRNT T Co _ _ I"I—O "�- :✓iiii/iiiiiiiiiiiiiiiiiii/iii=1010MEN J� �17��1 .�,. .__ '�qy �1 _�1 III offinif . I • Install fing MW Domestic Water Services(See Arch. Install SO Manhole See Domestic Install Sewer Service(See I Install Sewer Service(See S It w".. Water Services(3,,Arch, Arch.for Size&Locations) Install Fire and Oomest'- Arch.for Size&Locations) far Sim&Locations) hor Size&Locatiors) Install Domestic Water Water Services(See Ar. A Domestic _ .�Fi •I L Services(See Arch. for Size&Locations) RETAIL I &Locations IF I111,-- 1 111 �1 rRETAIL 3 111 — u '/�rr ♦ 111 ��i RETAIL 4 7,000 Sf . 11 •.1 lz(n1i1 eliA 4r�� i♦� i,l 111 1 111 CUI � ♦ice / ■■■ J ggSee Elec.. or Details all Cal Cull ,. �i., tat ,�.��_� / _ � •.,.c:` � r ,n �,•W�� � /_cyr i fi// C_ J� C7�. � �. :%iury .' •99 I . �cat. T{��`: � ♦ � '—" �.�•♦. rLi •;I .Y ♦� ��. / �2\\�, QQQ�7 ', t•`, � t ;�t�•��:I. 'i �i !• r�� ���r /\ /�•�,a` er r •• :���; '"� II� /� vim•.• •u.ONE,tip•}. /\ ! _ ..,���� - NIN fall Pre Hyd.per ' • "l♦ '� =`.' ♦�..���+�. .., .�� :.�� W!I ••lam ♦♦♦~ ��<l■■�♦•� ' / 100, •�� � •' ��!" � .- '� ��! ��� � 11 ��! Ate/ �i�� ��♦�j ��j�♦� � � O i �� �■ III i■� i Ij ♦♦♦' �� �■ HMO :1 PAD5 ■ 60' .I Install Sewer Service(See =w-- 4,800 Sf Arch.for Size&Locations) ■■■■A �! ■■■ppl jlei����i ■Iu■u■uu■u■uiu■ uuu■■■■■uu■■■■u■n�l_A� �1PAD 6 t■ LJ■ ■■■■■■■■■■�■■■■■s■p■1 � �• ` f�rr�� r v \\� L—_� ©�111�■e�■e■■■.-.WWII Al— G.MARTENSi' Q�_,■■■'esli•r cwa�. � ----- U 1 �':•ir•• •ram . PAD 3 J ar,no5 � •r 'L_ ,.� %.. :.' ; .'.:': I � : �ir•>• � � 02 4,030IN 69—IIYDP— mom .III. AS SHOWN I ■ GRAPHIC SYMBOLS W' ` { JUL <w 14 1014 K I / ARCHITECTURAL NORTH a CEILING TYPE c1ryOF'rwwF,tLLs "A A I T�C T F A R I \ E S OF M ARCHITECT SUI4DINo DEP' --" CEILING TA6 t�(HE16HT) OF RECORD SHALL BUILDING SECTION PERFORM ALL SERVICES , C I V ORE STREETCONSTRUCTION AND PREPARE ALL oe:ion ana conarccnon a000mame j�/� B51 Bsl WALL FINISH TAG P-I !UL 2 rj 2014 ' °•,r°m°"„ °t o"°a:rn °P DOCUMENTS IN r He cnmen nrem,em°. me ue AIA A [ N Donna a remem me ACCORDANCE WITH THE IL o re ° T�NIN FALLS/ WALL SECTION ar mie aeeien ens mesa con°em..d ELEVATION TA6 REQUIREMENTS OF GOOD dt.thl, ,e ror°°rth", °,her,ne° ' W5i PROFESSIONAL me e°emnc°role°,n°mea herein i° TWIN FALLS FIRE DEPT. anmir orcnieiree amour e.oreeeed AIA PRACTICE,8KLL AND shoe°oo°eeor or W0111 crime, DOOR TAG 00 CARE AND E ^fC"1eae COMPLIANCE WITH ALL STORE 6 5 EXTERIOR ELEVATION 1l. APPLICABLE BUMJ)NG Date Issue WINDOW TA6 O CODES AND LAW. OT/05/2014 PERMIT SPORTING GOODS INTERIOR ELEVATIONS Ea IEO oT/Ia/2ola *FOR e1D AIA ROOM TA6 ROOOOM NAME DRAWING INDEX 01/21/2014 'ADDENDUM## DETAIL TA6 i-- x \I REVISION ARCHITECTURAL 35K SLP DESIGN i —— I TIA COVER 5FEET 07 - 19 - 2013 E 5 AIO i\ SITE PLAR _____�� 1,0 200 AST , AMU k's A , 2 ITE I" PLAN HERSCHMAN A I ROOF DETAILS A 111111L W YBIC �I/ ABBREVIATIONS A412 STAR DETAILS ARCHITECTS 6 , jtiRAT ] ) '� A.F.F. Above Finish Floor EXP. Expansion N.I.G. Not In Contract SPORTING GOODS I N C 0 R P 0 R A T E D A.G.T. Acoustical Galling E.J. Exppansion Joint N.T.5. Not To Scale AT•l , Tile E.I.F.S. Extorlor O.G. On Center AIIJsEc s ADJ. A"Jacent Insulation d OFF. Opposite A`1.2 , OWNER TENANT ARCHITECT A.G. Alr Ganditlaning Finish System O.H. Overhead 550TION5 ALTN. Alternate F.R.P. Fiberglass PR. Palr WOODBURY CORP. DICKS 5PORTING 65,00D5 HERSCHMAN ARCHITECTS ALUM. Aluminum ReInforced PLAS.LAM. Plastic Laminate A ARGHITE P F PLAN IXTURE PLANS 2733 EAST PARLEYS WAY 345 COURT STREET 25001 EMERY ROAD,SUITE �400 APPD. Approved Polyester PLYWD. Plywood Au.l , APPROX. Approxlmate F.R.T. Fire Rated P.Y.G. Polyvinyl Chloride P SALT LAKE CITY,UT 5410q CORAOPOLIS,PA 15105 CLEVELAND,OH 44125 ARCH. Architectural Treated PRE-FAB. Prefabricated A 2.Q niMloN5 45 4 DETAILS , A5PH. Asphalt F.F. Finish Floor P.T. Pressure Treated A CONTACT: JEFF STOKES CONTACT: DIRECTOR OF CONSTRUCTION CONTACT: JENNIFER DORT AUTO. Automatic F.E. Fire Extinguisher REINF. Reinforcement A , AV6. Average F.O. Finished opening RM. Room NoEL"ATIOND PHONE: (501) 455.7770 X1505 PHONE: (724) 215.5400 PHONE: (216) 225.5200 X263 BLK. Block FT. Foot 5.A.T. suspended 2. Ic E-MAIL: )_stokes@woodburycorp.com FAX: (216) 223.3210 BD. Board Fro. Footing Acoustical Tile A,l E-MAIL: dort@herschmanarchitects.com r,B. Built-up Roof 6.0A. Gauge 51M. Schedule All TO T { T , J G�. Catch Basin 6.G. Gan.Contractor 51M. Similar All G.O. Gleanout GYP. Gypsum 50. Square Rcloset RV.A.G. Heating, S.F. Square Foot ' V� ■� G1N. Gold Water Air C nditition d S.S. Stainless Steel All ILS �� COL. Column Alr Gondltloning STL. Stool GONG. Concrete H.M. Hollovi Metal 5TOR. Storage Drawn By: JLP/ma THORSON BAKER & Associates, Inc. G.M.U. Concrete HORIZ. Horizontal STR. Structural McHENRY & ASSOCIATES, INC. Consulting Engineers Masonry Unit H.W. Hot Water TEL. Telephone Project No.: 14141.00 CONSULTING ENGINEERS CONT. Continuous HR. Hour T96 Tongue d Groove CORR. Corridor IN. Inch T.O. Top Of GR5. Courses IN5UL. Insulation or T.G. Top Of&rode w a DIM. Diameter Insulated T.0.5. Top Of Steel I MEP ENGINEER STRUCTURAL ENGINEER D.5.6. Dick's Sporting INT. Interior TYP. ii��pplcal ¢ e z- 600ds JAN. Janitor's closet UNFIN. U�Pln ad o;e MGHENRY $ A550GIA7E5 THOR50N BAKER 4 A550GIATE5 DR. Door J.T. Joint U.N.O. Unless Noted 25001 EmeryRoad,Suite 200 3030 WE5T 5TREET5BORO ROAD D.S. Downspout LAV. Lavatory Otho lee „e::: DWG. Drawing MD.F. Medium Danslty V.B. Vapor Barrier a Warrensville Heights,OH 44125-5621 RICHFIELD,OH 44256 D.F. Drinking Fouri In Fiberboard VERT. Vertical o a'2-6 CONTACT: MATT DAVIS CONTACT: CORDON BAKER E Each M.H. Manhole VEST. Vestibule =` E..W. Each Way MF6R. Manufacturer V.G.T. Vinyl Composition ELEC. Electrical M.O. Mason opening Tile a s r s PHONE: (216) 2a12.4bgb PHONE: (330) 65g.6655 EL. Elevation MAX. Maximum p g W.H, Water Heater o FAX: (216) 2g2.5574 FAX: (550) 6501.65675 ELEV. Elevation MECH. Mechanical W.W.F. Welded Wlre Fabric E-MAIL: mail@mchenryossociates.com E-MAIL: gbaker@thorsonboker.com EQUIP. Equipment MIN. Minimum IV With w° E.F. Exhaust Fan misc. Miscellaneous W/O Without E'm ' >„3�0 EXIST. Existing MTL. Metal WD. Wood NATIONAL VENDORS RESPONSIBILITY CHART SET BASED ON F-1 PLAN DATED 6/11/2014 SOP CONTACTS: n" P56 MANAGER OF ARCHITECTURAL SERVICES: CRISPIN CONKLIN-CRI5PIN.GONKLIN@DC56.GOM(724)213-35411 "All work, materials, and systems shown In these plans and specifications, including all referenced national accounts, is the 056 MANAGER OF STORE PLANNING: PAN HINTZ-DAN.HINTZ@DC56.COM 024)2T3-3357 sole res onsibilit of the General Gontractor to purchase, schedule, and install complete as shown and referenced. The 056 MANAGER OF PURGHASIN6:GREGG GRAVES-®6.6RAVEsovoss.GOM(724)2is-3942 p y p p 056 PROCUREMENT SPECIALIST:SUSAN CLYDESDALE-SUSAN.GLY0ESDALE@DG5&.GOM(124)213-4556 Tenant (Dick's Sporting Goods) has no scope of work and/or responsibility shown in these plans and/or specifications." (n VENDOR#2:GEDRIC ROVE(GMROWESTYGO.GOM),BILLY SANDERS(BSANDERS@TYGO.GOM),MIKKO SUOMINEN(M5UOMINEN@ADT.GOM)AND MIKE SMITH Q (M5MITH@ADT.GOM) VENDOR#15: REFER TO STORE SPECIFIC VENDOR MATRIX FOR CONTACT NAME AND NUMBER. Vendor Matrix DESIGN REVISION BULLETINS LIST OF ALL INCLUDED DRBiS(as required by each DRB. Not all DRB's may apply to this store) STRUCTURAL 1165 -Twin Falls, ID 1/seIIssued 6nrre 6/5/2014 Is NOTE: 7H15 SET OF FROT07 rFE DOCUMENTS INCLUDES ALL ORB'S UP THRU #0777 (EXCLUDING 71 1) AS REOU I RED BY D56. New-RBTS-SM 01-Advanced Casework/Millwork,Slatwall/Plas.Lam. 10 DSG Vendor DSG-Heather Ingram/F&S-Tom /� Fixtures Inc. Panels/MDF Panels,Wall Lozier Romek,972-784-8800 x 225/229, L� DicksPJM@advancedfixtures.com AREA MAP SITE PLAN O 02-Tyco Integrated Security 4 DSG Vendor Thad Henson,847-521-0536, rm Security I ADT ieffreyhenson@tyco.com �LL.�,O G AT ON 7 03-Inside Edge All Flooring Materials/Ceramic Tile/Wall 9 DSG Vendor Ron Myers,651.389.4226, �/� Carpet rmyers@iecis,corn H.V.A.C. Vd _ 04 Girtman Hollow Metal Doors(Frames&Hardware, 6 DSG G.C. Laura Hametz,1615)964-6000 10Wg�WPLAN ~ Associates Cores,Keying),Fitting Room Doors x1519,dsg@girtman.com LOGATI ON AHVAr, S W C.) Cy) 05-Ovation In-Store Audio/Video Equipment 10 DSG Vendor Jonathan Palmer,718-628-2656, 142.2 3 D0 jpalmer@ovationadvantage.com H5.oQ 06-PTR Baler& Trash Compactor/Baler 6 DSG Vendor April Davis,800-523-3654 x 2257, — CompactorCo. ADavis@PTRCo.com - o, �`' (n li 08-ImageOne Ext.Sign Structure,Int.Mall Entrance& 15 DSG Vendor Linda Baynes 215-826-08$0 x126, W dQ J � r Column Covers,Interior Wall Murals,Footwear Isbaynes@imageoneind,com 1 _ o PMBNO J Graphics and Frame including installations ` A Z LL 10-Care Marketing/ Alum.Storefront&Cunainwall,Alum.Win. 4 G C G.C. Mary Jane Mangmo 724 443.0520, 1; �1,. . _ \ JELECTRICAL SCHED11 ES 4 Olin" Q LL W Kawneer Frames maryjane@corernarketing.com - 12-Lennox HVAC Equipment I RTU's 6 DSG G C Razi Dole,614 305 4387 Z razi.dole@Lennoxind.com /° Q O LI6HTINS FL U (a 13-Source One Data/Telephone Wiring,Speakers,Paging 2 DSG Vendor Tim Janisch,606-222-6320 x 7103, y. CK1-16HTIN6 PLA System/Traf-Sys TimJanisch@sourceinet.com f "'r e „ ELEGTRIOAL POWER PLAN .._.._ PLAN 15-Retail Fixture Stockroom Shelving(including Conveyor 10 DSG Vendor Ron Hoffman,972-923-0001, ' DETAILS eDETAILS Solutions,Inc System to Mezzanine when required),Dock rhoffman@retailfixturesolutions.com L CJ Levelers I Dock Seals 16-Novar EMS/Energy Management System, 4 DSG C.C. Cody Hatch,216-682-1482, ELECTRICAL DETAILS Commissioning cody.hatch@novar.com 18-Rexel Capitol Light Switchgear,Energy Management System, 5 DSG G.C. Don Barr,614-771-7366, \ r EIOA SPEVAL SYSTEM PLAN Lighting Fixtures dbarr@capitollight.com h 19-Tyco Integrated CCTV,EAS 8 DSG Vendor Jeff Dye,440 846 6086, \� Security,'Sen sormatic Jedye@tyco.com 20-Stanley Works Automatic Entrance Doors 8 DSG Vendor Ryan Driscoll,860-679-6431, •,I�1,•r f �a rn RDriscoll@stanleyworks.com ` , �,., n/I HAEL 22-Overhead Door Overhead Loading Dock Doors 4 DSG Vendor Angela Burgess,(469)549-7121, ' " A R C H I T angela_burgess@overheaddoor.com �� 21111 EMERY R111 SUITE 0 25-Sherwin- Interior/Exterior Paint 2 G.C. G.C. James Geist 724-933-1900, " `"" -- 'i \` / allow0 ans. CLEV ELAND, OH a41 Williams Iim.Lgeist@sherwin.com A'1 �� TEL (216) 223-320 ` �- �A. / ENERGY MANAGEMENT SYSTEMS // -- FAX (216) 223-321 27-Premier Store Surface Mounted Wall Standards,Weil Grid, 12 DSG Vendor#01 Stephanie Craven,531-236-4055, - EM9 NOTES 1 DETAI Fixtures SSFW Fixtures scraven@premierfixtures.com --'" ' ` ��� www.hersohmanerahlteats.00m 28.GTC Faux Wood and/or Distressed Logos 10 DSG Vendor,faux April Andrick,614-252-6342,x235, wood by April.Andnck@gtcawm.gom - =-.:w° Page Vendor#01 ` \\ ,x , �� FEE PREVENTION! COVER SH - 29-Sanico Company Toilet Room Accessories,Cleaning Equipment 4 G.C. G.C. John Sullivan,800-333-2635 x 210, s r I '• ..... ,.c� // FLAN &Products. jullivan@isanico.com 0 wwm _ w � J< or M 1 2 3 4 5 Design end oonatramlon aooements nstrnmema of.rmaa Its Ri- ha nconiltlence e e 11 of Herac"ma A h ectan po The as I6T'-0' of this deaiaD ens these conamuct. ant.I r a tlthe,than ...p DvrDa:e ecinc a Ihd named herein la a'irletly Dr iced. 461 401 49-4' 401-0' ant ofilMut exDresaed Mic hael DrI.IID. 10' Aramtemons B NT.LONG. Date Issue F , 01/03/2O14 PERMIT U se se I I is e Q ®I ® ® 3A is EGRESS g � o J WIDTH se o C� I 219"1 ACTUAL OVERALL TRA ELse se DISTANCE . A. -- - - - - - - - - � - E 48' E EG S . Ej se - 4 g I I I I I Drawn B Lp/MG us Drawn J - Project No.: 14141.00 OGF r EGRESSg - WIDTH I� 6 LLee oe ® s � w�` •� ® f N<sUFw M +7+41 n I 20 L A\/ x\I o 25O"1 ALLO ED r £' O Tr- 3 Cr)38" CLEAR CIDEGRESS WIDTH 0 A Qcn Ln cc d 1)LSL0.Sprinkler Svstem Z Q a)Applicable code is the 20121FC. Sprinkler system plans shall and designed in accordance with NFPA 13 and sent the State Fire Marshal office for re O LL W I review. Idaho State Fire Marshal LS1 LIFE SAFETYPLAN Q Q 3 O 700 West State Street,3'"Floor Boise,Idaho 83720 SCALE 3/32"= I'-O" PLAN REVIEW DATA FIXT LEGEND I.Aoolhddb Lodes: Fire Ressestance ratkg rii for Exterior wdb based an has sepwdbn dbW- VII.Exit xit CI A 2012 Intempti-I Building Lode,Iroludi e E(r✓ ren eenb) Too.602: A.Hiroo reedxr W ezlts:0021.1) • FIRE EXTINFaUI5HER5 Lax t a 2 Hour Total kxtd= IZ oa 4 exd.,min. A O apant load: I B.200q Idol.Skate Plumbhg Lode APP°^d ocp-panic 0 upaMs= O.2009 Internatkmal FMe Gods Greater Utan 5'lax than 10' Hors B.Nwlbr d ezlM provided:4-(d)fran Sal= (U Prom Stock I.Ipl2 aw.pante ISOb Men/506 Women-Aeeuned) D.200R IntemsRleral Mechallcal Lode Greater or eq.to 10' 0 Her L.Mhhun exit width required(tion IOOS.U: B.Mntrum fixtures required: E.200el IGG AIITI-200a Auanible and Usable&I and FaUl Ites Table 1059: Missile-anea W exl W wall I.Male: F.Life So Lode LhINnited with. tion reaNr than 30'. 1"1 1.Doors:02 klcMe per person(./sprhW-system) .4 Waste required(2 war r ak,.et,2 DrY.0,2 w<.!2 Irheb p-lded FIRE EXTINGUISHER NOTES °by spans 9g Ip12 occupants x 02=202'M requlrod taco wdth b.2 Iavatnrles required 2 Ided b.200R Int-tonal 15 r%Cxnservatbn Lade(climate sons 55) ereafer Nan 25'-TO% 6rehafer than 10'-15% hole Section 1005.1:50%x 202'=101'fw remah exits If them exit(I t I le PfO" INFO WAT10K BASED ON INi6lNATIONAL FIRE GORE RE-G/1REMENIS AND 6realer than 15' -5% treater than 5'-IIC% a'9°B� 2.Female •II�50 S.F.MAX.FLOOR AREA FOR EACH FIRE EXTINGUISHER. " II.Oev a 6r�: Grader than IS'- 45 Len than a-1'- blocked(2)Y 46'exlL.60'•160'(remdnhy dWre mist add I.y N..hlmum 50%d egase a.3 toilets requred,3 provided tffPA 10 FOR AN ORDINARY(MOD9IATE HAZARD)OLGIPANGY A Mercantile 0'V section 9179 ^ 'c�acthJ a requred by code) b.2 Iwatorin required,2 provided 0 15'MAXIMRI TRAVEL DISTANCE TO EXTINGUISHER I. LOCATIONS AND GUANTITB A5 PROPOF.ED ARE BASED ON WPA 10. B.5tnroge(SH)5ectlon 31I N.Ferro gproxbn Srtan' p,Exit width prwlded: 3.Drinking fwntors: VERIFY 1 COORDINATE FINAL GUAMlTlg,LOLATIONE5,AND a.2 total trod I$00 rA.FT.PER MIT OF A L.Business,(B)Sntbn 3W A.Fully sprhdwed(a033.T) I.Z,ODO'of egen wkkh Provided. requ (I Pw .h 1000 otapmta),2 provded-dual height hVlow Pixbae. INYTALLATION YUTH LOCAL.LRISDIGTION. D.Zo mg Ldxl/katlan:51te Specific B.Hvual FY.alarm.yet-not required for&-p M oaallpl-lee(a0-1.2.,)ten Nan 4.5ervice a1"' 0 Him"RATm Exmwisl-ZA-05.c 2.TOTAL FIRE EXTINbUI%lR5=?UNITS MI CHAE L CR)S LI P Note:Mlzed Oulparoln fw the pwpon a!taker dNMd r accwonts above gate exl!dbchrrge or R lolly sprlMderod. o.I required,I provided ALL FIRE EXTIN6U15HER5 SHALL HAVE A 6R0SE,YEI6HT NOT TO Nan-' rated Use.Aliowing No Rated 5eperatbn oP 5tock Roam. L.1O33 Covered mall/eomeeted building.shall be equipped throughout with Close,I FIRE AND PLACEMENTFOR LA B HAZ EXCEED 40 les.AW ARE TO BE MOUITED ON HOIMTIN6 BRAOKETS 50 automatic rot etvxplpe wpfem. Vil✓V�IBement of Btlfe: THAT TOP OF I.tLT IS NO MORE THAN 5'-0'AFF.LOOfmINATE E%PCT A R C H I T E C T III.lash-tkm Tme: •ORDINARY(MODERATE)HAZARD-51.IOB EXTIN6UI5HER RATINS D.905.4-I.,2.,3.,4,!5.-Glan atarz}D+re hne cwrectbra: O'4@iE REWIRED) A.5epanatbn of Exits:At lea.t 2 exits NaII be places a dlefxs.e.pant equal REWIRE$50'-0'MAX.TRAVEL D15TANLE TO EXTINGUISHER, lEldi f WTH LOCAL FIRE DMARTMEfir 25001 EMERY ROAD,SUITE/00 A.II-B(7abb 60U to rot lax than half the length oP the maxh in th f,l dla R.1 dl-lon d the V.Bulldkg�laM ad Area: area bet nerved(10152.1).Oro thhd the I f mklered wild 5.PLACE SALES FLOOR FP.b ON REAR 51DE OF COLUMNS A5 SHOYN(w CLEVELAND, OH 44128 B.As Re9letanae RequlremeMs(Table 601) being ength wear Ylgs. D15 20B ETO FXT%)I RATING REQUIRES SO'-0'MA%.TRAVEL ae ellawd Metres Iaeeent D%Is F-I Ian.L.As Lbted: A.Allornble Nelght:5.twln,(7abb 503 w/5042 Increase). B.Maximum travel dbtaxe:750 fee!(7dNe IOIb.U. DISTANCE TO EXTIN6UI5FER. by P Pe' P T E L 12161 223-3200 1.Exterior tearl Ile s Prodded IX Other IIN ealeW corelderatiore FAX (216) 223-3210 ^9 wa (see Table 602)regtb.Lehr O HOUR 2.Exterior non{eTlrrgg roll. (see Table bOZ)req!'s.below O HOAR VI.pcJnmart Load(Table 10041 U A.Mninum corridor.Idth:4 to(1e,un,0 www,herschmanerchitects.com 3.Interior k'anwg-11e O hour WA B.Dead eM carldw:20'maxlmml 0010.4).Exceptlan e2.50'mazhun h 6rolp B REWIRED I'tllBiE ENERbIZED ELECTRICAL EWIPMEM CAN BE EhLGUMf3im 4.Lowb»tibia materb6 allowed FRf YO.IXfD �n� 1E�'01� wI-build"b equpped fhrcu fled wM an aulomaNc eprhkler system h THAT ACULD REQUIRE A NONLONDUCTIN&EXTIN&U15HINS MEDIUM. 5.Seruawal Prams 0 hu' O HOUR OaacR TO TABLE 1004.1.1 FOR MAXIMAL FLOOR AREA AtJDWANCES PER oCLWAM) aaewdanae with Section 9033.1.1. b.Floss 0 hxr 0 HOUR C.Doer clew.kith:32'thhtam(1006.1.1). T Root 0 hu'(eee rote L.for restrbUor s) O HOUR HEsicAMILE-30.1.6RosSIOCCUPAW (2H900 0)- 111 OCO PANTB D.Interior fMbhes(Table 003.a): ARCHITECTURAL LIFE BbIlEES=100 0,6R0SwOLLUPANf (Tm 0)= b OCCUPANTS 1.VerticOl Exib/P Llan B SAFETY B.5kdL ereloeurm(,07.a) o Maur WA(W ERE REWIRED) MAIN FLOOR STORA&E=WO 0.6ROY/OCZWAW (a92a.11 I I OLGIPPNI5 a•ag•"�"- 9.Fire Wall(6 ad -tt-11) 3 hour Ses Tax.101.4 WA(W�EsR�EeREWIRED) 2.EZR Aaeex Caorldon-Llan L •O 10.SLaY Enclosrn Nlaw WA OMEFtE REWIRED) .005 TOTAL solo IPI2 000PAN15 TOTAL 3.Ream/F Ioeed Span:Slaw L 4.Flow FlhWm-Lla.11-Floor 1%lah thaterbb must comply nIth D'OC FF-I'p111 tnt'(804.4.U. CLEAR FLOOR SPACE NOTES: -- GENERAL SITE NOTES: 4-'. L DOORS SHALL BE PERMITTED TO SWING INTO TURNNG SPACES(30+.4) ev WN N,MN N,MN ADJONNG SURFACE,t20 L ACCESSIBLE PARKNG SPACES AND ACCESS AISLE SHALL BE LEVEL,2. ONE FULL UNOBSTRUCTED SDE OF THE CLEAR FLOOR SPACE MUST MAX.COUNTER SLOPE MAXWA PERMITTED SLOPE IS tell(502.2&502.3)( ) - PARDNG SPACE DENTFCATDN RESERVEDADJON AN ACCESSIBLEROUTE OR ANOTHER CLEAR FLOOR SPACE 305.8 L ACCE39NE PARKING SPACES MUST BE IDENTIFIED WITH A SIGN.A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH FLARED SDE BEYOND SIGNS DENTFYING VAN ACCESSIBLE SPACES SHALL CONTAIN TIE SIGNS SHALL BE 80'MNMUMPARKING PARKNG SPACE SURFACE AN OPERABLE PART(908.2) OURS RAMP OESIGHATKN'VAN ACCESSIBLE'. SIGNS SHALL BE MNMUM 80'FROM LANDING MAP RUN LANDW RUN�, a THE PARKING SURFACE TO THE BOTTOM OF THE SIGN.(50222 8502.2.3) e tz• ar fr RAMP RUN ggtt70```yy'/ b°r ABOVE ° iaecoe ocp,. n olooe«a (•) COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS �OV Mill in.vumen,a o a- 1!L AWL MN Dnnlen a net"ano°tloo"mnntn F l / \ @) 0 CURD LINE •` 1 6 PARDNG n. ' ,cn".i�.. •,• 8TRAIOHT Fig.408.2 f0'-0'NIB. '/ a g Ru LENGTH of MULL IP SPACE d H esa$m..ec BB5`o;8a"t 1 1 I of e n n.� lI r 1 I 1 $ BAN NOTES• CHANGE N 1� `.... $ / SURFACE °itta t a t•ot Mion ei^cri.ice J L o iY r-// raocv 2 mmhntl anon e.orannetl L MA JIM RAID SLOPE SHALL BE t12.(4062) DIBECTIDN r--- L MAXIMUM CROSS SLOPE OF RAMP o,ggo m '^ \� ", ` ) ) nronn t / SHALL BE 1:48(405.3) RAMP LAIOWS X a MATCH CURB c RESERVED Date Issue S RAMPS WITH A RISE GREATER THAN 8' $'11J.33 3 RAMP - ���V d �` q / PARKING SHALL HAVE HANDRAILS AND SHALL FIB 40L7 • 7 01/03/2014 PERMIT ae eo• COMPLY le/SECTION 605 po58) �' NO PARKINGI PARKING FIB A304.32 Ref.304.3.1 I ' a �. VAN T-SHAPED SPACE CIRCULAR SPACE • UP �m -_ N'MN so,MR I_ ACCESSIBLE VAN ACCESSIBLE 13r LAN. N•M N'WL epl TURNING SPACE x 1r _ tp A10 MAX k10 MAX TYPICAL VEHICLE PARKING SPACES&ACCESS AISLE OPTIONAL VAN ACCESSIBLE PARKING SPACE A ACCESS AISLE VAN Ref.Section 304 ! MN AWL SLOPE DM -�L Rot.Figures 502.2&502.3 Rat.Section 502.2 Exception N.MN ACCESSIBLE ..,,. ABOVE 98' JA a ,..RN.BSOticn 40M Mg.40LLI PARKING SU MIN. ,g• BARRIER CURB EXTENDED FLOOR OR I3BN PASSENGER LOADING ZONE ACCESS AISLE VEHICAL PARKING SPACES & ACCESS AISLE , x MHL A GROUND SURFACE Ref.Figures 408.3 at 408A Fig.503.3 RN.Section 502 Ix EDGE PROTECTION IDENTIFICATION Rot.Section 405.9 Rat.Section 502.8 I Fig.UL71 FIB OL7Y RAMPS CURB RAMPS PARKING & PASSENGER LOADING ZONES Rot.Section 405 Rot.Section 400 Rot.Sections 502 a 503 CLEAR FLOOR SPACE W ALCOVES r AlNIOAOI� r -� r ! tr I es TACTILE SIGN NOTES: 4r r�rraoAa 1P 1. RAISED CHARACTERS SHALL 4-0 1/4' ✓ COMPLY WITH 7ER AND SHALL PER r----1PERIMETERBE DUPLICATED IN BRAILLE L // r 1 v+•r }y2 oCOMPLYING WITH 33.RA 11 I I CIRCULAR MN INSTALLED/ ij I IIi m,.._.,. V ISoo•o CHARACTERS SHALL BE RAISED L____ L-_J IN ACCORDANCE WITH J 30• ram. , 21M' �e 703A.(7032) h��i ,Of' MAX. C •� 2. NWLLE SHALL BE CMCTED yI HEIGHT OF RAISED (GRADE 2)AND SHALL COMPLY CHARACTERS POSITION OF SRALE WITH 709.3 AND 709A.POSITIONED ) CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH (a) (a) @J (a) (W .'' L BELOW SHALL BE POSITIONED Fig.3053 Fig.3055 a) Flg,SNA(b) FRONT APPROACH FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE FRONT APPROACH,PUSH SIDE; PIA.L 80E :r`�,� Fig.709.2.5 Fig.703.92 BELOW THE CORRESPONDING ( - DOOR w/BOTH CLOSER B LATCH � \ ". TEXT.IF TEXT IS MILTI.LINED, BRAILLE SHALL BE PLACED BELOW HANDRAIL CLEARANCES NOWGIRCULAR HANDRAIL CROSS SECTIONS r , \ THE ENTIRE TEXT.(703.3.2) MINIMUM CLEAR FLOOR SPACE N.505.5 L 505.8 Fig.505.7.2 X m I s&A ti12 4. PICTOGRAMS SHALL HAVE A FELD N° II HEIGHT OF 8 INCHES(150 LAA) I` Aj % (e.) RS AND -_L BRAILLE SHALLMINIMUM RNOTEBE LOCATED IN THE PICTOGRAM FIELD.(703.ILQ Ref.Sections 304&305 r--- p �i p HANDRAIL SUES 8 CLEARANCES \\ i L491"I Drawn Ely: JLDMiGr CENTER LBE L PICTOG RAMS AND THEIR FIELD \ tr OF TACTILE SHALL HAVE A NDN-GLARE FINISH. PTojBCt NO.: 14141.00 \ NL CHARACTERS PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK 1� 1� Vr Ml (Q) (() (L) LOCATION OFF TACTILE SIGNS AT DOORS FELD OR A DARK PICTOGRAM ON MAIL SIDE APPROACH p.709.4.2 A LIGHT FELD.709.8.2 e ALs Ab. A. FNOE APPROACH,PULL SIDE FWi(E APPROACH,PLLL SDE IB10E APPROACH,PUSH 80E PUSH SDE 7� ( 1 ¢ .c m 2 tNMACTEB MAz • �,� rADRLE eo•aFF� ��r p\\ r b @AWt. ease ... // 2r Aj r 1 x MN. '_`a3W WL Fig N&2 Fig.WU FIB 302.2 (- oo Di.) CHANGES N LEVEL CARPET PILE THICKNESS BTARB RAMPS WALKING SURFACES �- E 9 A // w„o�K o 22' $ a+' 2��4'... (\/\// TACTIE CNAMCTER NEBXT ABOVE FLOGI Fig B06A(s) FIB 50L4(b) Fig.505.4(c) ' MN § �I U - / F 703.4.1 a r„2° W D _ w. Nam CHANGES N LEVEL GREATER THAN yr - HANDRAIL HEIGHTS \ MU ED,SHALL N RAAP AND axAu COMPLY wl ^^•'• I I (a) W.) (h.) (L) "(al \ TACTILE SIGNS w E a 8ECTKM 405 OR 408. (303A) Rot.Section 505 POCKET OR XNOE APPROACH HIM APPROACH,PUSH SDE; LATCH APPROACH,PULL SIDE LATCH APPROACH,PALL SDE; PUSH SIDE; � Rot.Section 703 DOOR w7 BOTH CLOSERS LATCH DOOR w/CLOSER DOOR w/BOTH CLOSER L LATCH LORD DLIENSMO• m PERPENDICULAR TO .,.� ' ' THIS DRAWING IS A REPRESENTATIVE ROUTE OF TRAVEL X T-0 ( ----- r----- MANUAL SWINGING IN NR Y, NL I DOORS 8 GATES RECESSED DOORS 5 GATES �� SUMMARY ADAOF THE REOUREMENTS OF _ o s T4Y T4P W 24 N, I N 40424.1 Fig.404.2.3 'i THE 2PLI ABL STANDARDS THAT MAY y X o I�, FIB 9 / BE APPLICABLE 70 THE PROJECT. `.•.•,, ❑ X.TREAD e I AWL, I MN .. WHERE WE INFORMATION AND DIMENSIONAL CLEARANCES LEARC w • ° 1 Jc- •, -� NOT NOTED ON HE IRAWINOS ARE - NamUtiw (d) MANEUVERING CLEARANCE NOTES: I, \� CONSTRUCT TO THE CLEARANCES AND F [., L DOORS,DOORWAYS AND GATES PROVIDING USER PASSAGE SHALL - TOLERANCES SHOWN ON THIS SHEET. STOP OR LATCH APPROACH WHERE DRAWINGS SPECIFICALLY < C MPLY O (2085) 2. ADJUST DOOR CLOSERS SO THAT HE DOOR TAKES AT LEAST 5 - ) IODATE DIFFERENT OR CONFLICTING DOORWAYS W/o DOORS SLIDING -- SECONDS TO MOVE FROM 90 DEGREE OPEN POSITION TO 2 DEGREES INFORMATION TO THE STANDARDS ()) IILl DEPICTED ON THIS SHEET,CONSTRUCT Q OPENINGS IN FL0011 OR GROUND SURFACE BOTTOM TOP BOTTOM TOP DOORS GATES 8 FOLDNG DOORS LATCH APPROACH,PUSH SDE LATCH APPROACH,PULL SDE; FROM LATCH(404.2.8) (a) USING THE MORE STRINGENT Rat Section 30U FIB 505.1a3 Fig 505.10.2 Fig 404.2A.2 DOOR e/CLOSER 3. FIRE DOORS SHALL HAVE MINIMUM OPENING FORCE ALLOWABLE BY THE ACCESSIBLE BUDDING AND FORE CODES. OTHER INTERIOR DOORS,5 POUNDS REQUIREMENT OR CONTACT THE MAXIMUM.(404.2.9) ARCHITECT FOR RESOLUTION 4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC DOORS FLOOR & GROUND SURFACES HANDRAIL EXTENBIDRS B RAMP HANDRAILEXTENSIONS B STAIR MANEUVERING CLEARANCES UNLESS DOOR OPERATION HAS STANDBY POWER(404.3.2) DOORS & GATES IN SERIES GUIDELINES Rot.Sections 302&309 60LD.t - -- - RN.Section 4042.9 Fig.404.2.8 /R �aRelr.e Her n aw V 92'MIN. wooer nets v a mle en�i•neMie ea e�aw V ewre eauewowR HWr MAX _F_Ifr MAX. s MR. V �t ao°MAz +I I I 20'MAX / >2o-2P i er MN f0• MAX. +1D N Z (b-) J % i MAX A T ___ _ SLIDING DOOR r - r LL l 16 r \\ / N° 3r MIN. \ \ S _ ,, L L - _ Vr HADIUS - Vr RADIUS 111 ur RAous \ / / �, MAX. MAX MAIL 1 : x °� °� A i MAX T!'-46• a �---I (a) (a) Fig sas(b) FTg a"(a) Fig.504.b(tl) / (b) (2) (b) 0 HNM DOOR FOLDING DOOR ANGLED RISER CURVED NOON BEVELED NOSING (a) NI (s) (p) ELEVATION PLAN ELEVATION PLAN a FIB 308.2.1 F,ate" FIB SSUI FIB 308.92 Fig 306.2 Fig,MA UNOBSTRUCTED OBSTRUC7ED HIGH FORWARD BEACH UNOBSTRUCTED BIDE REACH OBSTRUCTED HIGH SIDE REACH TOE CLEARANCES KNEE CLEARANCES FORWARD REACH O CLEAR WIDTH OF DOORWAYS STAIRWAYS & HANDRAILS REACH RANGES KNEE & TOE CLEARANCES Cl) Lc-) FIB 40428 Rot.Seotions 304&5N Rot.Section 308 Rot.Section 308 3 OD / _ Y ALTERNATE DOOR r AWLTdwm Q i I. A TURNING SPACE PER SECTION t PROTRUDING OBJECTS SHALL NOT REDUCE THE MN LOCATION L KHEE B TOE CLEARANCE CONLYNG � N REWIRED WIDTH OF AN ACCESSIBLE ROUTE(307A) .\ ♦ \♦.,\ LI 304 IS RECUR ED WREN A WITH 306 SHALL BE PROVIDED(N22) Q N t0 2. PROTRUDING OBJECTS ON A CIRCULATION PATH TOILET ROOM(8032.1) 2. WHERE A DRINKING FOUNTAIN IS d J j SHALL COMPLY w/6ECTDN 907(204.1) I PARTITION 2. ONIY THE FOLLOWING OBJECTS REQUIRED,TWO SHALL BE PROVIDED; >� / % Y I ♦, ' it ARE PERAITTED TO OVERLAP ONE HIGH 4 ONE LOW(2112) Z Q TEE REQUIREDCLEARANCE GRAB 3. UNITS SHALL HAVE A CLEAR FLOOR O LL Lu BARS,DISPENSERS,SANITARYSPACE COMPLYING WITH 305 D/ ,r % I i '� NAPDN gSPOSAL IaR1T,COAT P091TIONEO FGi FORWARD APPROACH Z1�1/1 Er / / ar - / / HOOKS AND SHELVES(BW.&2) AND CENTERED ON UNIT(N2.2) Z -O \ 6ROTECT SHADED AREA FROM CLEAR -+• L _ \ FLUSH CONTROLS SHALL BE Q�f• Ir IB �♦ ArrsoAw HUG. %' THE WLOCATER CL(004.6)DE CL \ I CR088�HAFFlC YIDTH �' (a) (s) 4r MN 80'MN !. UUNAIS SHALL RAVE A CLEM+2•MN se'iNl ./WALL MTD.W.C. :&:q, MNFS804'&1 ' ELEVATION PLAN FLOOR SPACE COMPLYINGWITH CLEARANCE AT WATER CLOSETS 59•MN, w/FLR MTD.W.C. 9L5 POSITONED FOR FORWARD r APPROACH AND CENTERED ONWEEELC LE ACCESSIBLE TOILET UNIT TORTE)IIFWIFHCNM ACCE88IBLE TOILET COWARTYBIT COMPARTMENT TOE CLEARANCE AAWULATORY ACCESSIBLE TOILET COMPARTMENT 5. LAVATGRIE9 BiALL HAVE A4rIWl X /2'MN SPMN X ap OWL ,•. ..t .. ... .-„ L___ Rel.Section 804 Flg.804.8.2 Fig.804.8.2 CLEAR FLOOR SPACE COMPLYING 4 4r •11' CANE DETECTION AREA WITH 305 POSITIONED FOR RE.4NA2 W FHB 409.5.2(b) CENTERED FORWARD APPROACH AND , Fig.907.5 FlB 907.2 L- / CENTERED ON UNIT H AND DRN(ING FOUNTAIN SPOUT LOCATION B. KNEE 8 TOE CLEARANCE Fig.IO2L " (,YEAR WIDTHS AT 1B0 DEGREE TURNS VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS Is ,YN / / N, COMPLYING WITH Boo SHALL BE PROVIDED(8022) 1-1/2' MN it MAX tr MN f MFAaR 7. EXPOSED WATER SUPPLY AND�R 2{ 48' CFGLAR % O f / DRAM PIPES SHALL BE -^••• MA' T/GRAB BAR NSIILATED. THERE SHALL BE NO MICHAEL CRISLI P ------ -----�j / SHARP OR ABRASIVE SURFACES W - / ' / / FLUSH CONTROL / A R C H I T E C T L� �L RACER LAVATORIES(80IL5) ACCEBB8E ROUTE NOTE $ .'. MAX (- / a. / R % (OPEN SDE) � � k� � � S. INSTALL GRAB BARS TO IB � 25001 EMERY ROAD:SUITE 400 THE ELOPE OF A WALING SURFACE ALONg AN [. %>W i / / / j WRIISTAND NOT LESS THAN A k ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN t20 / / / / 250 POIND FORCE APPLIED AT CLEVELAND, OH 44128 AND CROSS SLOPE$SHALL NOT E%CFED U8(402) (s) (b) - /, i, ANY POINT ON THE BAR(809.8) / TEL (2161 223-3200 ♦♦ o. ♦A,1:`. ♦ a.:♦ .... �. ,', Ip1.1027 HH.lMA F• FAX (216) 223-3210 FlB 307.3(b)/ PROJECTING OBJECTS RECESSED OBJECTS Mr�4a FAX / www.herschmenarchitects.com ��'8 W p8PEN8ER OUTLET �� I I DRBNNG FOUNTAIN OUTLET CLEAR WIDTHS LOCATION HEIGHTS Fig 403.L1 POST-MOUNTED PROTRUDING OBJECTS SPACING OF GRAB BAR € ~ TOILET LFJUL LAVATORY Fig.609.3 Rol.Section 05 Ref.Sections 606 a 50&3 2010 ADA STANDARDS ACCESSIBLE ROUTE PROTRUDING OBJECTS TOILET ROOM CLEARANCES & MOUNTING HEIGHTS DRINKING FOUNTAIN ,pppp Rot.Section 402 Ref.Section 307 Rot.Chapter 0 Rot.Section 602 gl♦ ®A•,p�I, RECEIVED JUL 0'7 2014 CANYON RIM cIly OF eUIL0"ZID FALLS 1 p� EPT. NZ F 'C. Y"'1_ 'oera<Fce a reme c��properrr +t H n PcFllecrs^ TM1e u - � � p'eumpn•s�tln en0 rnase a er'i rFae ■ ■ 1Kt ro'e'pe- recce p 'li„' 0'na o ip E � I 1 pl•Criallpa 19 �e� f P e� \ �Yyb Date Issue 01/03/2014 PERMIT 88$B DICK'S rn 8 ti RETAIL 1 ROSS RETAIL 3 0 35,000 sf RETAIL 2 PJR 20 w DRESS BARN PIER 1 20,000 sf al 25,000 sf ULTA JR 3 PAD 7 _ FFE=3622.00 12,234 sf JR 4 � I 5,032 sf ® o RETAIL 4 FFE=3622,00 V FFE=3622.00 JR 1 U3 7,000 sf 6,300 sf a Main IF 20.45 18,000 sf 10,000 sf FFE=3621.00 FFE=3620.00 FFE=3620.00 Lower F.F.E.07.45 FFE=3622.00 FFE=3621.00 A.p 80, 90, 60' 60' 200' 155' F �TFR 00 PEIR ONE . [7 . IN -- SHOPS \ 8,820 sf \ FFE=3622.00 Q)- , \El Ell El OF SHOPS ® 7,280 sf Project No 14141.00 01 FFE=3622.00m- �o o = a- 6 ® � FF9A o vas. � vao° O= CIA 100 PAD 5 ® ® 60' 6,000 sf , M1,� / PAD 6 oo \ s13 0 p Q ® f® ® FFE=3626.00 60' 4,800 sf � s FFE 3626 00 � O-a � • 0 o 0 777UJ-1 39 STALLS 5.1/1000 PAD 2 PAD 3 X6S oA ZION'S BANK (� 5,732 sf 4,030 sf sp • �O y Poo �1, o- I vJ 62' CM PAD 3: 00 7,708 sf ® ® Y & 6 6 a BUILD DNE / � I= 0 9 sr �- -- � � C'� Pam' Ca z a � �' #� Z < g�vLLI z z�� a§o �� Sp�uch 18335 U H W y+14I;�✓;Ip�,11 I� 0 I MICHAEL CRISLIP ON�10 ARC H I T E C T ARCHITECTURAL ASI�SITE PLAN NTs SITE PLANS � I e0 a- C___ a r (2)12'X 16"h.RESERVED FOR Denlpn nna oo t emfon pooemenn EXPEGTIN6 MOTHERS"516N eoZid,ce.nefrem.meme property f this TO BACK ON POST of ttn.oemen-h1teotn. Tea e o petlpn pu e le mente for perponeepoteereteen RESERVED lee epeclflc project n mea harem le npny mpMpnea t M10 1C1101ea FOR wt�ha eonnent of Mlceeel Crlellp, [%PCCTINO grce%ect. MOTM[RS ,� BOTTOM OF SIGN ELEV.?'-0" Date Issue 0T/03/20I4 PERMIT 0T/14/2014 FOR BID Qj 0-1/21/2014 •ADDENDUM•1 WALL BEYOND 4'-6'MAX. PLASTIC BOLLARD COVER SAFETY YELLOW c 4'CONC.FROST SLAB (REFER TO STRUCTURAL) a V EXPANSION JOINT b"m 5TEEL PIPE BOLLARD MATERIAL S DO� 51DEKALK Q ea ASPHALT b'AIR SPADE — — — —I I �5p _ _ _ _ _ III- E ,� FIN.FLOOR —I 1 —_1 1 I_—I 1 1_-1 1 —I —I 1 I—I — N ELEV.O'-0" $ ° a -1 -1 -� -1 ° LL PR JOINT FILLER ° CRUSHED AGGREGATE pc m IC e " d• ° a� IS,0 CONCRETE a° • ° ' FOOTIN6 FOR BOLLARD a n COMPACTED 51,56RADE E) ° a a° m STEEL BAR REINFSTRUCTRCINS URAL) I (REFER TO STRIX.TURAIJ (SEE 5TRUCTURAL) (SEE STRUCTURAL) Drawn By: JLD/MG WITH EXPECTANT MOTHER SIGN FROST SLAB D10 BOLLARD DETAIL Project No.: 14141.00 D7 DETAIL N.T.S. SCALE I"= I'-O" w'= - O°- P56 CONSTRUCTION SITE CONSTRUCTION e'•e M.ICJ 1/4'EXPANSION JOINT MATERIAL REQUIRES SEALANT BETWEEN •o• JOINT AND 51DEWALK `•"= ` b' LANDSCAPING,ELECTRICAL 6" ••Ege CONDUITS AND IRRIGATION " CONCRETE CURB BY LL D56 CONSTRUCTION NEW OR EXISTING O CONCRETE a. 51TE CON5TRUGTIION SIDEWALK :p < ����O1R8 1/4'EXPANSION JOINT Al M.IC1 PREMOLDED FILLER d SEALANT w E'e°- > ASPHALT PAVING BY SITE a 20'-0'O.C.EACH WAY OR AS ,,."� E. _ 4 B CONTRACTOR(N.I.GJ SLOPE A1NAY FROM CURB NOTED ON SIDEWALK PLAN u+":»- 0 0�= v RAMP NOT TO EXCEED 5%. Ye"X I'DEEP SAW-JUT CONCRETE SIDE M4 SMOOTH BAR r- CONTROL JOINT a WALK.BROOM FINISH EPDXY COATED 4' = Y INTERVALS OF 5'-0' SEE SPECS, LONb•2'-0'OC. CONCRETE SIDE w':2=g- • iv FLUSH CONCRETE G1RB d GUTTER O.G.OR AS NOTED ON BY LANDLORDS WALK.BROOM 1/4"EXPANSION JOINT W/ ,;;t 2 SIDEWALK RAN. GREASE CONTRACTOR FINISH SEE SPECS. PRtT10L17ED FILLER d SEALANT ° SLOP a 20'-0'O.G.EACH WAY OR A5 a 1:12 MAX ASPHALT PAVING NOTED ON SIDEWALK PLAN. <• LOOSEN®511B6RADE • ^ < •° v ° < c •4 DOHEL,TYP. a° < A •, Q e I-4 OC. °a HORIZONTALLY Wawa= GOMPAGTED 0 SU86RADE NOTE' 4'POROUS FILL ATE' NOTE, NOTE: O ALL SIDEWALK5 TO BE 4'REINFORCED, ) ALL SIDEWALKS TO BE 4"REINFORCED, ALL 51DEWALK5 TO BE 4'REINFORCED, ALL SIDEWALKS TO BE 4"RENFORCED, NOTE: 4000 P51 AIR ENTRAINED CONCRETE \ /2'EXPANSION JOINT MATERIAL 4000 FBI AIR ENTRAINED CONCRETE 4000 P51 AIR ENTRAINED CONCRETE 4000 P51 AIR ENIRAINED CONCRETE ALL SIDEWAI. TO BE 4'REINFORCED, KITH A BROOM FINISH REQUIRE'S SEALANT BETFEEN JOINT KITH A BROOM FINISH KITH A BROOM FINISH KITH A BROOM FINISH A I S PSI AIR ENTRAINED CONCRETE rR SIDLE 1 SIDEWALK CURB (TYP.) AND SIDEWALK CURB RAMP SAWCUT CONTROL JOINT (TYP.) EXPANSION JOINT EXPANSION JOINT (TYP.) v D2 DETAIL M5 DQ"�'TMP a 2'8'QG. D3 DETAIL D4 DETAIL D5 DETAIL D6 DETAIL I EWAL -O' SCALE 1 1/2"=1'-0" SCALE 1 1/2"=Ib" 5GALE 1 I/2"•1'-0" SCALE 1 1/2"= 1'-0" F- CONCRETE 51VE WALK 2)Asl.l O W/6X6X2OX2O WOLF.PLACED a)Do you propose to paint and or place signage concerning"fire Lanes"(IFCD103.6)7 IN CONCRETE ON 4' COMPACTED A66RESATE a FILL W/BROOM FINISH-SEE SPECS. _ PLANTER SPADE VARIES. (n M _ 3 OD OD %.AB °'6. 4° 07 FE • ASI. • D7 SLAB 70 a° A51.1 Y — —III— ` , ASLI STPUG,URAL, I I I-1 I I—I III—III c 4 FROST U-9 GLOB a a J —IIII IIIIt TO D6 D6 14 44' S1W1G 0 LQL W NOTE. 4�-0' LANDSGAP NG A51. D4 D6 5 ' ' V. '-0 4'-6' _ D6 A51. Db I. AND ITtRI TION A51.1 A51.1 m Z Z O ALL SIDEWALKS TO BE 4"REINFORCED, A51.1 I.I I. 4000 P51 AIR ENTRAINED CONCRETE UF—cq Db Q 7 H EDGE OF SIDEWALK A51 �I ,45I1 Db I A51. A51. D1 DETAIL p 51-ALE 11/2"= I'-O" D5 A51. (S)Ep1AL SP 4'-0' (4) SPS 4'-0' )EQ 4b" 4'-Z' 4'-0' 4'-0' 412' V-8' 4'-6' V-6' 4b' 4'-0' (6)EMAI,9 IACES 4' (t!)EdIM.se q' 1 FFE IL INS AND IRRI&ATIN BY Cl" D2 ' ASH LA 6ATIO 1 AND TYPICAL , D2 D2 A51.1 A51.1 m ASH IRRIGATION SY LL - ITb' 14'-0'_ IT'-6' �`�'Tl�- I -4 16'-4' 4'-6' EXPANSION Jr. EXPANSION JT. EXPANSION Jr. EXPANSION Jr. EXPANSION Jr. EXPANSION JT. EXPANSION Jr. EXPANSION JT. EX.SITE P56S D565 Ex.SITE MICHAEL CRISLIP CONST, CONST. WNST. OONST. A R C H I T E C T 25001 EMERY ROAD,SUITE 400 CLEVELAND. OH 44128 ARCHITECTURAL T E L (216) 223_3200 SPi SIDEWALK PLAN FAX 12161 223-3210 .—herschmenerchitects.com II SIDEWALK DETAILS AS1[1 _�n a f�'• Q i � r DeelDn ena m t umlon aooumenro m.pmenfe I. a w— no- -nd....ena remeio me DroDerty If HereDhmen ArchlteDtc. The ue of"I.d.,Igx ena th—cp pawn documents for Purposes o0ner then the apeDlflc Drplect named herein 1. WS9 BE2 arm"y�'onsod wnnom e.pres:ea wrliten t of MlDneel Crl¢Ilp, WS3 ArpnNem. 1 2 $ Ae.o ABA 4 5 6 6. Date Issue � :XM To RACE 191'-0' or GW 0-I/09/2014 PERMIT I 14' I 16T-0' F 01/14/2014 FOR 510 2W-0' 43'-0' 40'-8' 43'-4' 40'-0' AI2. Q 01/21/2014 •AMENDIIM•1 1�' AI2.6 GOLF lo' ——— AI2.1 —NIL ———————— —————————————— — — 6L.TO(.ONI1 WITH W D5.'fr1 Rppy D 4A LOCATION OF AL.FLOOR OI1TLETS S3 r!R` I ONE MEEK PRIOR TO INSTALLATION Y I 1 i W58 ID AB.4 I I I I al p Ag9 �RECESSE 'L. i E 1 I s`] n Baru v'ees -off m_ N U\ I I ELECTRICAL) 4 IXES(REPER TO IN- I I M'C IIOI.D I Q I no -- 4 �I I E I rl WALL DINQSION ° I g I'4' TYP.I 4 OFFICE D I I I I I I L -i a- _ ., _i' I I FLOOR BOXES I'91a' I — — 4 4 MA (t ..... I I (REFER TO I v • 'I•. V i I I f I s I Alr_ 4,�, / ---------------—_�-- --------------- :_____® ———— Mimi,namI AD4s f !-- — Ir-------- Il all2 -----r --- 14 I R IA lIIA I I I ------- OR I I 1 (I LANPI sT�EaaLw vLURD `Dbu I4 I UD I I 1 + mRIGATON �__ I srs7e4 or uwL. Drawn By: JLDImr- I 0a FACE OP OMU TO I I I AI2.5 4 I FADE OF bYP I I v I ID Project NO.: 14141.00 II I I I FPI I 4 w�Sma. Aeo I �I I j j I 7 I o ve�� IL — — — — — — — — L — = p �_*t:t= m8e:x: Ws4 II I I I :o^=• I ABA I I FLOOR Box I rvP ] l i xR To r o AI 0 DS.n/ I I FIrn%ROODS AND I-Yl4LL5�/ E MIXTURESgA�$� ITHIII DOM Is TOIN WARD I PROVIDED 0 I r DR INSTALLED TRDAAARE� vE DM 04) I I TYPICAL OF All PORTALS TO I °uI'rlm '> I - BE1 w• - - -ET$'IRIO/0- LDCATiOpS— w•- b T I I OF ASLEcRK MertERLR n I W3f 1 I N- - ovo_ I �I e'-0• § 1 I I I _I D _ I I I N _ wee__ I Inca w PLOOR Box s'-4 jl RBRATA TDSCAL I j W32 -- 51 I I I I I I I All I I 1 I I I KNOX Box LOOATION!IF I e{ . . RE-OUIRED BY LOCAL FIRE I Tn CODED.PROVIDE COIUEGTION I� AL RM SAMPER 5{WYS TCN TO D96 I — a� _ a • I � O 0 ———————— -- ----- -4— ——————— I m I II � I I � -4• O II --- I I v ® 1 II ---------------- In I I ry LANascAPE I ® I�I p I I WS2 IRRIGATION SYSTEM BY VERIFY D21141 SFOUT v D.S.W q PLYWOOD IM • P To"PT AFF. VAC. LOCATIONS AND OTHM I PRIMED AS A YWHISCOTT TO I I TYP. SERVICES AITN t�AND PROIEY.T GYP BD IN STOCgrOOIII f I\——— _ _ — 11 Z ROOF PLAN I 4 � L - I s I. I r VIL 11 -� 7 II a I II IA � I I I • 4 II --- I TYP I VDA 1-------------�— ------ — N ST005 H D II I 5 W sa p r.-IA li I a 3 00 I _ LER AREAy 4 10_2' II ry irKANI LINK TO 01-V AT-F.ANCHOR Rra II =21 m 4 � TYR a J SLAB AS I_ ELECTRICAL)) D5.W >0 4 ® 1 --------- I wsa I I I �------- p a w I 1. ELECTRICAL R ,: Ae s I I Y LL 4 I o I 2 11 A� ] �L Il ] 4 Q Z 0 a A Q 3 — — ----------- —————— ———————— / U Hfn — -------- ----------- -4' ! NIL. 4'1. L FPI FPI BE4 A 20 IF6 ARCHITECTURAL AB.D Al FLOOR PLA F AI2.1 I� AR.I 50ALE 5/52"• I'-0" 3)AI.O.FPI 0 a)Knox Box rt A rapid entry)Knox Box)system IS recommended for immediate fire department access to the facility(IFC 506.1). `A, MllrflAE L CRISL�P An application may be obtained at Station 1 during normal business hours. ••ALL LEGEND A R C H I T E C T Knox Box Rapid Entry GENERAL NOTES A M RMI TO ENtRbED FLOOR PLATS 41 t32 OR ELEVATION SNfflS FOR WAL-SIZES 4 SECTION TA66 25001 EMERY ROAD,SUITE 400 The Knox Rapid Entry System model most commonly used is the Series a monitored The Series 3200 is available with a I. FOR WOOD BLOCKINS REGURE 4':WS,&L.SHALL REFER TO SPWIFICATONS 4 SHEET A22. 6MLL PALL CONSTIM71ON CLEVELAND, OH 44128 hinged door,lift of door or recessed mount.The Series 3200 may also be monitored utilizing the buildings fire IRS TO PULL SECTIONS FOR MOTE INFORMATION) T E L 1216) 223-3200 alarm system. 2. O HEIRAONS Of WALLS ARE FROM FINE FACE ro FINISHED FKf ULF55 NOTED PROVIDE CML.YWl CONSTRIGTON W FURtIND 4&YPSUM BOARD FAX (216) 223-3210 3. PROVIDE SOUND fiAT71N BREAKTIO IN ALL WALLS AND CEILINGS OF EACHA OF THEOS FOLLOWING IRS TO HALL SECTIONS FOR MORE INFORMATION w—herachmanarchitecte.com re The Knox Box shall an Installed to the right level main access Due to the It should be mounted out d normal ROODS'N4315,YIODETLS,BREAK RG\ON1,OFfiIC%,G/5H COUNT ROOM ARID L055 PREVENTION. CML.MULL CONSTRUCTION W FACE BRICK reach and no higher than ten feet from ground level)IFC 506.1).Due to the size of this building an additional OzEFER TO WALL srLTals FOR MORE INFORMATION)Knox Box Is recommended at the entry door to the sprinkler riser room,Alternative locations will have to be ALL PLI.DSINS ACaW PANEL LOCATIONS REQUIRED SHALL BE COORDMATFD MT 4 PLUVEINS MISFE M BOARD!FETAL STUD WALL INFORMATION) approved by the Fire Department. DRAPNG5,MANUFACTURERS SHOP DRAYUN55,AND D56 PROI MANAGER ARCHITECTURALbL.SHALL INSTALL FIRE BLOCKING AND DRAFT STOPFINS IN COMEt5TIBLE CO OMM PULL ® (RE 0 TO EN-AR S SED FLOOR PLANS FOR NOMINe1 PALL T WKIESS) LOCATIONS EVERY l0'-0 D<.BOTH HORIZONTALLY 4 VERTICALLY AS REWIRED BY CODE. 'b. AL50 REFER TO SHEETS AI2D T4L �RENCfS 1 AI2.7 FOR ADDITIONAL R TO WALL EE'r SECTIONS X REM TO 9 AI2 FOR PARTITION rM IN'gW O7®ATION AS N FLOOR o-___b fAWN LINK FENCE"CLOSURE NOTE: REFER TO INTERIOR ELEVATIONS FOR �m NANY ADDITIONAL FINISHES REQUIRED. (TYP.) SIMILAR ROOFHNTYPICAL ROOFING SYSTEM ON TYPICAL to ♦ __ ♦ Ll ♦ ♦ SYSTEM ♦ __ ♦ METAL DECK ON METALDECK I9. I9 I9 13 I9 19 13 TYP TYP o..m"."a pp".rr""np"apc.hhh- 5/b"GYP.DD. I I (FINISH A5 SCHEDULED) o"r H:ecnm.o nrcnneore°ins.a I a tm.aay"."a mm" Aom_h'.I.r perpnas oth.r then m..p.mec wpH.m .many pronimue wunow..pr...ea REFER TO ELEV. INT_ � r¢ron cpn..m pi Mmneei cri.np, T/THIN BRICK arcnu.m. I I I I I I I I I I I I I Date Issue 01/03/2014 PERMIT GYP.BD. 5/8'GYP.BD. 5/5'GYP.ISM 5/0,GYP.BD. CEMENT THIN BRICK BOAOVER RD W 5/8"GYP.BD. (FINISH AS,SCHEDULED) (FINISH AS SCHEDULED) (FINISH AS SCHEDULED) (FINISH A5 SCHEDULED) b M.STUDSI I •16 I I I I I I 6"MTL.STUDS 9 5/8"MTL. 9 5/6,MTL.STUDS b"MTL.STUDS b'MTL.STUDS 12'-0"AF.F. •16'oz. STUDS®16'oa. ®16'oz. 0 16'oz. a 16,04. OF MISLAMIr� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I 6"MIL.STUDS s s s/b°MTL. I I I I II I 16"oz. EXTEND STUDS•Ib"II TO DECK,SEE EXTEND TO DECK, I I DVAI92 11 SEE DI/AI92 I II II ED CEILING �4"MELAMINE BOARD FINISH FINISHED CEILING (BY VENDOR•I) I REFER TO INT.ELEV. I WHERE APPLICABLE I NHERE APPLICABLE III B%TIINTHIN 13RIGK I (REFER TO 6EILIN6 I (REFER TO CEILING III I PLAN);IF NO CL6, I PLAN);IF NO GL6,I II I � EXTEND GYP.TO DECK � EXTEND GYP.TO DECK I I II I I II II I I • 0jE1,LIN5 H16Hr III CEILINS PLANIIIPLAN FINISHED GEILIN6 III cElu FINISHED GEILIN6 MELAMINE BOARD 15"MELAMINE BOARD (REFER TO CEIL1 (Br VENDOR 111)OVER (BY VENDOR 01)OVER PAW PLAN) III (REFER ro 5/8'GYPSUM BOARD 5/8'GYPSUM BOARD III I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I III I I I I N'MELAMINE BOARD N MFIAMINE BOARD I I I (BY VENDOR 01)OVER (BY VENDOR•1)OVER II 5/6•GYP.BD. 5/e"GYP.BD. II I I I I I I I I I I I I I I SHEATHING LEFT OFF 5/6"GYP.BD. 5/8"GYP.W. 5/b"GYPSUM 60A STUD BEHIND LOZIER- I N5E M.R GYP.BD.IN (USE M.R.GYP.BD.IN REFER TO A22 FOR 5/8"bYPSUM BOA III TOILET ROOMS AND TOILET ROOMS AND BLOCKING JANITORS CLOSET) JANITOR'S CLOSET) W METAL STUDS III b'METAL STUDS AT Ib"o.c. I AT I6"oz. Drawn By: JLD/MC I I II I I I II II I I III THIN BRICK OVER% Project No.: 14141.00 5/0"6YP5UM BOARD, CEMENT BOARD INHERE 5/8"6YP5UM BOARD, EXTEND TO III APPLICABLE(REFER TO EXTEND TO UNDERSIDE OF DECK III A122 FOR FINISHES) UNDERSIDE OF DECK w pm.m - 1I I I I I I I I I I I I I III I I I I Q`mm�o III 0°om I I I I I I I I I I I I I I III I I I I •'"'"W" TYPICAL TYPICAL 51MILAR 51MILAR TYPICAL I TYPICAL I vz 1 1 vz D2 v2 I Dz I vz $o 2-w o;mmo I I 13 I I 19 11 I 13 I I 19 I I I I I I H9 -` __ FINISHED BASE _ FINISHED BASE FINISHED BASE SCHEDULED BASE FINISHED BASE SCHEDULED BASE FINISHED BASE a o ♦ - ♦ ♦ BASE A5 SCA�DULED ♦ ♦ (WHERE SGHEDULED) ♦ (WHERE SCHEDULED) ('WHERE SCHEDULED) - I� "413RE SCHEDULED) (WHERE SCHEDULED) ° l I I I (REFER TO ELEVATION) ( I I I I III I I I I 0- ♦_ ♦ ♦_ ♦ ♦_ �♦ ♦_ ♦ w"ode• w"- ��- Eva`e O wKkL �E� a 51M. Namur. --- THE GENERAL GONTRAGTOR 15 TO SELECT MATERIAL THIGKNESSES I I I BASED ON THE '55MA PRODUCT TECHNICAL INFORMATION" MANUAL FOR PAINTED TRIM,SEE I ------- I N INTERIOR ELEVATIONS ' I ' LIMITING WALL HEIGHT TABLES FOR ALL INTERIOR PARTITIONS U51N6 5 M'°°'-"F.R.T.PLYWD ON METAL FSF LATERAL LOAD AND MAX DEFLECTION OF L/240. 0 i i STUD FRAMIN6,SEE SECTIONS INA ti b"MTL.STUDS®16" b"MTL.STUDS®16" 9 5/6'MTTL.STUDS® 9 5/8"MTL.STUDS O 9 5/8'MTL.STUDS• oa. EXTEND TO oz. EXTEND TO ib"oz. EXTEND TO 16'o.c. EXTEND TO I6"os. EXTEND TO DECK,SEE DI/A192 DECK SEE VI /AI92 DECK,SEE DI/A192 DECK,SEE DI/AI92 I DECK SEE DI/AIS2 I I I PARTITION TO BE- NOTCHED AT EACH 1 I J015T/R RLIN FINISHED A CEILING FINISHED CEILING 0 WHERE APPLICABLE WHERE APPLICABLE I (REFER TO CEILING ('REEK TO CEILING FINISHED CEILING FINISHED CEILING 5/8"6YP5UM BOARD PLAN);IF NO GL6, FLAW;IF NO CL6, ( TO CEILING I (REFER TO CEILING ON BOTH SIDES OF 9 ;p ;p EXTEND GYP.TO DECK EXTEND 6YP.TO DECK :o ;o PLAN) 5/8•METAL STUD f FRAMING AT Ib"o.c. I I (D M SALES AREA VEOSTIBULE I W OD Iol I I I I I I I 3 co MELAMINE(IF TO 9/5 b BAD..OVER 5/8"GYP.BD.OVER 5/6'GYP.BD. 5/8"GYP.BD.(USE MR. 5/6'GYP.EV.(USE M.R. 5/B"GYP.BD.(115E M.R. Y� 12'-0'AFF)OVER I}'METAL FURRING GYP.EV.IN TOILET ROOMS GYP.W.IN TOILET ROOMS GYP.BD.IN TOILET ROOMS 5/6"GYP.BD.OVER FURRING AND JANITORS CLOSET) AND JANITORS CLOSET) AND JANITORS CLOSET) Ir Ln 9 5/b'METAL 5/6'GYP.BD. Q 0 CD FURRING (USE M.R.GYP. IN a J I I SOUND Bnn SOUND BArr I I I I TOILET ROOMS AN AN v 5/8"GYP.BD. INSULATION INSULATION JANITORS CLOSET) Z a cc ZZO 5 5/5,MTL. V STUDS•16"oz. I I II II FACE OF GMU WALL FACE OF CMU WALL FADE OF CMU WALL I I II II I I I II II I I II II � 4 I I II II PLYWD AT STOCK , STOCK ROOM, " RECEIVING t ELECTRICAL ROOM I SIMILAR TYPICAL MICHAEL CRISLIP ARCHITECT NOT USED _r♦ __♦ 25001 EMERY ROAD,SUITE 400 CLEV ELAND, OH 4412 TEL 1216) 223-3200 FAX 1216) 223-3210 w ww.her s c hma nar chi t ects.com PARTTION TYPES ® ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE CEILING COMMENTS zTp, 100 VESTIBULE F-S 9a0 CL-2 AAEFER TO ENLARGED ATI PLANS �C .,fm�......-_.F REFER TO FLOOR FIN15H 101 SALES - - ELEVATIONS FOR FINISHES N<INTERIOR 1 2 3 4 5 6 6. IOIO-F FITTING ROOM(ALL) C-1 B-30 - O.na.e.a co..vueuo.aoeume.e. HOW in cannaence ena remain me DheD use O`er 2"PAINT STRIPE P-34 AT 12'-O'A.F.F. of mis a sia.Allhl s,w ei ucno� 102 GOLF STOCK GS NO FINISH IGT'-0' aocumeme Tor Durpo.o.Diner enen EXPOSED FITTING'-REF WILL RECEIVE MELAMINE PANELS UP me spemuc Drclem..m.a h.r.m I. 103 FITTING CENTER G-I B-30 TO 12'-0'-REFER TO FI FIXTI,RE FLAH evloty pcnmaea wane!o.m..:.a wrltl.n consen!or WIN—Cri.11p. P-10(FLAT) 24'1' 43'-0" 40'-8' 45',-4" AOIII,"OFLT REaMMD M A COR#DOR-INAT 15 ALONA A -- ArcMtect. 105 CORRIDOR SEE PLAN B-30 CL-I PATH OF TRAVEL WHEN LOADINS D AV SALES GOLF FLOOR Date Issue_ Fioial CORRIDOR 11-40 B-30 CL-I ACRDVYN MY FISOMRW IN OORwoae TMT 15 ALONS A — — — — . ............ .. 07/03/2014 PERMIT 106 CORRIDOR SEE PLAN B-50 CL-I PATH OF TRAVEL EETMe N LOADINe O(XK AND SPLM F FLOOFc 07/14/2014 "FOR BID 108 I MANAGERS'OFFICE 11-40 830 CL-I ® I v �1 Q 07/21/2014 "ADDENDUM#1 SBEAK ROOM IIO BREAK ROOM V-40 B-50 CL-I no I 1 winnow �� Di IrTrT If III GASH/COUNT ROOM V-40 B-50 CL-2 w FlxnRe b ula®wTx PA:E 2.4b T4 I oFc P�Il.,i51Bt N4Ew 113 WOMENS T-I BT-I/BT-2 C REFER TO ENLARGED PLANS I vaoaR.I;ew wce P-1010 AND ELEVATIONS ORRIDOR I If Q Is CL-2 REFER TO ENLARGED PLANS T5IO 114 MB15 T-1 BT-I/BT-2 P-10 AND ELEVATIONS I 0 MANAGER �E S _s I • U EXPOSED 2'PAINT STRIPE P-54 AT 12'-0'AF.F.WERE O 115 STOCK ROOM CS - D4 toe ROowxsRmNniTlToxs win I NO FINISH NO CATWALK SYSTEM-REFER TO FI PLAN. Is�° vemR W ro Alatl w nurax 754 EXPOSED 116 RECEIVING C5 - NO FINISH 2'PAINT STRIPE P-34 AT 12'-0'A.F.F. F-1161 JANITOR CS _ EXPOSED FRP PANEL(WHITE)BEHIND AND ON 5112E OF O 114 NO FIN15H SINK DI 120 ARCHERY 05 B-50 - MELAMINE CEILING-8'-O' T4 754 FITTING 121 WORK ROOM C5 — EXPOSED, FINISH 2'PAINT STRIPE P-34 AT 1Z-O"A.F.F. — — — — - ___ W \�-{� � 1109 I 122 1 WORK5HOP C5 5-50 CL-I T- - EXPOSED,NO 5 130 ELECTRICAL ROOM C5 FIN15H - OSED1 b'xItIP N-ea) ) 151 DATA/AY CS B-30 �FINISH • n� T54 _ Rt0' 11'i' Is I PORTAL "M TO 4 IN PIKES PRIOR TO T54 It51r. TION OF TFff BORDER r .ON Tiff PAOS,,09 DADS;DOOR 01,TYPICAL a PFAM W mA max Drawn By: JLD/MC_ _ _ _ �HH��. D Project ND.: 14141.00 U - NmT b RAILS Nff INxN1ER,_ 1V ` /, 1 - - - - •o_m sµ ®wTMw�mY �-rl.\Gy/ram\ cca WO RW. O V8A#1s000Pa1NR!WIM TSS I T54 T54 T$91 I I _ 'I x OP Cb -11ti WORT POI 'y'rC4TMp• O« o N � P V$ 9 ' IN(Ci25EOTION � - N y o• 19'-I. 6•-0' -0 c._ � afeme 0830M RIM =m iz 01. 1 771 IN IT, - i — — — °'`cm — _ C BORDER DETAIL I - - D1 @ FITNESS AND FOOTWEAR a —___ 9 = SCALE I/2" I'-O" J «I F�I 1 RN PORTAL IOR PORTAL M IZ,}}� 210' PORTAL ff 24• vanoR« ~" 2-0` , '-0 2-0` RkDa uesR tIR1RDl.K 1 C �"#•#• '-0' -0' a1B&OrO Te'P N Q Fl P B ��raE ____ _ __ EST - a• -- — — — _ \ — a F I�PVRew�amm^ V1pRKSHOP, Tsa fT v O L ALNN+e• wTx EoeE AL w � - _ oP nV.4 RX55De ETD ^• •� P O ST6CW G5y ® ® T54 LL $PBl1(LER AREAa,. Y g LL Luft2l y� BORDER - Vfi9 -9•PAIIlRD foaNA ralOw 121 •FeanetEReTWPINe.Fepy 6 e BY ti "yyv7jF-�\ CO)M W cr) Bin AL 00 BORDER DETAIL 51./AV Y �@ D2LO LODGE AND FOOTWEAR _ D� SCALE I/2"= I'-C" A a J T J r za *� O I.L.W A CHI CTURAL Z Z O A2.O1INI FLOOR LFLOOR L Q ¢3 SCALE 5/52"= 1'-0" V NOTES I. AS AN ALTERNATE FOR PLASTIC LAMINATES,THE GENERAL CONTRACTOR MAY PROVIDE 8. PAINT 2"GREEN STRIPE IN SECONDARY STOCK ROOMS,RECEIVING,GOLF STOCK,AND , THERMOFUSW MELAMINE PANEL A5 MFGRD BY VENDOR 01. ALL PANEL COLORS MUST WORKROOM5®12'-0'A.F.F.TO BOTTOM OF STRIPE AROUND ENTIRE PERIMETER.MAIN I, MATCH THOSE OF THE PLASTIC LAMINATE COLORS LISTED IN FINISH SCHEDULE. ALL STOCK TO RECEIVE GREEN STRIPE IN STORES WITH NO CATWALK SYSTEM. ALL GYP.BD. PLASTIC.LAMINATES AND MELAMINE FINISHES ARE MATTE O LE55 OTHERWI5E NOTED) WALL5 IN STOCK AREAS TO BE TAPED,MUD AND SANDED ONLY,NO PAINT OTHER THAN THE 2. SEE DETAILS OF TRANSITION STRIPS ON SHEET A5.1 STRIPE.REFER TO AID FIXTURE PLAN. 5. PAINT ALL EXPOSED SALES FLOOR CEILING AREAS(P-112A)IN A RAT FINISH. ALL 9. PAINT ALL WALL LOUVERS TO MATCH ADJACENT WALL FIN15Fg5. A AI/+L1 A C �nl��l n TO MAID DUCTWORK, WIRING,GABLES,ELECTRICAL BOXES,ETC.,IN THESE AREAS PAINTED 10.PREPARE EXISTING AND NEW CONCRETE 5LA55 FOR INSTALLATION OF NEW WOOD,RESILIENT A R C H I T E C T TILE,CARPET AND EXPOSED CONCRETE FLOORS. GRIND OFF ALL HIGH SPOTS. FILL ALL 4. ALL EDGES OF ALL TRIM BOARDS AT EDGES OF 5LATWALL THROUGHOUT STORE ARE TO BE LOW SPOTS,HOLES AND CRACKS WITH CEMENT-BASED,POLYMER MODIFIED,SELF PAINTED BLACK ALL OTHERS TO MATCH FINISH ON FACE OF TRIM BOARDS. LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8"AND THAT CAN BE 25001 EMERY ROAD,SUITE 400 FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. COMPRESSIVE STRENGTH CLEVELAND. OH 44128 5. INSTALLATION OF SLATWALL TO ADHERE TO MANUFACTURERS RECOMMENDATIONS AND NOT LESS THAN 4000 P51. TEL U216) 223-3200 MAINTENANCE SPECIFICATIONS. FAX (216) 223-3210 b. NO COLOR OR MATERIAL SELECTIONS(INCLUDING FLOORING, 11. ALL MILLWORK TRIM TOUGH-UP TO BE BY GO.G,CARPETING,PAINT,PLASTID "'ww.herschmanarchitects.com LAMINATE,METAL FINI%E5,ETC)ARE TO BE SUBSTITUTED WITHOUT PRIOR WRITTEN 12. REFER TO THE Al2 5FEET5 FOR EXTENT OF BASE B-50. APPROVAL OF DICKS. 13. PROVIDE 4'HIGH 3/4'PLYWOOD ANNSOOT IN STOCK ROOM(115)AND RECEIVING(IIb) 7. REFER TO SPECIPICATIONS FOR PAINT FINISHES OF ALL MATERIALS AND SURFACES, AROUND PERIMETER WHERE THERE 15 NO 5HELVING OR RACKING ON WALLS.REFER TO AIIO ARCHITECTURAL FIXTURE PLAN FOR RACKING LOCATIONS. FINISH FLOOR PLAN 14. PAINT ALL SALES FLOOR C.OLUFNS P-112. 2 20&A.TRACK W5TEED 5 IM, 2 1/2' . VERTICALLY ON FLANGE 51DE I/2' OF STUD FOR ATTACHMENT OF I I/4' S 5/B' S/B' 8/B" 3/B' ?=:•u; I REFER TO ELEVATIONS FOR WALL FINISH BLOCKING-REF.DTL 4/A22 REFER TO ELEVATIONS FOR WALL FINISH z w 20 TICSA.TRACK NESTED REFER TO ELEVATIONS FOR WALL FINISH VERTICALLY ON FLANGE SIDE L3X9XI6 GA.W/(4)#12-14 TEES SCREWS < �c OF STUD FOR ATTACHMENT OF 6k ZO GA.MTL.STUDS®Ib"OC. 9-5/B"x 20 6A MTL.57UVS O 16"OL, i/ I BLOCKING-REF.DTL 4/A22 `� TO STUD 0(4)�'#X #'CONCRETE I-I/Z"x 20 6A.MR.STUDS 6 I b"O.G. N STEEL TRACK(FULL TA.SHELF BRACKET BY VENDOR#I SCREWS TO WALL TYP EA.STUD 1 T.O.SHELF BRACKET BY VENDOR#I i TA.SHELF BRACKET BY VENDOR#I �-- n BLOLKLENG�IN6)ANCHORED TO � _H OF PlOOVT.O.FLE BRACKET 1 �_ T.O.BRACKET 1. T.O.BRACKET b.L.To PROVIDE I ELEV.IP-2 1/4" I ELEV.II'-2 1/4" STUDS®MIN.12'oz.-MIN. c1 I O..mn.na con.npmlon dooum.me z"X4'CONTINlouS iN (2)2x10 F.R.T.WOOD BLOCKING I ee Ineo-umenl.of.ermce ere amen 2"X 4'BLOCKING 206A. (2)2x 0 F.R.T.BLACKING ANCHORED TO iN I (2)2ft10 F.R.T.BLOCKING ANCHORED TO GMJ W/(6) m cZid....end reme1,me properly ANCHORED TO L16W SA.ANGLES AT p'1 LIGHT GA.ANGLES AT EACH END YV(b) "x4"TAPCON ANCHORS,I}"EMBED(MIN W of xereIn,.,Arcmum.. Tn.us. SURFACE 'S L5X5XI4 GA.TYP.a EA. Tv EACH END YV(b)012-24 x 2 WOOD TO — p i or mlc d.man Ind rn.e.oonsvumlon C TO STUDS Z-24 x 2�"WOOD TO METAL SELF LOCATIONS AT EACH PIECE OF BLOCKING BM documents purpcee..m.r men 6.C.TO PROVIDE bL.io PROVIDE END OF BLOCK N16 -S,N METAL SELF DRILLING FASTENERS m I C OF BLK'6 DRILLING FASTENERS I STUDS) m.a•erne ro1.m n.mea n.ran I. 2x6 EE BKILKIN6 arcnaem. 2 BLOCKING BETYEEN WALL `Q `Q •4 v i 1fo en c`cnee�r°doi°naoneai crimlloa 5Tm5 TTP. b STUDS TW. Date Issue a 5/B"61P.BOARD 5 8'GYP.BOARD ( \ ry B.O.BRACKET 64.TO PROVIDE m v J I ELEV,q'-II I/4" ry BA.BRACKET B.O.BRACKET �. f__ ________ F-- ELEV.q'-II 1/4" Fi Fyn O'I/09/2014 PERMIT 2•X4'CONTN10U5 — ------ F-- ---- WOOD 5LOCKIN6 T'_ 6L.TO PROVIDE 8.0.WD.BLK'6 2xb WD BLOCKING (9)#10-Ib TEKS B.O.WD.BLK'6 B.O.WD.BLK'6 TOTUSURFACE MOUNTED \ 2xb 7o PROVIDE _ ELEV.q'-9 I/2" ELEV.q'-q 1/2° I ELEV, 01/4/2014 *FOR BID TO 91WS STUDS T W4LL 2x6 WD BLOCKING 2 x BLOCKING BETWEEN STUDS SGREPS (9)#10-Ib 1EIV 5GR&S TYP. =a a STUDS Tn'• BETYEEN WALL Flptl w/FASTENERS O MIN.8"04. B.O.SHELF BRACKET BY VENDOR#I- B.O.SHELF BRACKET BY VENDOR#1- 13 SELF BRACKET BY VENDOR#1-DESIGN 4 m STUDS TYP. \ ENDL5X O4 L_TYP.O EA DESIGN 4 ATTACHMENT OF BRACKET TO END O4 GA.TYP.o EA. DESIGN 4 ATTACHMENT OF EfRALKET TO ATTACHMENT OF BRACKET TO BLOLKIN6 BY VENDOR Q OT/21/2014 "ADDENDUM#I ..�, J END OF BLOCKING BLOCKING BY VENDOR END OF BLOCKING BLOCKING 8Y VENDOR FOR LOZIER PRODUCTS,6C NEEDS TO ADD 9' MASONRY WALL - MASONRY WALL TO DIMENSIONS TO ACCOUNT FOR LAST UPRITE. LOZIER WALL GRID LF-10 ORD FIXTURE LF-33 SHELF BLOCKING SHELF BLOCKING SHELF BLOCKING A BLOCKING DETAIL C BLOCKING DETAIL D BLOCKING DETAIL \ 4 BLOCKING DETAIL 3 DETAIL 2 I DETAIL 1 DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE J 6.0.TO PROVIDE 2x6 WD 1 BLOCKING bC.TO PROVIDE J BETYEEN WALL CONTINUOUS 3/4' STUDS,TYP. PLYWOOD BLOCKING \ MOUNTED BETYffiI J STUDS LP TO q'-q V2' 2 4 C COORDINATE ADDITIONAL BLOCKING NEEDS WITH VENDOR#21 CJ1 24'-0" 43'-0" 40'-0" 46'-4" 40'-0• CGOLF WALL GOLF NIKE FOCAL WALL _ C G BLOCKING DETAIL G2 BLOCKING DETAIL NOT TO SCALE NOT TO SCALE C ® 2 7L BLOCKING A ` m I DTL ID _ 5/B"GYP.BOARD 5D START DETAI IBLOCKINb AT Drawn By: .ILD/M9G b.L.TO PROVIDE 6C.TO PROVIDE ) COZIER IIFILL FOR BLK'6 6 BLK'6 6 4 2xG#ID BLOCKING CONTINIOX I/2'MIN. '�� T ELKS 62 O Project No.: 14141.00 CBETYMN WALL &L.TO PROVIDE THICK PLYWOOD SHEET Y FRffSTANDI LOZIB3 raPPEx I DETAIL B g STUDS TYP. BETE IN6 BLOCKING ON W4LL5 KILL y__ _ DTL S C _ sTuvs r P. 4 \ _ - GYP.BOARD N w u _ Z p�0o. � eEw Y m°m•— C MELAMINE COORDINATE BLOCKING LocnnoN NrH VENDOR4 el xarab R I 's I-=a,e_ #1 TO ALIGN WITH `B < 9 w W e° C PILASTER LOCATIONS lb 5/B'GYP.WARP -. -.- yi <m — '0 0 BIOOKINb R rY • aS .p Nb 14 24'MIN S w -- — — — — — — — — — — — — — — — — WALL,4� E o e o C ___-___-- ICS MOUNTED MI.ON SIDE Y1AL.L5 w o r o v FI%111RE6 BY IN6 K24'MIN a "=w NET BLOCKING LODGE PILASTER OFFICES -- ag C K BLOCKING DETAIL L2 BLOCKING DETAIL R BLOCKING DETAIL m ryas NOT TO SCALE NOT TO SCALE NOT TO SCALE ELD"I IS.A o _= C Y B.—i K'6Z I opszxo w - o 64.To PROVIDE bL.TO PROVIDE 1 I 0 0°m ° 2"x6'YO BLOCKING 2'xb'WD BLOCKIN6 - BETHMN WALL ...LOCATION OF BLOCKING BETHEEN WALL STUDS TYPO U MIST COORDINATE WITH STUDS TYR; 'e o S'6_ COORDINATE LOCAT PLAN.. OF CO2 TANK5- COORDINATE WITH , e u'E C LENGTH YV RACKS REFER TO F-1 AN•.. 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RR.T.BLOCKING INSTALLED A5 REQUIRED IN RATED(IF GRAPHICS PLAN AND ARCH.BLOCKING A APPLICABLE)#EXTERIOR WALLS. ADDITIONAL BLOCKING 15 REQUIRED A5 PER A2.21 G DETAILS DETAILS T115 SHEET. 2.2 grw UOG, ww igT'.0" De.Idn ana coneerpotlon aoopm•nte 1, lid—,101.ervl0t era plven In ooneeence ene remain me property Ot HereOhmen A10hlteats. The es 24'-0' 43'-O" 40'-b' 49'-4' 40'-0' 1 thla de.lp.W th....... Npmlon E......I,for p.rpoeee other then the.p..If.p.leol n mad herein 1. .trlotly prohibited without e,p,,...d - Al; DECK rltt.n II—It of Wheel 011.11p, FINISHohlt•Ot. F Date Issue X X x iA�rfP'-112V 07/09/2014 PERMIT -0' 01/14/2014 FOR BID x % % DP I ALr m 71/21/2014 •ADDENDUM MI O INSTALLm BY WHIM YI. DISPLAY SIELF PROVIDED AND NSA-1. D s % x X Ln x x �� ___- __ =-- ----4---- �- �J�JDECK y� PAIN,(F-10 ,I� -Y2' 11 r————— W NNPOLE Mq B b'O.N AT -B'AP AFF. , II I I I I I I • II L-- J ----- -----� h •. �Y —— m MIRRORS,LOORDINATG ———— T" .LATION•1Y` INSTN WTN AT 8W'A?r ARP. I I II �-- —� �— •r—� —h 11 I I g I I I I I I IDEDK P T(P-112.V LL F r n - -� — — D Drawn B JLDMCI TYP. TYP. 11 4'b Y: L1 I°�`NS,Eibu'R. RouM, Project No., 14141.00 le'-0'AFF. \ MOMTIED AT I '� DECK I I I I I 11 I B z ,N1N6 FRDM I I I I . , — C. CAN TRIM TO MATrh OMUPY QeG`oe 90FFIT os- rue ry— — .I — —---- -- MO.NT TRACK Np_owe ——— I DIRECTLY-W AF sap B c c CEILINS 10-0'ARP. w°a w ter-- —� 'v r— —� r— RJR I _ we��ae 1 =4 � 6'-0• �� I p I I I I 4 I � pSo. SO TYR O 11 II 1I DECK 10'-4g/4' I FI W-0 ROOM I tV L-----J L16WT+ —LlroaoFUTBTeJ 'J L — —_J 4 —————— INS -1VENDOR . WiH RI/ DOCK LISXT —- - -—- — 6'.6 — 4' ——16iv—— a'-P2. q,�——— 15, 2, E—Ig-Q�—7'-b �9- L 16'-2' II L I -- -I L—— fi—� T----- ,x Z -0 I --- —1 --0--- -----4L ----� --- t t FLa$M5CM STRIP § F— VENDOR R SUPPLIED A!D INSTALL® LI6XTINer HOLM s NO FI Q UNISIRVT(PAINTED P-Il� UM r MO ® O D'O'ARP. AT IT-0'AFF(OR M04,COORDINATE HOSE BIBB LOCATION IV&ONDOLAS EVI - '.;,':.; I IDECK 12 q P�IF>'r IP-IIaAJ '1)1 ROOF NATCN, F DECK N COORDINATE N�0 FJ1Nma md ROOF 49T. PULL MASHCoXTM O Fg IDECK EO. EO. PIc CENT ON W M NO FIN15H SAL A 00 Y� J CO ZQ � ARCHITECTURAL 0 U-L1J A3 CEILING PLAN >- Cc: SCALE 5/32"= 1'-0" ® Z Z Q U�� LEGEND SYMBOL DESCRIPTION SYMBOL DE5CRIPTION SYMBOL DESCRIPTION ' Q EXTERIOR SECURITY LIGHT FIXTURE. , PENDANT HI-BAY LIr-A MOUNT ^'I 2'-0'x 4'-O"FLUORESCENT FIXTURE (LOCATED AT ALL EGRESS DOORS) " 0 (REFER TO ELECTRICAL)MOUNTED AT Ib'-0"A.F.F. I EXTERIOR WALL MOUNTED LIGHT FIXTURE. DECORATIVE PENDANT LIGHT FIXTURE © 1'-0"x 4'-0"FLUORESCENT FIXTURE (REFER TO ELECTRICAL) (REFER TO ELECTRICAL)MOUNTED AT b'-2"A.F.F. SURFACE MOUNTED p EXTERIOR SECURITY LIGHT Sb'FLUORESCENT STRIP FIXTURE,PENDANT (REFER TO ELECTRICAL) MICHAEL CRISLI P m'n TRACK LIGHTS,W/COMPACT FLUORESCENT HEADS. ~~ MOUNTED UNLESS NOTED OTHERWISE(I5'-0"A.F.F) 5/0"GYPSUM BOARD CEILING PAINTED P-10 A R C H I T E C T MOUNT BOTTOM OF TRACK®Ibb"A.F.F. (REFER TO 4'-0'FLUORESCENT STRIP FIXTURE,PENDANT UNLESS OTHERWISE NOTED ELECTRICAL) '-'� (REFER TO PLAN FOR HEISHT5) 25001 EMERY ROAD,SUITE 400 MOUNTED UNLESS NOTED OTHERWISE(I5b"A.F.FJ CLEVELAND, OH 44128 0 RECESSED DOWNLI&HT;(REFER TO ELECTRICAL) CEILING MOUNTED EXIT SIGN LIGHT FIXTURE MELAMINE CEILINS-ARCHERY RANGE TEL 1216) 223-3200 lei (REFER TO ELECTRICAL) (REFER TO PLAN FOR HEIGHTS) FAX (2161 223-3210 ® I'x4"RECESSED WALL WASH LIGHT FIXTURE SURFACE MOUNTED EXIT SIGN AND LI6HTIN6 2'-0"x 4'-O"SUSPENDED ACOUSTICAL CEILINS www,herschmanarohitects.com (REFER TO ELECTRICAL) (REFER TO ELECTRICAL) (REFER TO PLAN FOR HE16HT5) RECEIVING DOCK LIGHT GEILIN6 SURFACE (REFER TO ELECTRICAL) XXX� ARCHITECTURAL D C,EILIN6 HEIGHT A3.0 EILING PLANS XXX / �3.0 \ GEILINb FINISH or LOCATION W W m Y 7 q �¢a w Design snit....uptlon p......is as Imtmmanb o6 aervlos—.Ivan cpnssence ms remain the property of Nerschmen Architects. The.. of this 6*81on and the9e Oon„1luptlon 1 2 3 4 5 6 6. the ayeclfie Y;olact na,len'hamlc le eklotly p hIblfea without e.pmeseo wlltisn o snf of Mlohael Critllp, Arohltept. 61b' Date Issue 34'-0' 49'-0' 40'-8' 43'-4" 40'-0" 01/03/2014 PERMIT at — O — 1-FAERLATED MR W HT.COW COPINO EP4 ELWAnB 4,41 ONS) /\ T�� NOTE:REFER T MECAJANIGAL Jr. ROOF e.6APFEC 7YP. m FLANS FOR MI ROOF pg Y Ds. PEtgTRATION3, HAU5T FANS,ETC. A41 •j OF WALL TYP. at n FRE-FAMCATEO at MR.LOPING• Y RTU el-LENNOX MID-IEI6Hr ROOF OVERFLOWis )tERS. 4 5O,PPER7YP. 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' — — — RTU 4-LBJNOXALL lassas IT—IRI AT iL�® I I S-WlFiLAnms D78 I I Fa�Fat F� I I I I �t n® �IR'PERL FOOT D3 TrP. li I '^ A{.1 b V, D5 ROOF RATCht COORDINATE g U A{t JOIST MTN W Roof t_ p _ 00 D10 »K Ati Y 0 Y Da AIt Tn I Q U)l o_ J�_ T�� 71 TOPW41 Z Q I giroµ I I I Da I I I � z�j Z O SPECIFICATIONS) Q Q>F— A{.t TYP. U F—U) ARCHITECTURAL ' A4 ROOF PLAN SCALE 3130" I'-O" , MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44126 TEL (216) 223-3200 FAX (216) 223-3210 w berschnnanarchitects.com ARCHTECTUAL ROOF PLAN A 4x.p, PLUMBING VENT STACK SEALANT INSTALL APPROPRIATE SEALANT-TOOL TO tA�TTACHMENT RAy�Aplp FACILITATE WATER FTOP EQUIPMENT FRAME RUNOFF i w INSTALL SEALANT BETWEEN PIPE u v ND PREMANUFAGTURED SEALING MATERIAL ADHERED 4„ BONDING a a o a M EMBRANE FLASHING MEMBRANE FLASHING ADHESIVE RAISED CURB GA5KETED FASTENERS MIN. PREMAALANT MEMBRANE FLASHING TWO FASTENERS PER SIDE (5F REQUIRED oemvn end opnatruonpn dooumenta RANE FLASHING WOOD NAILER I/2"DIA.5.5.EXPANSION FOR SPECIFIC ea matrum•"tam,-rill•ere omen BONDING ADHESIVE BOLT5-0)EACH SIDE. REMOVABLE SHEET-METAL ® O MEMBRANE m conaaencs end remem . provenv "GOOSENECK"BY OTHERS y GOUNTERFLASHN6 I SYSTEM) of Henenmen AmMtea[a. 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ROOF DECK —___- _--_-_ TO STRUCTURAL SURFACES OF GUARD PRIOR TO INSTALLATION HEAVY DUTY ELEVATION THRU-WALL D1 FLEXIBLE PENETRATION DETAIL D2 1 PIPE PENETRATION DETAIL D3 1 HVAC CURB DETAIL D4 1 DOWNSPOUT GUARD DETAIL D5 OVERFLOW SCUPPER DETAIL N.T.S. N.T.S. N.T.S. T.1'-0' 3•.T-0' NEOPRENE GASKET ALL.AROUND COVER INSTALL APPROPRIATE GAGE TO CONTINUE TO SPRING LATCH W/ ' UNDERSIDE OF DECK. VINYL GRIP INSIDE/OUTSIDE NOTE,. DRAIN STRAINER CONTINUOUS CLEAT w/FLANGE SEALANT-TOOL TO HANDLES d REFER TO PLUMBING ORWGS. CLAMPING RING w/ EXTENSION,ANCHORED W FACILITATE WATER PADLOCK HASP FOR ADDITIONAL INFORMATION AA,ER DAM I-1/4"L6.&ALV.ROOFING NAILS• BONDING AUTO.HOLD OPEN FF b"o.a ADHESIVE ° ARM 4 COVER SINGLE-PLY ROOF MEMBRANE NOTES: RELEASE INSULATION 4 ROOF DECK PREFINISHED BRAKE METAL SHEET-METAL SCUPPER, I.ALL WALL ANCHORS COPING GAP W MIN.1/4"PER a CURED O AA LDED E ' SHALL BE ZING ALLOY. FT.SLOPE m 2.ALL STEEL FOR • LADDER TO HAVE A GRAY W.F. SECURED TO d G PRIMER.PAINT ALL GR - -— INSTALL COMPATIBLE SEALANT BETWEENEALANT 2x F.R.T.FT NAILER ON IS#FELT (IF REQUIRED DRAIN BOWL FLANGE d MEMBRANE SEPARATOR SHEET w/I/2°DIA.x FOR REQUIRED CAST-IRON DRAIN BOWL 8"L6.HOOK ANCHOR BOLT® ; k —HATCHPECIFIC z_Q k I SYSTEM) 4'-O"o.c.(2'-0"oc.WITHIN 8'-O" pO COVER " DECK CLAMP OF CORNER) d m Q ROOF MAX.COUNTERSINK OF 9/4' DBL.2x12 I"FIBER. ROUND GUT IN MEMBRANE EXTENDED WOOD NAILER INSV. + - 4 DII APPROX.I"PAST CLAMPING RING. m = I-I/2"L6.6ASKETED 6ALV. v A4.1 RETRACTABLE SAFETY POST HOLE IN MEMBRANE SHALL BE - - - STL.HEX HEAD SCREW -- PADLOCK HASP LARGER THAN DRAIN PIPE DIAMETER - FLOW REF. Drawn By: JLD/MG FASTENERS®18"oa. CURB YW -_ �-� RAIN CONDUCTOR Project No.: 14141.00 INTEGRAL—� _ EXTEND MEMBRANE OVER GAP 0 PARAPET AND DOWN I' ' BELOW OUTSIDE FADE OF SHEET-METAL d c I"RISID FIBER \ NAILER CONDUCTOR Q ATTACH TO WALL PER INSUL ALL SOFFIT PANEL SYSTEM HEAD 4 - _ MANUFACTURER'S Q AROUND CI1R8 DOWNSPOUT 8 a<2 m > INSTRUCTIONS,PROVIDE ZZEA D WOOD DRAINAGE&RATE ROOF „ate BLOCKING AS REQUIRED. i0 SLATE,I/4"x NGASREQUIREDa FLASHING HOTTYP. -AIRWFJJJION X1 to w'o a y a F e u STEEL THRU-WALL D8 1 CANOPY OVERFLOW DRAIN D9 1 COPING CAP DETAIL D101 SCUPPER DETAIL Q ANGLE FRAME LADDER `r (kEFEIt TO 5TRUO MURAL) I/4"x B"BENT PLATE YV PROVIDE AD WATER LINE AND THREADED 5ILLCOCK AT C e_ �°, 5/61 VIA.SLEEVE THIS LOCATION. PROVIDE NOT TO SCALE 3'-1'-0" 9'.T-0' ANCHOR BY"HILTI'OR 2'-b'W x 9'-O"L INSULATION FOR WATER LINE -94 EQUAL(TYP) A5 REQUIRED.(REFER TO w - 7„ PLUMBING) w w,w ROOF HATCH o: D7 DETAIL = MTL.STUD WALL W/5/8" SCALE 1 1/2"•"0" w E o �V GYP.50.ON EITHER SIDE. 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REFER O Z CC 2 - BRAKE METAL GAP PERIMETER FRAME ON 50#FELT d 5/4" F.R.T.PLYWOOD - SHEATHING O O b TAPERED MI 2.._ EXTEND FELT OVER ® 'A 2 _ — �- 30#FELT FINISHEDPRE 3/ALUMINUM It"T�FiaMIR6- -zf" -_ BRAKE METAL GAP ON = FACE OF FRAMING - 10 °F ,+ ` 51L BOLTS ® ® _., �,A__-d.. _-gTE A/ - — PLYWOOD SHEATHING ANCHOR CONT.CLEAT 2 EXTEND FELT OVER d 8 FRET.FRAMING— 2 FADE OF FRAMING O 2x F.R.T.FRAMING (o ANCHOR BOLT <SILL PLATE b � All d FXPAN51ON ANCHOR . ® 12 2 - 2 2 GONT.CLEAT MICHAEL CRISLI P 0 0 ARCHITECT j 25001 EMERY ROAD,SUITE 400 -f CLEVELAND, OH 44128 TEL 1216) 223-3200 FAX (216) 223-3210 PILASTEfl(SMALL) PIER www.herschmanarchitects.com D161 PILASTER CAP DETAIL D171 PILASTER & PIER CAP FRAMING PLANS D191 PIER CAP DETAIL 3'.T-0' SMALL N.T.S. 3•0-0• ROOF DETAILS A-4i43 TO W �l 11• U°� t o `.r �a Ja �F M 1/2'RAO. a 5„ a 1/4'DEPTH GROOVES - 0e.lan end con.fracuon docxmem. °� - a Instrument.of eerylce era plven onxdxnce and remerop SEE PLAN .cnmen nrcnuele mpe xery e.ipn end me.. x cc 1-1/2"DIA.PIPE 4'-O"MAX.O.O. Ib" 5 T oil"=2'-9' 1'-0' 4 ° ao�em�I.fer purp....mart I- ,FAINT ne peclilc prI'— med ne,eln I. GUARDRAIL ncny pronmded wunoct e.preeeed wrinen c enf pi Mlpn.el Crl.11p, ' nrcnnectc.. I-1/2.OD.5TL. D2 H11 ANDRAIL A4.2 _ ° 4,3 ° Date Issue. 2 v m m 01/05/2014 PERMIT DIA.PIPE — — - HAND RAIL,PAINT a 4 GONG.STAIR Q L_____- A GONG.SLAB 65 `1'E)TfE�tIOR AREA 4, �=dR ASSISTED — — 1-1/2"OD.5TL.GUARDRAIL L_J4ESGUH"_SIGN iV �_ V ~ < n ' 5/4"CHAMFER,TYP. •r N v� IF ALL CORNERS ° m — ______J GORE DRILL,EPDXY r �r--1 SET PIPE D4 CONC. STAIR SECTION I t x I GONG.STAIR, 9'd-ir GONG.LANDING WALL,STRUGT-�� 4 _°° .III 1 III— I b • I SEE STRUCrT... m 1 F) AREA OF REFUSE PAVING,SEE CIVIL - —— — _ _ _ D4 -III- R q.. r' 2" I 5 Jr� _ _ _ — — a i —I =1 —III III1 LA4.2 4„ -III_ a7=ti HT III1 STEEL PIPE HANDRAIL MASONRY WALLI I/2"STANDARD N✓EI6-1 I 1—D1 STAIR PLAN DETAIL I' 11I 1=1 -1 1-1'' WALL 51 v4•.r-o• e„ 132� STAIR CROSS SECTION - CONCRETE 21/4' PLAN ® WALL I I/2"STANDARD INE16HT I/2"STANDARD WEIGHT STEEL PIPE GUARDRAIL STEEL PIPE GUARDRAIL O 2 1/2"RAP. O Drawn By: JLD S + Project No.: 14141.00 5„ II/2"STANDARD WEIGHT STEEL PIPE HANDRAIL 1/2"DIA.5TL. BRACKET YV 1 1/2" ¢ m m o= RAP 311 SECTION ® GUARDRAIL PLAN® GUARDRAIL TYPICAL D5 HANDRAIL DETAILS °amo�o W•SCALE 5"= I'-O" "e o = O` W EIv 7 e W^— N<e.irx 00 0 �0 V^ 7V 0 I W �o wC9 3OD Yo Q C6 Q z � w w z C.) MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (2161 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com OPTIONAL ROOF DETAILS A4•2/ 2' 5:-4. 2'2" 4:-4. 2' ROUCI�'G E<<: „ ----- ROUGH OFN'6 ROUGH OFN'G R.D. R.O. ,6 DOOR AND FRAME SCHEDULE DOOR JAMB HEAD UJL- / \ INTERIOR 516NA HARDWARE (REFER TO ADAD ' // //6 •\\ \\ // \\ e NO. LOCATION TYPE MATERIAL SIZE MAT'L TYPE MAT'L TYPE 5ET NO. RATING, REMARK5 FOR MOUNTING NO Om INS \ \ ,v / \ \ \ / \ 'Q REQUIREMENTS)- (SEE NOTE 21)------------------------------ .--_-------__---_-------....------ -------------- \ r _.._.-..._..-- -------------- - - -- P ---- -- / FIRST FLOOR o as...a....rr°.n..m..m..1. / o INFRARED SENSOR OPERATED sn.. \\ \ / / IOOa VESTIBULE A ALUMJbLA55 14'-0"x 1'-0"(PACKAGE) ALUM. J-5 ALUM. H-5 I `EXIT" IOOa i....na.....na r.—m..r -V \ / AUTOMATIC SWING OR DOUBLE or H.rs.nm..nronn.ms. Tn.w. ® 50\ O \ O/sX ®/Go (D \ ®/ / / m IOOb VESTIBULE A ALLM16LASS 14'-0"x 1'-0"(PACKAGE) ALUM. J-5 ALUM. H-5 I "EXIT" 10012 ��r.l.a.s;,...a r......".rr..r�.. / / \ / SLIDERS-SEE NOTE#4,#15,#Ib,#18 a...=.ms ror..r..s.s... m.n IOOc VESTIBULE B ALUMJ6LA55 6'-6'x 1'-0'(PACKAGE! ALUM. J-5 ALUM. H-5 I 'EXIT" 100c a Slay. irm.r.n.r. t n.r.m i. m.nr wonimr.a.nnom...mesa PANELS AN BREAKOUT ON S.T P.GAINS OUT INTERIOR DOOR FACES TO IN'MIN.16 GA.STL. 1010 TEAM SPORTS/5ALE5 EXIT G HOLLOW METAL 3'-0"x T-O"x 1 3/4" H.MT_. J-4 H.MTL. H-4 32 NOTES#2,#3,#5,#6(4"HEAD) "EXIT' Ola n;°Hire i°....r or rmmh.oi crisp.. PANELS AND SLIDING DOORS.TYP.ON Doom 0100.AND 0100b. IOlb GOLF/5ALE5 EXIT G HOLLOW METAL 3'-0"x T-O"x 1 3/4" H.MTL. J-4 K MTL. +4 3 NOTES#2,#3,#5,#6(4"HEAD) "EXIT' IOIb Date Issue 0 FITTING ROOM 61 WOOD 3'-O"x 8'-0"x 1 3/4" - - - - 152 NOTES#5,#14,#22 "ACCESSIBLE" IOIO ® 101 ALUMINUM SLIDING DOORS © ALUMINUM DOORS G H.M. DOOR ff FRAME O DUAL-ACTING DOORS O COILING SERVICE DOOR ]Old FITTIN 07/05/2014 PERMIT NOTES NOTES NOTES I.SEE HEAD DETAIL FOR FRAM SIZE. FITTING ROOM 61 WOOD B'-0"x 8'-0"x 13/4" 15.2 NOTES#8,#14,#22 IOId I. EXTERIOR DOOR UNIT TO MATCH D56- CLEAR ANODIZED DOOR UNIT. 2.DOORS THAT REQUIRE DOOR GPM MOUNT 0)AT 49"AFF MAX(TO I.SEE VENDOR DW65 FOR V15ION PANEL 1010 FITTING ROOM G WOOD 6-0"x 1'-0"x 1 5/4" - - - - 15 NOTES#14,#11,#22 1010 OT/14/20I4 *FOR BID EXTERIOR HARTFORD GREEN. BOTTOM)AND(U AT 60"OFF;LOWER EXIT DEVICE TO CLEAR SPY; LOCATIONS TOR FITTING ROOM & WOOD 3'-O"X T-0"x 13/4" - - - - IS NOTES#14,#Il,#22 "ACCESSIBLE" IOIP 2.INTERIOR DOOR UNIT TO BE CLEAR ANODIZED REFER TO DOOR HARDWARE SCHEDULE. 01/21/2014 ADDENDUM#I : 102 GOLF STOCK G HOLLOW METAL 3'-O'x 1'-0"x 1 5/4" H.MTL. J4 H.MTL. H-2 5 ---- 102 ' RA. IB�4 IS�4 4:-0. SEE 105 EXIT CORRIDOR -- ---' 4:-O::x 9:_O:: t H.MTL. J-b H.MTL. H-6 16 FRAMED OPENING "EXIT" 105 . 1050 OFFICE CORRIDOR G HOLLOW METAL 3'-O"x T:60 x 1 3/4" H.MTL. J-3 H.MTL. H-3 4 ---- "OFFICES' 105a FIELD L VERIFY 105b EXIT CORRIDOR G HOLLOW METAL V-0"x 1'-0"x 1 3/4" H.MTL. J-3 H.MTL. HHS 4 105b ' IOSC CORRIDOR EXIT G HOLLOW METAL 4'-0"x 1'-0'x 13/4" H.M. J-4 H.MTL. H-4 3.1 NOTES#2,#3,>5,#b(4"HEAD) "EXIT" 1051, • 106 RE CORRIDOR - ---- 4'-4'x 4'0" H.MTL. J-6 H.M. H-6 16 FRAMED OPENING "RE5TROOM5" 106 \ \ \ -r' CHAIN LINK 106 OFFICES G HOLLOW METAL V-O"x T-0"x 1 3/4" KD J-3 KD H-3 6 ---- bFFICE' 105 ' GATE IIO BREAK ROOM - --- 3'-0"x T-0' H.M. J-6 H.MTL. H-6 18 FRAMED OPENING "BREAKROOM" 105 • \ \ O \ m d III GASH AND COUNT ROOM G HOLLOW METAL 3'-O'x 1'-0"x 1 5/4" KD J-3 KD H-3 q.1 ---- III 4 oPla \ 113 WOMENS TOILET ROOM G HOLLOW METAL 3'-O'x 1'-O"x 13/4" H.MT_. J3 H.MTL. HH3 5 NOTE#8 'WOMEN" 113 O V RtcstlOF/A R HMY 114 MENS TOILET ROOM C HOLLOW METAL VFW x 1'-0"x 1 3/4' H.MTL. J-3 H.MTL. H-3 5 NOTE#6 "MEN" I14 O AOOD DOOR G WOOD DOOR O FULL LITE ALUM. DOOR OK H.M. DOOR 8 FRAME O GALV. CHAIN 115 STOCKROOM E HIGH IMPACT HNP (2)3'-0'x 9'-0'x 1 3/4' H.MTL. J-6 H.MTL. I H-6 18.1 POLY CORE,NOTES#1 115 $ WINDOW FRAMING LINK GATE Ilba RECEIVING F ROLLING STEEL V-0'x q'-0" J-8 SEE SHEET A1.1 12.1 - 116a NOTE's NOTES NOTES libb OPEN 116b I. MENS FITTING ROOM. I. WOMENLS FITTING Roots. I. RE IREMENT5.IONS FOR GLAZING II6a TRASH COMPACTOR K HOLLOW METAL 3'-5"X 3'-5" H.MTL. J-4 H.MTL. Sim- II 1 1/2 MR NOTES#1,#11 IIbO REQUIREMENTS. 2.CLEAR ANODIZED ALUMINIUM Had OPEN - Had 1 I DOOR TYPES O= TEMPERED GLAZING PANEL (I/4" TEMP. GLA55 FOR ALL INTERIOR DOOR5; I" INSULATED TEMP. GLASS FOR ALL EXTERIOR DOORS) 1166 OPEN 6e SCALE I/4"= I'-0" 111 OPEN Ill Ilq OPEN IIq 120 ARCHERY J ALUM. 3'-O"x 1'-0"x 1 5/4' ALUM. J-I ALUM. H-11 2 NOTE 020 120 2r-4" 1'-4' 121 WORK ROOM G HOLLOW METAL 3'-0"x 1'-0"x 1 3/4' H.MTL. J-2 H.NTTL. EQUAL EQUAL E EQUAL EGNIAL x H-2 Qi 9 --- 121 ROUGH oP G ROUGH OPN'G 122 WORK SHOP J ALUM. 3'-O" T-0 x" 1 3/4' ALUM. J-1 ALUM. H-1 2 NarE#w 122 • 130 ELECTRICAL ROOM L CHAIN LINK 4'-0"x 8b" - 11 NOTE#11 130 131 DATA/AV ROOM G HOLLOW METAL V-0"x T-0"x 1 3/4' KD J-2 KD H-2 t Ib --- 'AV ROOM" 151 I-8 CO 1-8 "I ROOF HATCH -- STEEL SEE SHEETS A4A,A4.1 - - - - 12.2 --- RHI LOR MATCH � COLOR O MATCH r� 1-6 D5G I-8 1-8 D56 RTORD Drawn By: JLD/MG iv ry C 1-8 J Project No.: 14141.00 I-8 I-8 w 2° - DOOR NOTES: ALL DOOR & HARDWARE BY VENDOR #4 UNLESS NOTED AaaWx. D56 HARTFORD 1. DOOR TO BE PROVIDED WITH 180'SWING HARDWARE AND'TEARDROP'IMPACT BUMPERS (TYP.BOTH SIDES OF J -8 J- 10. HARDWARE SUPPLIER 15 TO PROVIDE A PADLOCK FOR THE ROOF HATCH,OVERHEAD DOOM AND GATED FENCE. m 1-8 GREEN-EXTERIOR I-6 - DOORS). ALL DOOR HARDWARE BY DOOR MFGR. COORDINATE KEYING WITH DICKS SPORTING 60005. 0 5 0 2 0 GAPS 2. DOOR TO HAVE ELECTRONIC.DELAYED EGRESS PANIC DEVICE AS ALLOWIp PER Dom(IBC SECTION 1008.1.86). II. FRAME LOCATION FLUSH WITH INSIDE WALL(COMPACTOR DOOR HAS 180'SWING) - a`° Q b Q DEVICE TO BE HARDWIRED AND TIED INTO FIRE ALARM SYSTEM. DOOR TO HAVE 15 SECOND DELAY. P05T 51GNA&E "'m-°°D Z a O Q Q I-8 0 I'8 AS REQUIRED STATING THUS:'PUSH UNTIL ALARM SWND5.DOOR CAN BE OPENED IN 15 SECONDS.' I2. FINAL KEYING BY DICKS 5PORTING GOODS. v - DOLOR MATCH .•. S. DOOR INDICATED AS EXIT DOOR PROVIDE ALL NECESSARY PANIC HARDWARE E ALARMED EXIT UNITS(A5 PER IS. ALL HARDWARE SHALL BE ADA ACCESSIBLE.La,,�I�A"`(4�-}� U„N.(�_ O` GREEN- TOR F AUTOMATICSPECIrlrA IONS) 14. PROVIDE LOCK SETS AT ALL FITTING ROOM DOORS.(A5 PER IFICATIONS) - C 4. AUTOMATIC SLIDE DOOR MF6R.TO PROVIDE ALUMINUM THRESHOLD ADA APPROVED WITH SLIDE DOOR ASSEMiBLY. DOOR CONTRACTOR TO INSTALL. 15. DOOR 15 INFRARED SENSOR OPERATED AUTOMATIC 5WING OR DOUBLE SLIDERS. SEE NOTE#4. S. METAL THRESHOLDS FOR PERIMETER WALL EXIT DOORS 5HALL BE ALUMINUM,YEATHER RESISTANT,AND ADA. 16. DOOR ROUGH OPENING INCLUDES AUTOMATIC OPERATORS. ACTUAL DOOR HEIGHT 15 R0'HIGH. w° COMPLIANT(AS PER SPECIFICATIONS) I I 11. DOOR FRAME IS 3'-0'X 8'-0'. WOOD DOOR IS HUNG AT 12'OFF. EQUAL I. 14'-0}�Z' I EQUAL I. EQUAL EY,MIAL 6- INSULATED DOOR w/PERIMETER WEATHER STRIP. (A5 PER SPECIFICATIONS) Ia. DOOR HARDWARE PROVIDED BY VENDOR#20. FUNCTION:TO BE KEY-LOCKED EXTERIOR,AL4AY5 UNLOCKED INTERIOR ROUGH O :G 1. 6.G.TO ADJUST CLOSERS ON ALL INTERIOR DOORS TO A MAXIMUM OPENING FORCE OF 5 LES.ADJUST CLOSING SPEED Iq, DOOR REQUIRED TO HAVE PANIC HARDWARE AS REWIRED BY NEC CODE. REFER TO SPECIFICATIONS. 50 THAT THE TIME FOR THE DOOR TO MOVE FROM q0'TO 12'FROM THE LATCH 15 NOT LESS THAN 5 SECONDS. 20 DOOR HARDWARE PROVIDED BY VENDOR#10. FUNCTION:TO BE KEY-LOCKED EXTERIOR,ALWAYS UNLOCKED INTERIOR 8. UNDERCUT DOOR BY I IN. ® STORE ENTRANCE © STORE ENTRANCE 21. REFER TO SPECIFICATION SECTION 10440 FOR INTERIOR 916NA&E PACKAGE VENDORS. w o F o ALUMINUM GURTAINAALL SYSTEM ALUMINUM GURTAINAALL SYSTEM q. COORDINATE 51ZE AND 5PECIFICATIONS WITH COMPACTOR MANUFACTURER. DOOR TO HAVE 160'SWING AND 22. DOOR TO BE FAINTED P-54 BOTH SIDES;FRAME 15 PREPIN15HED A5 PART OF THE PORTAL FIXTURE. MAGNETIC HOLD OPEN A5 SPECIFIED. 2 GLAZING UNITS TI = I" INSULATED TEMPERED GLAZING PANEL SCALE I/4,,=I'-O" NOTE: MULLION COVERS TO MATCH D56-EXTERIOR HARTFORD GREEN ON EXTERIOR SIDE ONLY. co NOTE: ALL STOREFRONT SYSTEMS BY VENDOR#10 4 VENDOR 020;REFER TO DETAIL 8/A5.1 FOR FRAMING DETAILS. Q 21'4' ROUGH ORN'G O J- I-8 S- _8 I-6 1-0 J- C R T UPDATED:1.142014 KEY MATERIAL DESCRIPTION KEY MATERIAL DESCRIPTION I-8 ALUMINUM I-8 C-1 CARPET-THROUGHOUT SHAN PATCRAFT-BL 0312P-O BRK-2 REFER TO SPECIFICATION SECTION 048102DI G FOR _MALL SVE 12'MODIA.AR THIN BRICK MORTAR LA PARSE-(ARSOV NON-FADING#12T C-2 TURF FIELD-PUTTING GREEN SOUTHWEST GREENS-FROTURF-PTNR-4200 ACCEPTABLE BRICK MANUFACTURERS AND COLORS i•J/ . o QT �a Q I-b G-3 TURF FRINGE-GLEATS/PUTTIN&GREEN 5OUTHWE5T GREENS-FRIN6ELOW-NFUF !N B-30 RE5ILIENT BASE-6"VINri COVED JOHN50NITE#40 BLACK L m V-22 YGT-CHECK-OUT ARMISTRONb-STANDARD EXGELON IMPERIAL 7EXT1RE-51915-CHARCOAL GL-I ACOUSTICAL TILE ARMSTRON6-FISSURED#T55,24'x 48'x 5/8'LAY IN TILE-(CLOT TO BE WHITE J pd ,3 V-40 VG7-THROUGHOUT ARM%TRONb-STANDARD EXGELON IMPERIAL TEXTURE-51g04-STERLING GL-2 GYPSUM BOARD CEILING PAINTED P-10 UNLESS NOTED OTHERWISE-REFER TO A3.0 LL �S V-43 VINYL WOOD PLANK FLOORING,-FOOTYEAR 5HHAW-0033V;COLOR;021g8 SHOE T' TS-3 VINYL JOHN5ONITE-#E6-60-H TRANSITION MOULDING BETYIEEN CARPET AND O g V-bq VGT-BORDER ARM5TRON6-51910-CLASSIC BLACK-12'x 12' CONCRETE(SEE A10)-COLOR#80 FAWN Ra�H � H` g R-21 EVER-LAST EL-02 GRIPPIN GREY 10 WPPIN GREY"10"-35 MM T5-4 VINYL JOHNSONITE-#CTA-80-A TRANSITION MOULDING 5ETMEN RE51LIEW FLOORING LL T-1 12"x 12"CERAMIC TILE AGP-D56 BEIGE#1093086 i= AND CARPET SEE A2.0)-COLOR#50 FAWN O STORE ENTRANCE CS CONCRETE SLAB-MEW NEW CONCRETE FLOOR. A MINIMUM OF 2 COATS CLEAR 5EMI-6LO55 T5-5 VINYL JOHNSONITE-#RRS-80-G TILE REDUCER BETWEEN RESILIENT FLOORING ANDH T ALUMINUM GURTAINAALL SYSTEM ACRYLIC WATER BASED SEALER TO BE APPLIED. CONCRETE(SEE A2A)-COLOR#60 FAWN W C) C5 CONCRETE SLAB-EXISTING EXISTING CONCRETE SLAB TO BE GLEANED. A MINIMUM OF 2 COATS. 00 TI TS-10 ALUMINUM SCHLUTER SCHIENE TRANSITION STRIP BETWEEN VGT AND CERAMIC TILE IN � � 2 GLAZING UNITS = I" INSULATED TEMPERED G CLEAR SEMI-GLOSS ACRYLIC WATER BASED SEALER TO BE APPLIED RESTROOM-ALUMINUM 0 LAZING PANEL P-q PAINT-TOILET ROOM SHEMIN WILLIAM5-5W0056-BUCKRAM BINDING, Y SCALE 1/4"- 1'-O" NOTE: MULLION COVERS TO MATCH DSG-EXTERIOR HARTFORD GREEN ON EXTERIOR ONLY. a P-10 PAINT-THROUGHOUT OFFICE AREA 5HERWIN WILLIAM5-5W1102-WHITE FLOUR Q C Lf) NOTE: ALL STOREFRONT SYSTEMS BY VENDOR#10 4 VENDOR#20;REFER TO MAJL 8/A5.1 FOR FRAMIN6 DETAILS. a P-00 PAINT-EXTERIOR MALL ENTRANCE 5HERAIN WILLIAMS-SW61gb FROSTY M41TE J r P-34 PAINT-THROUGHOUT SFERWIN WILLIAMS-CUSTOM INTERIOR HARTFORD GREEN WC-1 WALL COVERING WOM ENS D1.GOL'GH-SYMPHONY OPUS BACKBEAT;PATTERN AZ52095;DOLOR:WHITE Z Q P-64 PAINT-FOOTPEAR 5HERWIN WILLIAMS-5W104-5OFTWARE I Firms ROOM 50ALL O LL W P-q4 PAINT-PORTALS 5FERWIN WILLIAM5-05&CUSTOM PEGBOARD SILVER -w-I FIBERGLASS REINFORCED PANEL-JANITORS SINK .015"THICK PANEL ADHERED TO WALLS,WITH PVC MOLDINGS ON 2 SIDES OF Z P-103 PAINT-WOMEN'S FITTING ROOM 5HERWIN WILLIAMS-SM046-ANONYMOUS MOP RECEPTOR SINK,6'-0"HIGH x 4'-0 WIDE Z —O P-112 PAINT-WALLS/COLUMNS THROUGHOUT SALES SHERWIN WILLIAM5-PROMAR 200 ZERO VOC INTERIOR LATEX-FLAT- FRP-2 MARLITE-ARTIZAN FRP 939-644 VERONA RESTROOM5 PANEL ADHERED WALL5 WITH SEAM JOINT INSTALLATION PER MANOR (� Cl) AMAZING 6RAY 5W1044 NS P-112A PAINT-BOTTOM OF DECK/STRUCTURE THROUGHOUT SHEMIN WILLIAMS-FLAT-DRYFALL ACV-2 ACROVYN PANEL#q2q OYSTER BRAY D40 THICK PANEL,PEBBLET'TE TEXTURED,ADHERED TO WALLS OF CORRIDORS SALES AMAZING&RAY-DS6 CUSTOM TO STOCKROOM(REFER TO ELEVATIONS) P-114 PAINT-GOLF AND LODGE E WI 5r -PROMAR 200 ZERO VOG INTERIOR LATEX-SATIN-G ' GREENEN BLACKCK SW6994 G6-2 AGROVYN CORNER GUARD#929 OYSTER GRAY MODEL#55M-20-.040 PEBBLETTE TEXTURED,ADHERED TO OUTSIDE CORNERS P-I31 PAINT-TEAM SPORTS SHEMIN WILLIAWo-5POO46 BUNGLEHOUSE BLUE I IN CORRIDOR,SUPPLIED WITH ALUMINUM RETAINER AND TOP/BOTTOM ENDGAPS P-132 PAINT-LODGE SHEMIN WILLIAM5-5MI45 THATCH BROWN BT-I 5A5E TILE-RESTROOMS AGP-D56 BEIGE 10g5860-6"x 12"COVE TILE 5A5E P-133 PAINT-BIKES AND FITNESS SHEMIN WILLIAMS-SM636 HUSKY ORANGE ' P-134 PAINT-PAINT TO MATCH PL-51 IN GOLF SHEMIN WILLIAMS-5W60gb JUTE BROWN a b-I GROUT-RE5TROOM5 HYDROHENT-SAND BE16E H146-%'JOINT RECOMMBIDED '�--' PL-21 OFFICES WILSONART-D482-60 MATTE-BLACK FOREST GREEN FL-31 WORK SHOP FORMICA-116-58-FINISH OAK TO MATCH ANTIQUE ASH PL-42 NIKE VENDOR SHOP PIONITE-5E101-SUEDE BLACK MICHAE L CRISLI P PL-51 GOLF 4 LODGE GENERAL FUNDER ACHIEVA#224-04;COLOR:NINA MAPLE;FINISH:SUEDE A R C H I T E C T FL-62 WOMENS FITTING ROOM-TRIM FORMICA#8828;EARTHEN TWILL 25001 EMERY ROAD,SUITE 400 MOP MEDIUM DENSITY FIBER BOARD-TRIM AND BASE PAINT GRADE CLEVELAND, OH 44128 NMDF T}ERMOFUSED MDF MOCK CLEAR TEL (216) 223-320 f FAX (21 ) 223-3210 MDF-DD DOUBLE DENSITY MDF LOCAL SUPPLIER-PAINT GRADE www.hersohmanarchitects.com ML-I neovFUSED MELAMINE PANEL WHITE-PROVIDE WHITE PLASTIC GAPS OVER FASTENERS WD-22 CEDAR WOOD PLANKING(MALL ENTRANCES ONLY) 6"TONGUE AND GROOVE:CEDAR AND MISC.TRIM 4 BASE. YO-55 WEST COAST STORES ONLY WHITE OAK-SOLID HARDWOOD-QUARTER SAWN-6"WIDE SCHEDULESB NOTES A5.O 1 1 5/4' B I/B" 5 3/4' 4 I/2' 1 1A6"I/4' 1A6" 41/8" EXTERIOR WALL Yz'MELAMINE CONSTRUCTION,SEE WALL S z°W BOARD ON SECTIONS 7 I/4' r,�6' 5/6,GYPSUM 5/B"GYPSUM BOARD ON BOARD : 3 5/8"METAL STUD 5/0'GYPSUM BOARD ON 5/B"GYPSUM BOARD ON STEEL LINTEL,SEE 5/8'GYPSUM BOARD ON J4'THIN BRICK OVER 5/0" a a h M FRAMING 6•METAL STUD FRAMING 3 5/H'METAL STUD STRUCTURAL DRAHIN66 METAL STUD FRAMING SEALANT JOINT + t a FRAMING STOCK SIDE CEMENT BOARD ON b" AND BACKER ;__-5W SLATPIALL MAY EXTERIOR INTERIOR R r- + a METAL STUD FRAMING OCCUR,SEE INTERIOR 3/4'SLATWALL MAY 3/4'SLATWALL MAY 5/4"SLATFTALL MAY ROD a .. '�� 'l o•cisn ena corm+rvcucn aoo"mama DRAWINGS OCCUR,EITHER SIDE,SEE PAINTED H.M. OCCUR,EITHER 51DE,SEE PAINTED H.M. 3 MOTION SENSORS �OCOJR,EITHER SIDE,SEE ee mco-cmenm or oe,moe ere sme" n _ iv INTERIOR ELEV. FRAME iv INTERIOR ELEV. FRAME,FILL 50LI FAIN H.M.H RA�EiV INTERIOR ELEV. iV nor H rioonme"end rs..Nt"otece The sae or mie design ena niece oo"svcmioo PERIMETER PAINTED H.M. - -- WITH MORTAR - q n PAINTED H.M. _.._... ago"mane'of a"racase the,men m SEALANT FRAME DOOR S BI-PARTING AUTOMATIC DOOR I I COORDINATE mo coacirm nrolect named naremio ALUMINUM DOOR DOOR i� SLIDING DOORS w/ H16H IMPACT ri REINFORCING OF FRAME FRAME aviouv oronrooea wuho"t e.n,eooea written aonaent at Mlaneel crmlle. EMERGENCY BREAKAWAY DOOR MAY AND FEAR FOR HIGH DOOR nritt,n .i DOOR AND g r � DOORS AND 51DELITES OGGUR SEE � IMPACT DOOR FRAMff 5CFEDULE ATTACHMENT -JL-- Date Issue 01/05/2014 PERMIT H-1 HEAD DETAIL H-2 HEAD DETAIL H-3 HEAD DETAIL H-4 HEAD DETAIL H-5 HEAD DETAIL H-6 HEAD DETAIL H-7 HEAD DETAIL SGAL£;1 1/2"=I'-0" SCALE;11/2"=1'-0" SCALE;1 1/2"=I'-O" SCALE;1 1/2"=I'-0" SCALE;1 1/2"= 1'-0" SCALE;1 I/2"c I'-On SCALE;1 1/2"=V-O" NOTE I. 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CATIONS d II 4 m U \\/ T MIXTURE Drawn By: JLD/MC Project No.: 14141.00 REINFORCED 12"SPLIT-FACED „��/ / /\� EXTERIOR LIGHT FIXTURE II G.M.U.WALL CONSTRUCTION. f (REFER TO EXT.ELEVATIONS II RAM TRIK UTO RAL ELEVATIONS d // `� \ REINFORCED CONCRETE 4 ELECTRICAL) INSULN5TATIONNIIN NON-REINFORCED =" \ FOOTING REFER TO U TI FOUNDATION, RAL CELLS FROM FLOOR TO Roof: m m DIAPHRAGM,TYPICAL ALL ¢V o m e a / EXTERIOR MASONRY WALLS `f/ p a CONNECT TOI oRM SYSTEMI m v°"°° REINFORCED 12"SMOOTH -PAGE,.MU.WALL CONSTRUCTION.REFER TO GONT.THRU-WALL PAN m L II ELEVATIONS d STRUCTURAL FLASHING SYSTEM w/ DRAINAGE MESH REFER TO FLOOR PLAN w u FOR FINISH m o o 'y PARTIAL o WS41 REAR WALL SECTION @ DOCK O` II III PRE-FINISHED METAL PERIMETER SEALANT _- 9/4'.1'-0• DOWNSPOUT w/MATCHING REFER TO FLOOR PLAN WALL ANGHOR5 0 0-0"o.c. >a •° FOR FINISH •„ II DOCK SEAL (VENDOR#15) II _ _ II II THRU-WALL FLASHING III w/WEEPS®24"o.c. ': rn a SELF-ADHERING II FLASHING MEMBRANE A G/MA. II I N III II • �°.., " AFF �� I I I p u lu mY m H.M.DOOR d FRAME I I ROLLING STEEL SERVICE DOOR(VENDOR%22) �'II /4"BRICK VENEER w/ II 4"BRICK VENEER w/ L TRASH COMPACTOR 8'C.M.U.BALK-UP 6'C.M.U.BACK-UP CHUTE BY VENDOR%G GROUT FRAME SOLID �J II STEEL CHANNEL JAMB BEYOND.PAINT TO Wg I EXTERIOR OF ROLLING MATCH V © U I STEEL SERVICE DOOR In ¢¢1S1jS �JJjSS B/MA. CONT.THRU-WALL GROUT SILL SOLID I I o PAN FLASHING I`J II7 CONT.THRU-WALL PAN SYSTEM w/ II FLASHING SYSTEM w/ DRAINAGE MESH f / EDGE-OF-DECK LEVELER CONT.THRU-WALL PAK I/2'EXP.Ji DRAINAGE MESH I/2"EXP.Ji U FLASHING 5Y5TEK4 REFER TO FLOOR PLAN (VENDOR%15J MATERIAL,FILL TOP -� MATERIAL,FILL TOP Y DRAINAGE FOR FINISH m Y m EMBEDDED STL.CHANNEL O I/2'w/SEALANT V I/2'w/SEALANT FIA.L WIDTH OF OPENING, Oq REFER TO STRUCTURAL CD REINFORCED REINFORCED FINISHED FLO05L. FINISHED FL22f4, CONCRETE 5LA6, CONCRETE SLAB, FINISHED FLOG Y O.-O" O'O_ ' REFER TO STRUCTURAL REFER TO STRUCTURAL TO, Fti I D FLOOR 4 GROUT SOLID 4 REINFORCED GONG.5LA13 \ - \ REFER LOADING TO DOCK WALL SECTION FOR - ° \ /� (REFER TO STRUCTURAL) ADDITIONAL INFORMATION I"El.Ji.MATERIAL, FILL TOP I/2'w/SEALANT \ / \2"RIGID INSULATION 20'-0"L.PREFAB.TRENCH DRAIN \ FROM TOP OF FOOTING ro UNDERSIDE of SLAB a FROM TOP OF FOOTING a" \ \ / °WATTS GEPA LEVEL D"BY WATTS \�\ A5 INDICATED \ / \ - _ \\ TO UNDERSIDE OF SLAB DRAINAGE W.OR'POLYDRAIN" / AS INDICATED BY AST,INC. \/\/ REINFORCED CONCRETE ° / ��i' � REINFORCED GONG.RAMP(L PJ �. FOOTING 4 FOUNDATION, < \\\ :';' \\ CONCRETE aid oA . ol. aid -4-O'E1FF—`9r REFER TO STRUCTURAL / FOOTING 4 ° ° , \ °a. .\ ``\ \\ FOUNDATION, "4 FOUNDATION, a a \ REFER TO 4 aSTRIZTURAL ° aq. • a" // / ICONNECT TO, -- IQ \ `- -- MICHAEL CRISLIP °de 15TORM 5Y5TEt4 ARCHITECT REINFORCED CONCRETE FOOTING 4 FOUNDATION, REFER TO STRUCTURAL 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 ` o° TEL (216) 223-3200 TYPICAL TYPICAL PARTIAL LOADING DOCK FAX 2161 223-3210 WS5 PILASTER CROSS SECTION WS31 REAR WALL SECTION WS21 WALL SECTION @ COMPACTOR WSJ WALL SECTION www.herschmanarchitects.com 3/4'.1'.0- 3/4•_1•-0- 3/4•_1•-0• 3/4•.T-0- WALL SECTIONS A49.4 LOWER CANOPY SUPPORT(WELDED o r u 8' FACE OF BUILDING TO STL.CHANNEL),STEEL ROD W/ -a: 4„ CLEVIS ENDS 4 TURNBUCKLE. .. REFER TO STRUCTURAL FAUX WOOD CHANNEL 2• 2" 3-5/8k206A.STL. FAUX WOOD CHANNEL 2" 2 5/4' 2-I/2"x206A.M.STUDS BY VENDOR MI STU05•16'O.c. SY VENDOR•1 Ib"oa.W/BATT INSULATION PRE-FINISHED COPING GAP PAINTED GYPSUM W. w/CONT.CLEAT EACH SIDE OVER MTL FRAMING, oeeion ena 000snocuco aocomepte 3/4"F.R.T.PLYWOOD REFER TO FINISH T Ta./WALL 3-5/8"x206A.STL. c�, � 5. Meoa`iiae�oe�esafrememine mooeriy III. AFF + + +I I'-6"AFF STUDS s Ib"o.¢. 2-PIECE COUNTER FLASHING, or Merschmen Arcnneofs. Tne us m m EXTEND UNDER 51LL m 5• of this aesion Ina these oensrcwnm L L I CONT.2x FRT.NAILERS documents for perpoeee Cher then UPPER CANOPY SUPPORT, the.p.mne prsl.c�semen herein is PREF.AGM PANEL 4 ACCENTSevmnv oronmuee munosf espreesea I/2'F.R.T.PLYWOOD , I 1/2"F.R.T.PLYWOOD STEEL ROD W/CLEVIS mruron aonaem of raionesi crmop, F.R.T.PLYWOOD F.R.T.PLYWOOD BY VENDOR M8 ENDS 4 TURtE116KLE Aronueof. F,RT.PLYWOOD + OVER CEILING JOIS75 OVER CEILING tVATHER-RESISTANT BARRIER Q + OVER CEILING JOISTS Q JOISTS 4 Date Issue 5/8'FRT.PLYWOOD _ 5/5,F.R.T.PLYWOOD _ ® (REFER TO STRUCTURAL BLOCKING BLOCKING 2-LAYERS 5/4'F.R.T.PLYWOOD L71/05/2014 PERMIT 2' WOOD TRIM B.O.S. 5T�15�RUG B.0.5. STEEL STRIZTURE, STEEL STRUCTURE,REFER 5'fEEL STRUGTIIRE,REFER BY VEK70R#1 Ic AFF R }p-STRUCTURAL +10'-2'AFF r REFER TO STRUCTURAL O TO STRUCTURAL DRAWINGS TO STRUCTURAL DRMNIN65 2-V2'x206A.STL.STUDS s 24'o.c. O-I/14/2014 •FOR BID IN6._HE.I6HT m L GEI.LIN61 .16HT m L - ., m _ T/STOREFRONT F-ADHERING Ol/21/2014 ADDENDUM>fl +10,_o"AFF +10�-0'AFF _ --�,� ELEV.+10'-0"A.F� * a INS MEMBRANE \ 8A.5. W/ ®24"oa., _5/8'GYP.BD. 'BEAD _.5/8"GYP.BD. 5/a,GYP.BD. ELEV.d0'-I I/2'A.F.F. = PRE-FINISHED ALUMINUMIn 1/8'HAT CFiAMJEL VESTIBAE FRAMING, FERIMETER SEALANT, REFER TO SCHEDULE BOTH SIDES I n SEALANT BOTH SIDES VENDOR #6 ALUM.SOFFIT PANELS BY . 5„ ILJJ VENDOR>t5 W/HAT CHANNEL SUPPORTS, PRE-FINISHED ALUM.SOFFIT PANELS BY 4 I PRE-FNISHED ALUMINIM COLOR TO MATCH AGM PANELS VENDOR M8 w/HAT CHANNEL SUPPORTS, 2 S/4' I/2' CURTAIN-WALL SYSTEM, REFER TO SCHFDIILE CONT.2xb F.R.T.NAILER COLOR TO MATCH ACM PANELS PRE-FINISHED IN1M i. CURTAIN-WALL D1 DETAIL D2 DETAIL D3 DETAIL D4 DETAIL D5 DETAIL 1 v2•.r-0• 1 V2•-T-0• 1 1/z'.Y-0• 1 1/2'-T-0• 1 1/2%1`0• PAINT EXPOSED PORTION OF STL.BEAM TO MATCH SOFFIT 8" 5' ✓ 5/8 GYP.BOARD OVER 8' FACE OF BUILDING I \ 1-5/8"406A. METAL FRAMING•16"oa., PAINT A5 SCHEDULED �I +II'-6"AFF r... I I UPPER CANOPY SUPPORT (I�I WELDED TO STL.PLATE zp WELDED TO END OF 5TL. =1.... BEAM,REFER TO STRUCTURAL GMJJ REMOVED FOR Drawn By, JLD/MG DRAWING CLARITY I Project No.: 14141.00 I I BEARING PLATE, g�e�0FF1T- _ ._ TO STRUCTURAL +10'-O"AFF rn P 8 5/8"GYP.BD. _'T/5'HAT CHANNEL a.! SEALANT BOTH SIDES ° I'-5' F z PRE-FINISHED ALUMINUM m- ° CURTAIN-WALL SYSTEM, REFER TO SCHEDULE 02 - WmmEe D6 NOT USED D7 DETAIL D10 DETAIL 1 vz•_r-o' 1 v2•_r-o• w� - ^ \ Whim n C —eaGc D565 ADJACENT TENANT i \ C COtLST. M.IO) PARAPET PARAPET •. RY I IN6 - _REFER TO PLAN AND WALL TYPE FOR -• BELOW BELOW .• .• .•: .• '"C N• .• .•. .• .:' COUNTERFLASHiINb SET 4• INTERIOR WALL CONST w•` INTO RESLET HOLD —2. m C EXISTING WALL � N FLEXIBLE ROOF EWAN51ON JOINT- 1 SEALANT(TYP) SEALANT(TYP) EXPAND-0-FLA514 BY / (� C .JON%MANALLE Y `�+ C BATT INSULATION / N STEEL T1BE COLUMNS STEEL TUBE COLUMNS — Q w/ETL.STUD FRAMING b W/STL.STUD FRAMING, IN-FILL,REFER TO _ _ 4 MASONRY BUILDING C IN-FILL,REFER TO _SLOPED WD 5LK'6 _ STRUCTURAL v STRUCTURAL II II II II C SEISMIC COLORSEAL BY EM5EAL 0 CONSTRUCTION (PREFORMED,PRE-COMPRE55ED, I — SELF-EXPANDING,SEALANT SYSTEM •� WITH SILICONE FRE-COATED SURFACE �� C 4" Tr ---- HOLD ec if 5/8'6LA55-MAT THI 5/8 STEEL ENTRANCE "GLASS-MAT THI STEEL EN E i NIA _ WEATHER RESISTANT BARRIER FEATURE WEATHER RESISTANT BARMIER FEATURE 5T. ADJACENT TENANT i CONST M.1A) MASONRY VENEE w/TICS AT Ib'oa. TUBE STEEL AND MASONRY VENEE W/TIES AT Ib"oa CONCRETE I� HORIZ.1 VERTU, PER TO IELEVATIONS I SIGN MOUNTING HORIZ.4 VERT.,IRE.ER TOIg@/ATIONS PLATE; 9" V-2' 9' COORDINATE YU 9" 5'-2' 9' 2'1' VENDOR#6 EXPANSION JOINT EXPANSION JOINT D12I DETAL D13� DETAL D141 SIGN PIER DETAIL D151 SIGN PIER DETAIL N y c 9/4'.1'-0• 9/1•-Y-O' 3/4•.1'-0' HIGH 3/4•.Y-0' LOW W M 0C M 00 Ln d J CID CA z< LL W Z •TI BACK-UP I, VARIES SEALANT(TYP) 4'-O" , MASONRY VENEER W/MASONRY I, BACK-UP(GROUT SOLID),REFER TO ELEVATIONS MICHAEL CRISLIP 4"x8k16"SMOOTH-PACE A R C H I T E C T SINGLE-SCORED GM.V. Bk8'x16'SMOOTH-FACE 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 NOTE: REFER TO INTERIOR ELEVATIONS FOR C.ML,CUT TO FIT TEL (216) 223_3200 FAX (216) 223-3210 ANY ADDITIONAL FINISHES REQUIRED. (TYP.) _w.herechmenerchltectE.com C.M.U. VENEER ACCENT TYPICAL D19 1 CORNER DETAIL D201 PILASTER DETAIL STOREFRONT/ 1 1/2•-1.0' VESTIBULE DETAILS 3/4•-1'-0' A1®•® U D moo. 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MAIN UNISTRDTAT,T'-D"A.F.F ADJACENT TENANT 3 MOF DISTRIBUTION FEED INTERMEDIATE IDF DISTRIBUTION FEED mrz4se THIS PLAN IS BASED ON DSO FIXTURE 2-WAY PLAN DATED JULY 10, 2014 ® 4WY7822 AWAY ❑ EATU ARCHITECTURAL FEATURE PALLET Fi FIXTURE PLAN MICHAEL CRISLIP —FRAMs SCALE 3/B2`= I'-o" A R C H I T E C T Dl— 25001 EMERY ROAD,SUITE 400 FEATURE TABLE CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 DIIMP9IN FIXTURE NOTES wWW.Ner80hmanarCNItect8.com WALL CORNER ALL FIXTURIN6 SHOPN TO BE KW+A5ED BY 60.FROM VENDOR NI AND VENDOR 01 TO INSTALL NNLMS,NOTED O HERASEJ PROTECTOR FIXTURIN6 TO BE 1145TALLED BY 60.CONTRACTOR TO COORDINATE INSTALLATION OF FIXILFLN6 W MANIFACTURER'S SPECIFICATION5 AND REGOKAWATIONS,ALSO COORDINATE W DEC.ON SITE FIELD REPPIMSEWATNE AND VENDOR AR0141TEOTUTAL T.I.M.E PALLET ALL TRIM 5WM A 5AINBT SLATWALL 15 To FEE FUWAAEED AS FART OF THE VENDM I PAC Aff. FIXTURE PLANE �'1�10 zLm �I 1 2 3 D¢¢ipn ena con¢tremlon aop.mema ea Instruments of ,In l ere Alvan In eonileenee eA remeln the pr¢per. pf thi, men nd Ile.. The ee 16'I'-0° of i.I¢.t¢I ep these co uch,, Cocumente for purposes other then the apeela°protect nemee herein I¢ 24'-0' 43'-0' 40'-8' 48'-4" q0'-0" ¢triiiey prohmneaoiatnioneei crisuod grchltectpnsent Date Issue F 0Ti09/2014 PERMIT ® _-, 4 r ____ M11412014 •FOR BID I r 0-1/21/2014 •AMVOVM•1 h O O I OF II&HT5 DP..PLAYS IKB I Q r , � g ____ ] E io T Uf RI6HF UpRon (; ) MIRROR ` • IRROR MI iV n Drawn By: JLD/MG I D Project No.: 14141.00 PU LmIT ITY LL I li it w fa.M1IN6 PULL IMIi MID FIT oENfER FIXiLRES I I I ^ ------- — .° V � I anm u PULL 6RID5 m > C wewn`: RRDR ml m s UPRI51R5 I I A m Q z IL Cl I �o 00 ¢tgCD 0_J r Z Q n ZZO I C.) THIS PLAN IS BASED ON DSQ FIXTURE PLAN DATED JULY 10, 2014 PREMIER VENDOR #27) I� F1.1 FIXTU E PLAN , GENERAL NOTES MICHAEL CRISLIP I. ALL FUf10WN6%I"TO BE M)RCHASED B1'6.0.FROM VeOM•21 AND INSTALLS BY VMVM R. A R C H I T E C T 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (2161 223-3200 FAX (216) 223-3210 w ww.her schmana rc hitecta.c om PREMIER(VENDOR 827) FIXTURE PLAN A111 �~ ti Dealpn ena c-nst—tl,,ac-umentw 1. Inetrumenb of pervl-e are plven m--mlaenpe ana rem.ln me prPpery Z he.Kerachman Architects. The use nd pu the,,e m cothe,then e pn a po the'p"Ifl-pro ' sle- a eln Is etrlotl1 Prohlbltetl Ithout e ner-P'eeeee en sen n ri" t of MNOWCr1611p, Aroniteot,t. C01/0 Issue C � O'1/03/2014 PERMIT 01/14/2014 FOR BID CQ 01/21/2014 .ADDENDUM NI C 14'1" 8'-10 I/8" T-2" 15'-O" II'-0" " J e C C E4 AIIS AI 8 EI C AIIS C ; Eb EI Eb AIIS AIIS EI2 EI2 AIl.3 m E'1 1 m J C I AILS AIIS AIIS C = AI E15 EI4 v m EI9 AILS E13 AIIS J C Q Elo AS v � E4 AIISDD) J1 C C I C I E2 I AIIS Drawn By: JLD/MG p Q 1 Project No.: 14141.00 n r O J W ace9c =�mo° O-Vc - Cw '• Om=mj° W mmeo J W" m'01 •-c- 4 C E2 �R CAll.3 � V — — — — — I — — — C AIIS C E In cc m Eb E1 I All. C m All.9 AIIS AIIS (n JA jtj AIL9 cc�� C � O LU M E4 EI 00 C AI1.3 E3 AIIS C -2" —J t:0 C J - r Z LL LLj L# C - Q 3 PORTAL �� ��/1-% �� ��'�./����' �t U f—(D FP1 FLOOR PLAN SCALE 1/4—1'-0" 1 ( � ICHAEL A RC H I T E C T 25001 EMERY ROAD,SUITE 400 j:... 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M P BA.TRIM P BA.TRIM ® PAINT-BUCKRAM BINDING PC-7 BLACK FOREST GREEN G.G.TO PAINT ' 6.G.TO PAINT G.TO PAINT INTERIOR JAMB INTERIOR JAMB INTERIOR JAMB J a o EM PAINT-WHITE FLOUR p BLPLK ABOVE VALANCE P- ® PAINT-HARTFORD 056) ® PIONITE yP210 RURAL PINE TRIM PRE-FINISHED ABOVE VALANCE P-S4 TRIM PRE-FINISHED ABOVE VALANCE / TRIM NISHED / TRIM AND TRIM AND _ TRIM AND T.O.VALANCE - VALANCE BY TA.VALANCE VALANCE BY EL VALM'10E VALANCE BY Dealon ana pona#.pnpn app.mam. , LEV.II-O" VENDOR#1 �tB.EY.II-0" VENDOR#I as 1pmramenta pr.erma..r.elyen P-07 PAINT-CUSTOM BRICK Z ® RNA MAPLE(t0 MATCH A7.40 ELEV.II-0" VENDOR#, �' In eZ1d.t...nd rem.ln the properly ® PAINT-50FTYWRE ® EARTHEN TI'#LL TYPICAL' TYPICAL. TYPICAL. p1 Her..h...Architects. The u,, P 9f MIKE PAINT-COOL GRAY BELEV,10-0 E ® {}B V.�'E © BA.VALANCE__ __._ ® pr mie aeeian ana thee.Donau ttl T .10'-O" epo"theme mr purpose.other m.n G.G.TO PAINT STANDARDS the apemno proleat nem.a herein 1e © NIKE PAINT-SATIN BLACK © WHITE SQUALL INTERIOR JAMB SUPPLIED BY lnen opnaem or rmm�ael cHanp, amotly prohlaltea without e.preeeee ® PAINT-BLACK MA61G ® WOLF 60ROM;TUDOR CITY; BELOW VALANCE G.G. PAIN INSTALLED BY y r VENDOR#BY Archh.tit. bT IO PAINT INTER JAI B VENDOR#1 Date Issue P41 UA PAINT-NEBULOUS YMHTE INTERIOR JAMB BELO VAL E P_ F E CLIP BELOW VALANCE OR FORRAGE CLIP FOR RAGE CLIP O-I/OS/2014 PERMIT P44 UTIZILVER ® b"VINYL DOVE-BLACK p TELESCOPING TELESGOPINb TELESCOPING PAINT-ANONYMOUS POLES P111 POLES POLES MOUNTED P6112 FW 55 PAINT-AMAZING GRAY �-1 FIBER REINFORCED PANEL MOUNTED AT MOUNTED AT AT 52'A.F.F.52"A.F.F. 52"A.F.F. ( � P-114 55FW PAINT-GREEN BLACK Acpo�rx P'�"ta01tiM�°gym (WHERE (WHERE APPLICABLE) PAINT-CUSTOMAcpoarx(Apra elurm;caLolc«u'1 APPLICABLE) APPLICABLE) P-131 Ac•o/rx rAreacaaler#a upracoAL FIN.FLOOR FIN.FLOOR O PAINT-CUSTOM HUSKY ORANGE A PIN.FLOOR EE PAINT-J;M BRONN ® co#raa elwro,caaurlm Y ELEV.o'-o' KNOTE: REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL MNISHE5. 16'-8" IE BACK WALL ISb"HOLD®BACK WALL I THIN BRICK � MELAMINE-MITE IS'-O"HOLD•BACK WALL I5'-0'HOLD _8„ 2 9 NIKE APPAREL PORTAL UA APPAREL PORTAL ADIDAS APPAREL PORTAL E1 INTERIOR ELEVATION E2 INTERIOR ELEVATION E3 INTERIOR ELEVATION SCALE 1/4"=1'-0" (SCALE 1/4"=I'-o" WALE 1/4'=1'-0" • ELPV.Il A TO PORTIO TO EY.Ib TAL B.O.TRIMLl p P- . BA.TRIM _ S��BA.TRIM I _ - �.16'4" -ELEY. .G.TO PAINT INTERIOR JAMB - ABOVE VALANCE P _ I��� / PRE-FNNIIBHEO PRE15 TRIM AND AND VALANCE BY -- r RE-FiNI5HED TRIM IS �,,0. LA VALANCE BY T.O_VALANCE VENDOR#I,TYPICAL. TA.VALANCE VENDOR#TYPICAL. EV.11-v ELEV.11-0' VENDOR#I, _ TYPICAL. 14 B.O.VALANCE ® BA.VALANCE_ �.10'-O" - IBA.VALANCE STANDARDS P'ELEV.10'-O" V ELEV.IOb' - SUPPLIED BY -_ VENDOR#2T, r_ G .TO 1 AIN7 INSTALLED BY > -''- STANDARDS IN RIO JAMB VENDOR#I BRICK BY VENDOR '� - SUPPLIED BY VENDOR B LOW ANG p-aa STORAGE CLIP #I VENINSTALLED OR a ED BY FOR Drawn 8 JLD/MG p�4 TELESCOPING IB"W.x 12"H y: POLES MOUNTED MIRROR AND BRICK BY VENDOR Protect NO.: 14141.00 AT 52"A.F.F. FRAME BY #I WERE VENDOR#27 q A„APPLICABLE) -76 ff FIN. I H FLOOR - FIN.FLOOR FIN.FLOOR 14'-2"HOLD o BACK WALL ~ ` m'Dare APPAREL PORTAL APPAREL PORTAL APPAREL PORTAL NOTE: ALL PORTALS ARE FIXTURES E4 INTERIOR ELEVATION ES INTERIOR ELEVATION E7 INTERIOR ELEVATION a m o PROVIDED AND INSTALLED BY VENDOR 5`A`E I/4"`1'-0" WALE va 1'-0" SCALE 1/4"a 1'-0' o``E m= #1, G.C. TO PAINT PORTALS ONLY AS w e m o oe9�� DESIGNATED ON THESE ELEVATIONS. w r- FOR OVERALL PORTAL WIDTH AND _ HEIGHT, REFER TO THE F-�. �E1_EV,16TI0 *F1EV16'TIO" Y ELEV.16T AL �ELEV.16Tb" o 0 Jx=gym;- SBA.TRIM ® BA.TRIM B.O.TRIM ® BA.TRIM © g R'ELEV.16b' _ - .Ib'-O' _— Y ELEV.16'-O" THIS SHEET IS FOR BASIC PAINT REQUIREMENT REFERENCE ONLY. PRE-FINISHED TRIM AND .- PRE-FINISHED -� i PRE FINISHED _ VALANCE BY PRE-FINISHED TRIM AND - ,_ �i 1 TRIM AND - —... +.p� VALANCE AT.O.VALANCE VENDOR#I, T.O.VALANCE VALANCE BY TA.VALANCE VENDOR#I, T.O.VALANG_E T CLEV. I-0" TYPICAL. �ELEY. -0" _ ODOR# BLEV.11-v- _ TYPICAL. ELEV. -O" BY VENDOR VALANCE_ ® TYPICAL. '-'� #1,TYPICAL. -*5 0.V_I�E R-144 Y ELEV SR_I� '1�ELEV GR-144 0 6R-144 / BRICK BY BRICK BY \ BRICK BY \ BRICK BY / BRICK BY 0 #1 / VENDOR#I VENDOR#I \\ VENDOR#I \ VENDOR#I 1_ / VENDOR#I �R ODOR DOOR DOOR \ DOOR / 30"W.x 12"H. \ 50"W.x 12-H. \ MIRROR AND / - MIRROR AND \ FRAME BY FRAME BY /R \ VENDOR 021 / / \ VENDOR#21 7v IN FLOOR_ � '-— "AGGE551BLE"ROOM SI 1E _— EV.FLOORO' ' 'AGGE5518LE'ROOM 516NA6EyR A7 ACCESSIBLE FITTING 0■ ROOMS ONLY;REFER TO AT ROOMSS ONLY, M ISLE FITTING Li TACTILE SIGNA6E GUIDELINES LY;REFER TO ON ADAA FOR MOUNTING TACTILE 516NAGE GUIDELINES 0 LOCATION ON ADAA FOR MOUNTING LOCATION APPAREL PORTAL APPAREL PORTAL APPAREL PORTAL APPAREL PORTAL ES INTERIOR ELEVATION E9 INTERIOR ELEVATION E10 INTERIOR ELEVATION E11 INTERIOR ELEVATION (n _ -T5GALE 1/4"=I'-0" BGALE 1/4--I'-0" SCALE 1/4"•1'-0" SCALE 1/4".1'-0" O C7 DO DO Y� S.C.TO BONDO ALL INTERIOR MOF &.C.TO RONDO ALL INTERIOR MDF G.C.TO RONDO ALL INTERIOR MDF &C.TO BONDO ALL INTERIOR MDF LO WALL SEAMS TO ACCEPT PAINT. WALL SEAMS TO ACCEPT PAINT. WALL SEAMS TO ACCEPT PAINT. WALL SEAMS TO ACCEPT PAINT. a.J r __ _ J r �ELEV.I6TIO° ELEY.I6 TIO" �ELEY17`10" �ELEV.16TI0° z Q OLLw Z ® ® ® ® EN ISM T.O.TRIM 12° 12" 12" 12" T.O.TRIM �ELEV.9'-0' �ELEV.4'-0'- 12" 12" 12" 12" 94.- 12' 12' 12" 2° TO.TRIM �ELEV.9'-O'"- T CLEY.b'-6" _— _ -- _ ELEV.B b"---— -BY #I BY VENDOR al Bi'VENDOR al BY VENDOR al LOW al EY VENDOR al p THREE WAY MIRROR LID GRIP P-34 / 6R D 6R D B�Y M�ab BY VENDOR#I DOOR / a8- _ , BY VENDOR --r--I / BY VEND as )HOOKS ON A fi�rOR•B BY` �•B HANG BAR BY / WG_1 HANG BAR BY WG r THREE WAY MIRROR " _ WOOD BAR BY WG-I VENDOR#1 / VENDOR#1 BY VENDOR#I -°-� IT-K o #I BY VENDOR$8 4'-0" UPHOLSTERED ` UPHOLSTERED o p BENCH BY `\ o s'O" BENCH BY MICHAEL CRISLI P Y v __ ___� VENDOR#1 \ v - VENDOR#1 A R C H I T E C T Ir -�I I�--�I FIN FLOOR ----- ��FI,N FLOOR_ - dNN�LOOR __ �F�IN OR — LJ r---- 25001 EMERY ROAD,SUITE 400 ELEV.O'-0' T CLEV.O'-0' V Y CLEVELAND, OH 44128 B•OEgoB•90 6-3o TEL 12161 223-3200 FAX 1216) 223-3210 www,he rs chmanar chi t ects.com APPAREL PORTAL APPAREL PORTAL APPAREL PORTAL APPAREL PORTAL E12 INTERIOR ELEVATION E13 INTERIOR ELEVATION E14 INTERIOR ELEVATION E15 INTERIOR ELEVATION APPAREL PORTAL SCALE 1/4"-I'-O" SCALE 1/4"a Ib' SCALE 1/4'-1'-0" SCALE 1/4"a 1'-0" ELEVATIONS A11. 7�a w M _n r -- I N Daslon and eonatrvotlan doacment. e.In.,rvm al...v'...r.ol— In commence and ram.le tn.DraVerty ALL SHELVING/ VALANCES SHOWN ON THIS .—n,d."n .t..ota. Tna".a of tin•deep.end p...o"In.,thl.n eoc"menro mr cureocae inner men me eeaclec welam named Hamm Is SHEET ARE FOR REFERENCE ONLY; SHELVES •vrlmtlnern munet a owr tn o11 el receedd Fmnite"t, ARE PURCHASED BY G.C. FROM VENDOR #1 Data Iaeue AND INSTALLED BY VENDOR #1; ALL 01/05/2O14 PERMIT BLOCKING TO BE INSTALLED BY G.C. Is Is Is Is Drawn By: JLDMiC Project No.: 14141.00 0 aH• ro^ _ Iwar .•_ w-ew" T.O.GROWN r O.GROWN m w o`„r e o=" W.o=�-a r c o ,�T.O.GROWN GROWN MOLDING T.O.GROWN GROWN MOLDING "y ELEV.Ib'-0" ELEV.I� :• ." LIFT AND DROP w E=a FRAME BY m VENDOR%0 - O o�- w�p a� T.O.SHELF / 1 I T.Op / I ELEV.II'_9" W53 I �� W53 0 d B.O.SHELF b8.O.SHELF r®R1 V SLATWALL RAIL ON P-0 3/4" SLATYIAL.L BRACKET, TYP OF 2 _. 2'-2" I'-1 1/4" SHELF ON r A EOE SHE,I P TF-.LO SHELF„ SBRAGKET ELEV.IA O 3DO T-0 FLUORESCENT V LIGHT FIXTURES-3'AND 4'IN LENSTH I Y II BY VENDOR 5 Q�Ep E66CRATE d J r DIFFUSER .�BA.SHELF ABA.SHELF VENDOR% BE D TRIM Z SCENT 'AD4'I OR CZ ILL.W T-0 FLUORESCENT Z f�r LIGHT FIXTURES- N LENGTH BYVEND 11�Y E66ATE cV t U F-� GR PAINT GYP WHITE ON BACK FINISH FLOOR FINISH FLOOR MALL BEHIND SHELF(P-10J 5LATWALL BY VENDOR%I REFER TO BLOCKING DETAILS 11.4 ON SHEET RGFFJ9 TO BLOCKING DETAILS i7.4 ON SHEET REFER TO BLOCKING DETAILS i1-4 ON SHEET RFFHi TO BLOCKING DETAILS i1-4 ON SHEET AL2 FOR ADDITIONAL BLOCKING REOUREMENTS. A22 FOR ADDITIONAL BLOCKING REOUi1EI ENT& I NA AL2 FOR ADDITIONAL BLOCKING REOUREMENTS. A2.2 FOR ADDITIONAL BLOCKING REQUIREMENTS. GOLF PUTTERS NIKE FOCAL WS11 NOT USED NO SECTION @ GUNWALL WS3 SECTION @ GOLF WS51 WALL SECTION WSO SECTION @ GOLF WS71 WALL SECTION D• m 1 V2•.T- 1 V2a.TD'- 1 V2'.T-D• SCALE 3/4"=1'-0" 1 U2•.T r SCALE 9/4"• 1,-O" MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44126 TEL (2161 223-3200 FAX (216) 223-321C www.h e r schmene r chltec t s.c om VALANCE/SHELF SECTIONS Q Q ., 50'-0"MAX tSYPSUM W.CONTROL JOINT SPACING ❑❑❑ z=a w qua ' Dea,pn entl pmnetruptlpn tlmpvmente TA.WOOD TRIM TRIM ee Instrument.ai•ervlae ere given ELEV.19'-0 9/4 In conutlenm entl remem the prmoarly pi Herephmen arphltemte. Th. NI ~I ~ ml thle tlaelpn eo rposeemmthe,then ❑❑❑ he tly ptolecl nemetl here,,la 6 K tloo"meme for ELEV.18'-0" P-12 thelitil Sei prohmnel uhom eeor."1. BA.WOOD TRIM CLEA NI I� DEGIC TO.PAINT BTRIPEh em of M,ohee,cr,e„p. .... ......:..:"... .., ..7 .: wrote,none "':'.^::..:'. :•,::••:: arcmlect. y ..,,":.. •:`^�.:: ' AI25 FOR � ELEV 15 O V03/2014 PERMIT GONT1NlAT10N , :- .LL . ,'.. KEYPLAN a e Issue B.O.PAINT STRIPE. � O p P-13TO.LOZIER P 131 : -x . DO 4 FRA v FOR GONTIWATION — J_ e I I . I A �n DOOR HIARDY4ARE TO / ' �%•� — I \ 56HEDULF SHEET A5.0 I € / J / OI FINISH FLOOR .�FINI_SH FLOOR_ -_ _— ELE�.O'-O" 7/0" FIXTURE LENbhi Y ELEV.Ob" F1 COZIER FIXTURE BY NO GYP.BD. _._ Ir_..._ _ _ �.,— I'-4 7✓0"--`: TEAM SPORTS VENDOR al BEHIND COZIER H ' r eT v�IDOR al of AP'TO e NDOR azT 6"bYP.SO.STARTS PANS f1YP7 (T'rP.TFIROp6HOUT) DUPLEX OUTLET - El INTERIOR ELEVATION PA IB"AP'TO CENTER SCALE I/4"•I'-O' 6"bYP,W.START3 I I le C 90b'MAX 6YP511M BD.CONTROL JOINT 5PAGIN6 9 '-0"MAX GYPSUM BD.CONTROL JOINT 5PAGIN6 INTERIOR FINISH SCHEDULE © PAINT-BUCKRAM BINDING � BLACK FOREST 6REEN _... ........ _.... ...._. � PAINT-WHITE FLOUR ® SEDE MACK © PAINT-HARTFORD 0%)6RMN � PIONITE WP210 RURAL PINE _ — Drawn By: JLD/MG 20'-5 3/0"TO CENTERLINE OF GRAPHIC, AL16N PAINT BREAK LLIA ISLE R61 PAINT-CUSTOM BRICK 2 ® NINA MAPLE(TO HATCH Y0 40 , _..... .. .. — — T.O.PAIM STRIPE GRAPHIC FRAME " -—N WITH EDGE OF ® FAINT-50PfWARE ® EARhffN TYBLL Project No.: 14141.00 ELEV.16'-O TP II7E 0 O" ® NIKE PAINT-COOL MAY _.! ,.. BA.PAINT STRIF£ •' r •;® ..,',;, ® NIKE PAINT-SATIN BLACK ® WHITE SQUALL to d J �EV. I5I CAMPING IN LI 4 © O _;S ® _ o ' dam ' P-I 2 --1 UA PAINT-NEBULOUS WHITE 0° PAINT BREAK CROP FRA�E BY VENOM FTM PAINT RID FRP-1 ELEV ..... .. ................^. .....,... ....... .......... 55FW PANT Flk�w++'wvINFORGE PANEL .7�'� :, 1 :S•s» TA.COZIER ELEV.10-0' r• .. 0 BA.GYP.BD _ cam eepe _ .:: P-IBI 55F CS] _ .. :, W PAINT GREEN BLACK o a V" COZIER FIXTURE BY I i'. P-I59 PAINT'-CUSTOM H1SKY ORANGE W P N' O°o o w .. .. ... .. .. 'r .:' VENDOR al .. .. - E :' I': .. .. I•NII$haca.aq _ PANEL ::: ....._:....... .'.'..'. ..........' .... ..,, ...... ......... ... .......... .. ..:.. .. ..: .: , .. .. .. I P-Bf PAINT JUTE GROWN ® n�rmscm 4•wPa ry �i P f cxyueroN. f EI - - •1 ',: L: ::I; i ® THIN BRICK MELAMINE NO GYP.BD. I '1 :I:: ::I: :: :: ::: [ E :.. NOIE: REFER TO ROOM FINISH SCLffiDULE FOR ADDITIONAL FINISHES. _ w BEHIND LOZIER lli ili !I _ - _.__ fIYP.TkIROUGHOUT) :!i ..I'',i ai .,,.!! 'i ii II tl .... .... .. . . I R E a P E =.11, ... ..., LL I »mm0 �FINISH_FLOOR EV wpm b"GYP.BD.STARTS LOZIER FIXTURE BY in VENDOR a1 BACK PANEL(TYPJ TEAM SPORTS P 94 » - r T1F E2 1 INTERIOR ELEVATION q"1 -r _ N SCALE 1/4"•1'-0' -41 I I 6a __. 0 V II Z L I I I 1, I 11I I _ � a C7 FIXTURE REFER TO SHEET Al2.1 �, € -"� 4 W co 00 a21 FOR fANTINJA710N I 1 � �— 3 O - f 1IIIII III IIN, Z CC J z PAP 33DII�I 1 "� I� f fI,1 i i, 1 L_ .. J TEAM SPORTS IIII !E�,I I Hill I I I i III I 1 1!I 1 !!I I f�`�!N. 0 F-U) E3 INTERIOR ELEVATION i rll SCALE I\^ IIIII I I I IIIII' I I IIII! ! � I IIIII I I Illf I I � � 7 r 1 till L I sl � A� I �IIIII III I I 1 11 !IIII IIII I �L2 }i L- 1 - 1 MICHAEL CRISLIP I GRAPHIC TO BE CENTERED oN �:__�'1 1=. =-- J L_- JI J L_ .._I l_ r A R C H I T E C T CENTERLINE OF AISLE 64'-0" -1 Y 25001 EMERY ROAD,SUITE 400 FIXTURE LENGTH -T Y CLEVELAND, OH 44128 FAX (2161 223 32110 -T— —� __.._ —. _. _._ ..-1 www.herschmanarchitects.com TEAM SPORTS A PLAN,ELEVATIONS AND TEAM SPORTS /�DETAILS FP1 I FLOOR PLAN �i 12.0 SCALE 1/4"•1'-0' S 6 O ® SO'-O'MAX 6YFSUM BD.CONTROL JOINT SFAGIN6,TYR O INTERIOR FINISH SCHEDULE ,F,,,,®,I„_ ® PAINT-BUCKRAM BINDING FK__2111 EL.ACK FOREST GREEN ow.w b C77 P-10 PAINT-WHITE FLOUR L-4 `SLIDE BLACK 20'-5 5/5"MTO CENTERLINE OF 6RAFHIG ® PAINT-HARTFORD(D56) ® PIGNITE WP210 RURAL PINE ❑❑❑ 'a a F M AL16N PAINT BREAK cpF ISLE 1 Pei PAINT-OUSTOM BRIOK 2 PL-51 NINA MAPLE(TO MATCH YD 4V r TA.PAINT STRIPE Y41TH6RA E I OEOFFRAME B'O' F-0R FAINT-SOFTWARE ® EARTHB+TWILL b IILll ------ a Ft 16'-0° PO DECK P011 ® NIKE PAINT-COOL GRAY ," "s or se ice Ivn ,:.:: C� -.,':,: .-:. .: _p_34 P34 I� © o"nranmellctsn sTnoPe es ei en s B.O.PAINT STRIPE F"� HIKE PAINT-SATIN BLACK WHITE SQUALL 1L��� o,x��somma ELEV.ISb' © FAINT-BLACK MA61C ® WOLF 60RDON;NDOR CITY;F IJ aoo m of:�o.nuroo es Omer men v., P-19I CAMPING IN LIFT AND4 P133 Pil UA PAINT-N�IILOUS WHITE u m•sa•=�=nrcl ath• n,,.Ps sv mlr Cron n t•a.mom•sw•ssm DVENDOR .D P 133 P-133 F44 ® 6"VINYL COVE-BLACK ❑❑ aretn am t rnicn=ci cr en cone ai user PAINT-ANONYMOUS Date Issue T.O.IAZIER 55FW PAINT-AMAZING 6RAY ® FIBER REINFORCED PANEL _ 07/05/2014 PERMIT — —...... _ ——�...... .....�.—m ————. -— - _ _ KMWfNP GgaW�49 mRBt ELEV��f --- ---- __ P-3FAINT_ ® ,�YA6WNGdaBt• cga14 W9 Y FW PAINT 6RffN BLACK P-B9 PAINT-CUSTOM HUSKY ORANGE icvars P " Oi� K E Y P`w A N € -_- PAINT-J)TE BROWN - ® ® THIN�IGK ® MELAMINE-WHITE N.Q'l',F_REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL FINISHES. I I I • ._.. FINISH FLOOR ... .... ... ....... .:.. .. .:: ... h __FLO_ x P E�LEV COZIER FIXTURE BY �6�.�. VENDOR•1 BE14IND LOZIER x BA(�EANB.") (TYP.THROL&HOUr) P44 B O El INTERIOR ELEVATION 3 SCALE 1/4'•Ib" 01NI�SH_GLb FINISH CL6 C J. C V ELEV V-8.-0" hT P-O LELLE 6NT-OSTRIPE 70 DEC TO 12 1� TO x P-113 BY VENDOR N P-I12�K PAINT STRIPE -"' P-S4 ..(<- _ - P 34- ELEV.15_O - BY VENDOR•B PRE-FINISHED ! LF/EL F-7HISR CLEAR ANODIZED OPEN ABOVE COZIER ALUM.DOOR#FRAME -- (PAINT P-10) '-- _ �FIN� --___ I \\\ hPINISH p'L�IR_ �EV{O-0OR- ril • (2)BOW RACKS BY VENDOR#1 L— ——— ——————————————————— _—— -—J ELEVATION I B-5D ELEVATION 2 6�5D ATTACHED TO SLATWALL. ° T LOZIER T0.LOZIER - .10 .10'-0' T .DOOR HD ALUM.DOOR 4 FRAME 1 I q_2" FIN15H Gb _ FIN15H GL6 _ z1 CORNER FILL $REV-B o F_1D -B' PRE-FINISHED \\ I I P44 II 2'TRIM Drewn By: JLD/MG \ yl COZIER FIXTURE BY \ 9'I CLEAR ANODIZED 14f LODGE FIXTI.RINb BY VENDOR I VENDOR»I I I \ BY vB1DOR I ALUM.DOOR 4 FRAME •1. REFER TO HOLD BACK PANS(TYPJ V F4a \ Project No.: 14141.00 DIMENSIONS ON PLAN FOR \ I •i A 4'-O' °} / FIXTURING REQUIREMENTS. BASE CABINET ..III ZI FIXTURE BY NDOR>el P44 / BOW SCALE \/ B© Ni - I 1 COZIER CORNER I I / -u�j \ 1 I I FILL 81'VENDOR•I I I IIS ..II I /® L _ 0=r FINISH FLOOR 120 FINISH FLOOR - _ __ FINISH FLOOR FINISH FLOOR E�Ev'o'-o" •0'. �.0-0. ELEVATION 3 a5D ��o`o" ELEVATION 4 BAD R31 DR FRAMEBASE FILLER w n Y m 01'VENDOR h PROVIDE 2x4 WOOD BLOCKING <<•`e a LODGE LODDE WORK SHOP 122 AT 1'-0"AND 4'-0"A.F.F.WITH ^a•' E2 INTERIOR ELEVATION E3 I INTERIOR ELEVATION E4 INTERIOR ELEVATIONS EYESBC HOOK AND CHAIN LINK TO o 4 a E o. SCALE I/4'•I'-0' SCALE I/4'=I'-O' SECURES 2 TANKS SCALE 1/4" 1'-0" BLOCKING 70 BE SURFACE 6 Ib.DENSITY FOAM RARNISFED AND MOUNTED TO GYP.,PAINTED P-10. -._ _ _ ICK ENTIRE 5URFAGE OF BACK - - _ t _ INSTALLEDLAYERSL _BY VENDOR•I,(4) C t � �' �\ \ �'� \���iV 'i FINISH GLb _ FINISH GL6 _ _ _ REFER TO SHttT .eb-0' -B'-o• E``_'a - -; I i - AI2]FOR GONT1wATION III >w" ML-I PANELS w a••Q o PRE-FINISFED B.VENDOR#1 CLEAR ANODIZED ALUM.DOOR 4 \ s- N PRE-FABRICATED FRAME e a° f ARCHERY TARGET III \ ! FURNISIffD AND INSTALLED BY III �`- VENDOR 01 4 I I I I w 3 F m m-<ao: � v IIII a d. FINISH FLOOR_ FINISH FLOOR r — $ 'o-o" ELEVATION I ' ELEVATION 2 NOTE,INSTALL WHITE PLASTIC CAPS OVER EVERY 650 ' ! ry - -- FA5'fENERS a EACH MELAMINE PANEL(ML-U -r .--_---. - - r '� •----------------_.. _ - i., FINISH CL6 _ FINISH GLb - `�""� 1 12 O' L I r�i f^ -- T�LEV.8'-O' P-lo T IJ-CV.B.-O. _. _ � n'-6 �-1 PArrEls IIII _ — 4 GRAPHIC •1 PRE-FABRICATED `t TYPICAL IIII ARCHERY TARGET A•Q WORKSHOP ( 13 BOW HUNTER GRAPHIC FURNISHED AND v FRAME BY VENDOR MI DII !III INSTALLED BY SLATYI4LI,_— _... 1 ___________________ -_: ,�'' 6RAPHIG BY VENDOR•B VENDOR•1 I PROVIDEIy BY ! r�Ir- - - — — r LEVEL 5 FINISH REQUIRED IIII VENDOR W-5 1/4"I �— _ - -- 4 �M 1 E ` .� I II II 6 Ib.DENSITY MINI-SH FLOOR ,`FINISH FLOOR_ Y ELEV.O'-O" - V ELEV. 7 FOAM�0�'/1� ELEVATION 4 NOTE:INSTALL WHITE PLASTIC GAPS OVER EVERY gyp AND I�^TALLED By ELEVATION B B90 FASTENERS B EACH MELAMINE PANEL 011--U�...` E4 E4/A — g 1 r 1� VENDOR•1'(4) ARCHERY RANGE 120 PROVIDE 2sc4 p LAYERS 51TMR"� I TE IOR E AWOOD BL EKING \.- p j J OF BACK WALL I� _ �I ~ _ _ _- LE 4'-O"A.F.F.WITH / - II III II _- _ .-_ \LSCALE'1/4"=P-O" EYE HOOK AND _ ___ I --- CHAIN LINK TO B'-9 (� SECURE CA 2 I gq II TANKS - �./' (1 ( �� \ I IL RCHERY '�'"(" LL g rn t N 1 120 iI G IRED I - c (SEES -L I • o B-EG IGAU _ (n '71/4 9'-0" EI J ,i1 - R9 II• 10 c o I I .,_., - r�., c= Iil (-. 1 _ � 1_I � I III ! 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Ji. . co GRAPHIC O.GRAPHIC I 8A.P_AINT STRIPE —— M104 t'%TENT OF LEVEL 5 FINI ® P-94 ® I� i 15,-0,: _— --ac --- -�- (PMNTPIO) r -- ----------17. cam- O O ® ® C L OF WAYFINDING VERTICAL PAIN I BLEv.-Ir-O„ - BREAK FA.SIDEI \ BA.MURAL/_LEV 5 FIN PROVID®AND: O �►T.O.L_OZIER ELEV B'-0B'-0" i y ELEV 10,-0„ - -- -- ----- /--- ---- ----- --- - -- --- 1 .. - .INSTALLED BY ---- --- - ---- - - �•R� I —I V M.:. 1 FRAME \ / BA.GYP.BD72'. \ ) I ILppOaZZ�IIER CORNER FILL "> LL LOZZI FIXTURE BY \nl I T /VENDOR*I I r 50 ID BATAC PANEL hYP) �. I I O «I NO I / \ BD.BEHIND LOZCT / MM.THROUGHOUT) \ T FINI5H FLOELEV OR _O'_O" - VENDOR N27 PROVIDED e-so LOCKBR FIXTURES NO GYP.OR PHo b"GYP.BD.STARTS BUILT-UP COVE BASE VERTICAL RAILS' b'GYP,BD.STARTS PROVIDED BY VENDOR«]i CEMENT BD. M (INSTALLED BY VENDOR NI) SUPPLIED BY VENDOR LOZIR5EHI�LOZRIr b"GYP.BD.STARTS 00 COORDINATE B-90 BASE •27 AND INSTALLED BY FOOTWEAR REAR WALL INSTALLATION WITH VENDORS VENDOR«I Q FIXTURES AND BASE TO ENSURE - E1 INTERIOR ELEVATION THERE ARE NO SAPS. SCALE 1/4".I'-0" Ln 3 3 0_1 0QW w w z Ir cai3U) 12 T.O.PAINT STRIPE 7A.PAINT STRIPE T,e n�� I2 ELEV.IG'-0' +ELEV. ® 8.0.PAINT STRI *BO.PAINT STRIPE ' ELEV 15 O" V ELEV-I9-O _ {I . . , .. I� OPEN ABOVE LOZIBR .' ..''.. :. .. OPEN ABOVE LOZIER 1 I _ TA.LOZIER TA.LAZIER I . — 'i BA_bYR W. DA.GYP.BD. 1� I ELEV.9'-9 I/2' �ELEV.T-9 V2" I: MICHAEL CRISLIP LOVER FIXTURE ARCH I T E C T I LOZIER FIXTURE BY ENDCAP BY VENDOR«I I.: BACK PAWL('fYPJ VENDOR FIXTURE BY � VENDOR«1 25001 EMERY ROAD,SUITE 400 LOZIE « CLEVELAND, OH 44128 71 I'i B 4 «I VENDPL(TYPJ GRAPHICS TBD BY VENDOR#6 TEL (215) 223-3200 BD GYP.BEHIND LOVERRCEMENT NO GYP.OR CEMENT FAX (lain 223-3210 ts com I' ., ! 'THROUGHOUT) BD.BEHIND LOZIER www.harachmenarchitecta,com _ !;. (TYP.THROUGHOUT) -- ILL - FINISH FLOOR FINISH F - - FINISH FLOOR FOOTWEAR PLAN AND FOOTWEAR ELEV.O'-O" -O'-0�-— �-O'-0' ELEVATIONS „ FOOTWEAR FOOTWEAR 66 E2 INTERIOR ELEVATION YP.BD.STARTS E8 INTERIOR ELEVATION E4 INTERIOR ELEVATION SCALE I/a",I'-0" SCALE I/4".I'-0" SCALE I/4'.I'-0° Bat; o ip �u< Wo yaa Dsslpn and p n.trsotlon acocmente ..'netmn—.1 eervica are.1— DASHED LINES M oomla.nce ana r.m.m me propene REPRESENT FIXTURES pt rrerschmen Arp 1—ts The.e SUPPLIED BY VENDOR III If tnle aeslon and roe......t—tim AND INSTALLED BY aoo.m•nts for owpossa other than the ep 01,oro]ect nametl herein le VENDOR•1 THAT REQUIRE I 2 x b IN-WALL BLOCKING 't"."preMmua wnhout e.preesea r....n.o eent of Mlohe•I Criellp, BLOCKING I BETWEEN STUDS nrahuect�n Date Issue 01/05/2014•FEWIT II • 1.T-10"A.F.R. �— — C/L� - _ n 6'-II"A.F.F. qr G/L BLK'G ar at 4'-I"A.F.F. G l BLK'G � II II I 2 x b IN-WALL BLOCKING BETWEEN STUDS i,I'-5"A.F.F. v G/L BLK'6 --TF --7F- O'-4"A.R.F. 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Q Q F.R.T.BLOCKING GAVE BASE AND MICHAEL CRISLI P BY CONTRACTOR BLOCKING (REFER TO A2.2 PROVIDED BY �oo� FOR DETAILS). VENDOR•2T, A R C H I T E C T INSTALLED BY F.R.T.BLOCKING Q VENDOR MI n BY GONrRAGTOR 25001 EMERY ROAD,SUITE 400 28 CLEV 24"TALL,10 GAUGE STAINLESS STEEL �f (REFER TO TE L EL(2 61 223-32OH ,00 CORNER GUARDS,BOLTED TO FLOOR ELEVATION FOR FAX 12�61 223-3210 PER MFR'S SPECIFICATIONS. MFR BY DETAILS). www.he rs chmen er chi tec ts.com BOSTON RETAIL(1-500-225-1655), O'-O"AFF A.F.F. PART NO.55CP-24 V FINISH FLOOR FINISH FLOOR CORNER GUARD FOOTWEAR AT LOZIER FOOTWEAR RUNNING FOCAL WALL FOOTWEAR MMONB AM D9 ALT. DETAIL WSi I WALL SECTION WS2 WALL SECTION DETALS SCALE 0"= 1'-o" SCALE 5/4"-1'-0" 1 SCALE 5/4"•1'-0" vyu, 1 '1 1/4" 3 4 '.<jr =a S o it c�a F V INTERIOR FINISH SCHEDULE ® BUCKRAM BIND PL-2 BLACK FORESTee Ilnairamd o of.er.ioe.ro dive, - _ PAINT- IN6 >< Q -- ® PAINT m nano.end remem roe ropeny ci i ! 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REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL FINISHES. K E Y P L A N AND ELEVATIONS AM �Um = ZIrn INTERIOR FINISH SCHEDULE t D.sIBp pppatraptipp apmmmapt. namm na remain the w petty ® PAINT-BL'GCFtAM BINDING PL-2 BLACK FOREST GREEN t I 9149.1 —N2 es Inmfumenta of of Ipe r Blren F N15H TO DEGC p_IO I $9 $$ of t.dIm¢n Architect¢. The ua¢ 0 PAINT-WHHTE FLOUR ® `'��� I $S TO DECK pi tole aeaBn.m meae oonavwuon sine°mama ror proposes inner men Ari4 AM pL-SI apecum protect nemea hereln le the kI elflmly prmhibitea without expfea¢e0 PAINT-HARTFORD(D56) ® P 2 O FINE t - wmtan consent mi Micheel Crislip, P-67 PAINT-CUSTOM BRICK 2 ® NINA MAPLE(TO MATCH WD-4U TD.GROWN__ t TD.WOOD TRIM TD.GROWN__ �ELEV. ELEV.I6'-0' �ELEV.Ib'-0' P-k4 PAINT-SOFMARE ® EAOO r11LL - nrohh¢ct. ® NIKE PAINT-CODE&RAY R Date Issue ® NIKE PAINT-SATIN BLACK WCrI WHITE SQUALL kl kl OT/OS/2O14 PERMIT P 94 © PAINT-BLACK MA610 NO WOLF 60RDON;TUDOR CITY;F4X • P-9I uA PAINT-NEBULOus WHITE BA.WOOD TRIM P-114 � ELEV.10'-0' P-114 BD.WOOD TRIM A.WOOD 5HB-P P114 ® 6"VINYL COVE-WICK ELEV.1O'-O'_— IS".10'0' —— I'1� PAINT-ANONYMOIY RMMH OPENING • P-10) 55FA PAINT-AMAZING 6RAY W-_ll FIBER REINFORCED PANEL —_- P-II4 55PA PAINT-6REEN BLACK P•191 06.2 oy5191•RAT _ �� P yalbrra copeselum,cocnlc sqq FRAME ® PAINT-CUSTOM HUSKY ORANGE ®V �croyt,t P,wp,.,caok,wm avacoK _ -..__- P7Y PAINT-irrE BROWN ® ¢BMm;cBlnwelaB TD.WOOD TRIM _-- _ / PL-5 M ® THIN BRICK ML-I MELAMINE-MITE NOTE, REFER TO ROOM FIN154 SCHEDULE FOR ADDITIONAL FINISHES. / OIB ELEV.O�'4R' FEN. OR LEV.O01-01 "EXIT"5I6N;REFER TO EV 00'4 BASE DOOR HARDWARE BY VENDOR kl BY VENDOR#1 SCHEDULE SHEET A5.0 Y VENDOR kl GOLF PRO-SHOP GOLF PRO-SHOP GOLF PRO-SHOP E7 INTERIOR ELEVATION E8 INTERIOR ELEVATION E9 ( INTERIOR ELEVATION SGALE 1/4"= 1'-0" SCALE 1/4,,=I'-O° SGALE 1/4''= 1'-0" REFER TO BLOCKING DETAILS #1-4 ON SHEET REFER TO BLOCKING DETAILS #1-4 ON SHEET QA2.2 FOR ALL BLOCKING REQUIREMENTS. A2.2 FOR ALL BLOCKING REQUIREMENTS. I • 2 TO DECK Drawn By: JLD/MG P-O P-10 An4 Project No.: 14141.00 TA.WOOD TRIM _ ELEV.1W-O' u'o'om+u PL-51 kl 4 e_m ® Av.4e PAJlEL I 4'_O" 4'-0�� 4'-0n 4'_0" F.D. O. 4�-0e 4'-0. ,}'-0�� PL-51 BY VENDOR R NET M7IMTIN6 HT. P-114 EV.II'-6 I - P rn v n m o m A.WOOD 5FELF NET MOUNT NO 6R- GOIDORLF M1RN_ -I •I m o —-—T HE16HT-COORD. a ELEV.10-0' FLAT PANS W/VENDOR k1 MOON D DIRECTLY T p 0 6 m E m a w ma o` n MELA NE HALL m m oPIi _ _ w m o r / \ COZIER FIXTURE BY / \ `X VENDOR kI FIN. FIN. ELEV.O'-0ELEV.CO ER FIXTURE BY ELEVATION I ELEVATION 2 ZI e-SO B-SO VENDOR kl BALK PAIFL hYP) GOLF PRO-SHOP BY VENDOR kI I E10 INTERIOR ELEVATION SGALE I/4"= I'-O" V/ REFER TO BLOCKING DETAILS #1-4 ON SHEET jll Q A2.2 FOR ALL BLOCKING REQUIREMENTS. II I P-lo II DIFFI9ER P-O I I I I II I I I F.D. 4'-0" 4b" I'-O" 4'-0" 4'-0" 41-0" 4'-0" E NE7 MOUNTING H. PANELS O ELEV. j NET MOUNTIUNTI NG NDOR M TRIM k1 W/1VENDOR 01 RO k 4 AF.F. — — RA.'-O'Ig16HT� I TV 0 MINI 6R*lF MININUM AND POLE \ / c4 TOT A V, PF Din AND T :WALLED / \ y('7 I TALLER / \ W M / \ 3 OD / PIN.FLOOR / \ ELEV.O'-0"- 69O ELEVATION 5 ggp ELEVATION 4 to FITTING CENTER d J E11 INTERIOR ELEVATION Z Q SGALE I/4"•1'-O" O LL LU Z Ir UF-W I� MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEV ELAND, OH 4412e TEL 12161 223-3200 FAX 12161 223-3210 www.herschmanarchitects.com GOLF PRO-SHOP ELEVATIONS Al2®4a wUP y 2rm rcO 2 �¢a M 'a Dealpn enC o natrcptlon oocumenu e[Inetmmente'f aervlce ere pion In ConllEenCe end remeln the properly of Heraohmen Arphlt.. The us DI iMe DeelI ene 11. coneimopoo the sp cta for perpocea other then the epociilc t nemee herein Is .'It ly prphibit.d eltep without eaprecee0 Frchltac�ons en1 of Mloheel Glelip, Date Issue 07/05/2014 PERMIT Is Drawn By: ILv/MC Project No.: 14141.00 w g 0= 5/8"GYP.BD. `. s e . SHELF eEe FIXTURE BY VENDOR 41; �g` REFER TO A22 FOR o . IN-WALL - BLOGKIN 16--r—� - - � 1 owoac�o ---------------------- FLAT PANEL BY - - VENDOR MI LL s:2-- 6"METAL STUDS77 AS REQUIRED v RO�u6H oPENIN�6 WOOD CASED OPENING BY ELEV•9' �/� VENDOR#1 VJ /4 5/4 O NOH TEE; GOLF-SHOP O ALL PUTTING CUPS AND FLAGS ARE /R D4 HEAD SECTION PROVIDED BY SOUTHI"EST GREENS AND v 5GALE 1-1/2"= 1'-0" INSTALLED BY VENDOR•5. FLOOR SLAB TO BE CORE DRILLED FOR CUP INSTALLATION. COORDINATE WITH U /R 5/8"6YP.BD. VENDOR N5 FOR ACTUAL 51ZE OF CUP v TO BE INSTALLED. . G-I FIELD CARPET.REFER TO ' 6"METAL STUDS DRAWING A5A FOR r AS REQUIRED SPECIFICATION y PUTTING G-5 LL C-2 GREENS,MN42/ S PRO-TURF4200 .. .. G-B FIA71N6 GREEN FRINGE- A WOOD CASED OFENIN6 BY SOUTHWEST GREENS FL-55/ LL VENDOR#1 i i FRIN6ELON � N,^ piI rl i i D4 m O W Cr) Cl) CO HITTING GREEN CUP LOCATION CENTER THICKENED SLAB ON CUP ry G-2 a LL �/4 i 5/4 LOCATIONS(TYP) «1333 N 4 I I In Q(n(D WOOD CASED OPENING BY Q " d J VENDOR•I �k FLAT PANEL BY 12"x 12'THICKENED ILLI VENDOR#I - CONCRETE PAD(BELOW CUP) L J I'-I I/2" 2'-B 1/5" 6'-4 1/8" O Z PLAN 6"METAL STUDS I __ it__, Q�O AS REQUIRED FLAG AND CUP BY D3 V C0 COZIER I i II SOUTHWEST GREENS FIXTURE BY CORE DRILLED HOLE FOR HUTTING GUP VENDOR>tl � II PVG SLEEVE WITH END GAP HITTING GREEN-SOUTHWEST - ° SEALED AS TO MAKE IT GREENS MN42/PRO4200 d WATER PROOF.VERIFY GORE 4200 D DRILL SIZE WITH SOUTHNEST ' ° GREENS. $FIN15H FLOOR FLAT PANEL BY Ll VENDOR AI — _. —- -aQ 5 4 a Y wooD TRIM BY MICHAEL CRISLIP VENDOR»I 12"XI2'THICKENED CONCRETE SLAB ONLY AT CUP LOCATIONS A R C H I T E C T (TYP) SECTION 25001 EMERY ROAD,SUITE 400 1'-0' LEVELAND, OH 44128 TEL 12161 223-3200 GOLF-SHOP DETAIL DETAIL FAX (2161 223-3210 D2 � JAMB DETAIL D3 � SLAB INSERT FPi PUTTING GREEN www.herschmanerchitecfs.com SCALE 1-1/2"a 1'-0" hO SCALE 1 1/2"=1'-0' 5GALE 3/4" = I'-0" S.C.15 RE5P0N151BLE FOR PROVIDING THICKETED SLAB AND GOLF PRO-SHOP DETAILS GORE DRILLED HOLES,COORDINATE a P SIZE REGUIREMENTS AND ALT.BSAULATOR PLANS WITH VENDOR. Al2- 4 REFER TO SHEET Al2.4 FOR CONTINUATION WOOD TRIM FINISH TO I N#POLE MOUNTED B R#I TO TRANSACTION COUNTERS _ irti � T.D.WOOD TRIM ——MaHTAIN ASf`IZ16LE PALPI9Y _ _ II 70 ROOF STRUCTURE 1 ELEV.11 5/4" I I' Deslan ena oonat...tII aooamants I —� LAZED oPENI Hr�, I EI --, .`_� ^acmcvcmomc of aermao ara0 i.aX R112 1 / 1 o aenca aw e e t o oe tv ELEV. of HeracXm"n ArcM1 teofsX Th. use D4 P-5a \�I l� �I', PAINT STRIPE FINISH 10 DECK PRE-FINI DB PRE-FINI 5.0.WOOD TRIM f _- —'�_ I' J--Ti - of mie ees on ena mesa oonanaonon . PRE-F I CLEAR IZED CLEAR ZED - _ x 4'_O" aca"mama rar a"raa:..mh.r m.a —. —J �LEV.6'-0' AL ST NT ALUM. T T A ALUM. T T ELEV.IB'-G 5/4'Y d _ ...._�_I i 'I CLEAR wnueo aoocem of Xnimn aiXcncnu8 -p � atn v orom ua w aaea T.O.WOOD TRIM _ P-� I i, 'll Arohl—l. ELEV.15,01 D8 ADM TRIM �� A 1 PRovI ANv ICI Date Issue INSTALLED BY / \ BY VENDOR#I ONO .', I VENDOR# I OT/05/7DI4 PERMIT i I AT BACK P © MIN. e �• \\�� 6R-320.15 �// LEVEL 5 FINISH REWIRED PRE-FI PRE-FINI N O of i(FAINT P-10) O D GLEA A ED D7 CLEAR IZED - .570 T ALUM. T T x-- r DE � �� � AT FROWN / \ PRE-FI Cld IZEZED D q ° - / tRIONT DISPLAY OASES PROVIDED AND INSTALLED ` I END FAILED BY VENOM v.F.INISH FLOOR_ By VENDOR 01 1— i , - L---- r�J.0'-0' 8-50LIM B-50 — Ib'-0" IF NEEDED,FILL OAF IN WITH BREAK l) l METAL TO MATCH STOREFONT 'EXIT"SION:REFER TO CASH WRAPS ��HARPA'RE I E1 INTERIOR ELEVATION SCHEDULE SHEET Aso 91-ALE 1/4"•Po' CART CORRAL { RAILING PROVIDED {H I— 5" DI AND INSTALLED BY INTERIOR FINISH SCHEDULE , VENDOR#1 {� "" �i 10-2' - IPDAlED19130H :: r_ _._i t - 7FZTl PAINT-BUCKRAM BINDING PI BLACK FOREST GREEN I 1 i- T.O_WOOD TRIM CEO PAINT-WHITE FLOUR ® SUEDE BLACK — �ELEV.14'-0 3/4 P-34 PAINT-HARTFORD(SW) © PIONITE WP210 RURAL PINE BA.YVOOD_TRIM r _ I - ELEV.IB'-6 5/> P-67 PAINT-CUSTOM BRICK 2 R-51 WNA MAPLE h'0 MATCH 00-411 I TO OWK P- I P- ® FAINT-SOFTWARE PI EARTH TALL EI i PAINT BREAK P-B4 NIKE PAINT-COOL GRAY v.ie'-0" PL-51 P-94 P-a5 NIKE PAINT-SATIN BLACK © WHITE SMALL yawn y: D G ® PAINT-BLACK MAGIC ® WOLF GORDON;TUDOR CITY; } _ D2 D3 Project No: 14141.00 Pi11 UA PAINT-NEBULOUS WHITE ; A9.0 A 7.O P-aa ® #'vimGovE-BLACK D4 t T.O.VESTIBULE h OPP. OPP. a = P 54 ELEV.IP_G" -103 PAINT-ANONYMOUS LOW HIGH w `o:o P-N2 55FW PAINT-AMAZING GRAY FRP'd FIBER REINFORCED PANEL ---T _ N '—S�FAGE MWRITED i_ _ - ______ O GRAPHIC WITH 2' P IIa - -- -- `•`- SILVER FRAME BY © SSFW PAINT-GREEN BLACK Acwa+'rN rAtsacanraw5°YB� t r ti _a o_ -CUSTOM r VENDOR#S P-ISI fb-2 — OR HD HT � ELEV.T-6 --- P-ISa PAINT-OJSTOM HUSKY ORANGE � PANa.,GMaRM3 cI6VIlON. _ CLEAKIA IEED P-1a4 PAINT-JUTE BROWN ACPnvrN cawatawrm,caaznra _ o= m �.O AL/U4. DObR 'EXIT'SIGN ® THIN BRICK NIL-I MELAMINE-WHITE 1` a ... o REFER TO NOTE: REFER TO ROOM FINISH SCHEOi FOR ADDITIONAL FINISHES. o= m. 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A5 SGHEUDULED ELEVATIONS) SEALANT VENDOR#I DOE] I SHIM A5 RECMIIRED WOOD TRIM ABOVE T,O.TRIM B.O.TRIM r - - ELEV V ELEV.9'_2" t ®� �• _ -----1 MICHAEL CRISLIP S/4")NOOD TRIM b" b' WOOD TRIM BY b' (REFER To A R C H I T E C T VENDOR#1 -- WOOD TRIM BY ELEVATIONS) VENDOR#I L.O.TRIM VENDOR#I ¢�¢ ELEV GYP.BD.,STL.STUD P5001 EMERY ROAD,SUITE 400 5/H"GYP.BOARD CLEVELANO, OH 44126 FRAMING 4 INSULATION, HALL PANEL BY 5/6"GYP.BOARD ON S S/H'METAL TEL (216) 223-3200 REFER TO PLAN VENDOR#1 ON S 5/8'METAL �I.e ❑❑ FAX 2 COZIER PANEL BY STUDS 01b"O.G. www.herschmana(chitects.com VENDOR#1 CASHWRAP PLAN, TRANSITION TO STOREFRONT CASH TO GOLF CASH CASH CASH ELEVATIONS AND DETAILS Di J PLAN VIEW ABOVE VEST. D2 PLAN VIEW D3 PLAN VIEW D4 SECTION VIEW D5 SECTION VIEW SCALE 1 1/2"-1'-0" SCALE 1-1/2"=1'-O" SCALE I-1/2"=1'-0" 51-ALE 1-1/2"= 1'-0" SCALE I-I/2"=1'-0" KEYPLAN A 12.5 24"X 24"ACCESS PANEL TO FPI BACKFLOW PREVENTER AND GOAT RACK PURCHASED a GL�Nb ffT DOMESTIC WATER METER FROM VENDOR NI(TYP) cii Ell& AI2,7 u, Y El•EV,p'-O• JF7,old �• aS 1'_g" COFFEE BAR PURCHASED FROM � r•�KP c�i c$ � r-- MIN MIN VENDOR kI(TYP1 I'-0" r-- -- L-,.,__.w. fin-} `J F E EXPOSED PIPES 11 UNDER r wR a A IN A a OPEN I _---------------- LAv GUARD 4 To oeelan.ne ppnavapuop appumema _ _ INSULATION IT, i E551BLE GOAT CORRIDOR h / 1 ee Ineo-°mem.or:a..�°e ere prose REFER TO _ RACK P11RCf1ASED (1{{ In commeno...a remem me pr°parly j _ PLUMBIN6 SHEETS I FROM VENDOR N1 LJ 1 0l Heraphmen Arannecls. Tne usa hi m O R N f Q _ I _ of ml.a.elon.na m.e.ooeewolm. E NEv.oL0' ELEVATION I ATION 2 ELEVATION 9 I I IN u-.II ror purpose.ome,mso --------- Rronite�jopneelnt p11M1°Aeeln Crle"Ilp ELEVATION 4 --------- e p_ NL52 1 BREAK ROOM 1 r---------- I` Date ssue Ei INTERIOR ELEVATIONS a E2 I 1 1 01/05/2014 PERMIT SCALE 1/4"= 1'-0" T - I 'o W EN'S 1' -E1/Al2b E3 I Its I 01/14/2014 FOR BID -------- - -- P 01/21/2014 ADDENDUM NI BREAK ROOM ACCESSORIES ,, j _-�E4 , ; i � TAb I DESCRIPTION MAWFAGNRER N VENDOR REMARKS -3 1 !'Fr- l r n 90A DI5E9R eaywe•t NI476700 -BREAK oROOM O 2 PAPER TOYEL DISPENSERhlJl- PI`I 1 GENERAL NOTES m I -.{Ir RIDI O I.RYOF_LAT HAEDONE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. COORDINATE WORK WITH 4'-10' B" 19'-II" ---I L-LED - 2 1/2" 2.PROVIDE FRT BLOGKINS,FOR FIXTURES. I MANAGERS OFFICE 1 ob - I • L. t I° �_ - _N�6 Hr CLNK Hi a CORIUODOR EI7/A; �9 I -----------r-- ------------_- .ti P- lox -•----•-•-----..-..-.-.� , , I �. 1 FRAME MEN'8 \ \ \ E9 E2/AI2b EB _-- 114 ROOM 916NA6E(TYP); 111���///���---���111 \ \ \ REFER TO TACTILE \ \ \ I " • - - ' OPEN L"------ ------- -------, REFER T TAOTIINC-5 U DEL ON AOA.O FOR E4 f--� MOUNTING LOCATION FINISH PLOOR ILO FINISH_FLOOR / OD / III /® 1 ELEV.Ob' ELEVATION I ELEVATION 2 E�LE`/.O'-O" r- - (- Drawn By, JLD MG ELEVATION 9 ELEVATION 4 I ___-___-____----___ -------------+-- 4 Project No.: 14141.00 m El E4/AI2b CORRIDOR C WOOEll IU T ROOM I D -i ------------------ N•wd_° E2 INTERIOR ELEVATIONS N I___---_-__,------' E4 1 5GALE 1/4''= I'-O" 4"MAX. 4"MAX. ) ,Q V-O 1/2" oUe�e� 56e 2'-0" 2'-0" 56.E n ---------------- - t -.i - C MAX. MAX. _O_MHT f— 1 t ® F-lo P-I P-10 '_--..--..-. E3 ❑"„`- DR HEAD � / LJ�L a�oP2° / O JlWa�o wmo°amp° w°-" FINISH FLOOR__ ®\ ELEVATION I ELEVATION 2 ELEVATION 3 ELEVATION 4 El LLEo _ MANAGERS' OFFICE E6 INTERIOR ELEVATIONS /^'2b E2 SCALE 1/4"=V-O" rn 4"MAX. V! 2'-0' 56" 56" 96' 56" 2.-0' 2'-0" 96' Q MAX. MAx. MAX. MAX. Max. ._ ' OFFICES �CLN6 HT GN6 HT L6HT FP1 OORPLAN b'-0• .e—_0 C '-0" Se-ALE I/4"CDR HEAD / O TYP. CLEAR v IHFOR �FINI .O-0 T III \ ELEVATION E V0�R ELEVATION 2 T�- O'LO I ELEVATION 9 ELEVATION 4 jam— W51 CASH/COUNT ROOM AI2.6 E6 INTERIOR ELEVATIONS O SGALE 1/4" = I'-O" ADJUSTABLE WALL 5HELVt5 AND BY VENDOR 0IHARDWARE REFER FOR BLOCO ET A2.2 K S REQUIREMENTS. REFER TO SHEET A22 O FOR BLOGKINb 00 REQUIREMENTS.(TYP1 I`I•I M 00 HO 5HELVING STANDARD -O" Q co � r� cD I I— I I I a J r H•w, z a *k P PANE RP PANEL cc SCOUNTER TOPS UPPORTS BY AND 2-O a Z?O VENDOR NI �L U \ Y�TE .D W7�TE Q `O O \ INTERIOR FINISH SCHEDULE \ I.PDAI®i1913p4 a FINISH FLOOR ® PAINT-BUCKRAM BINDING F BLACK FOREST GREEN m o Q �,o'-0' ELEVATION ELEVATION 2 m � PAINT-WHITE FLOUR ® `�BLP41C VNALL LINE , E5 � INTERIOR ELEVATIONS © PAINT-HARTFORD(059)bREEN ® PIONITE YF210 RURAL PINE 4 5GALE 1/4,, I'-O" P!7 PAINT-CUSTOM BRICK 2 ® NINA MAPLE(TO MATCH AD-40 v ❑❑❑ ® PAINT-SOFTWARE ® EARIIBL TWLLL n , F-b4 NUKE PAINT-COOL BRAY FEW NUKE PAINT-SATIN BLACK ® WHITE SQUALL ® PAINT-BLAGKMASIG ® WOLFGORDON;NDORCITY,FOS MICHAELCRISLIP P4I UA PAINT-NEBULOUS WHITE I� ®❑ FLOOR LIRE _ ARCHITECT ® ® 6"VINYL CAVE-BLACK .1 J .1 ,1 11 PAINT-ANONYMOUS NOTE:SIMILAR DETAIL AT CASH AND COUNT ROOMS. 25001 EMERY ROAD,SUITE 400 P- NOTE-THIS DETAIL 15 FOR DIMENSIONAL FRAMINb PURPOSES NOTE-THIS DETAIL IS FOR DIMEN510NAL FRAMING PURPOSES CLEVELAND, OH 44128 12 Sam PAINT-AMAZING 6RAY �-I FIBER REINFORCED PANEL- ❑_❑ ONLY,DETAILS AND FI XTURE5 WILL BE PROVIDED BY VENDOR kl ONLY,DETAILS AND FIXTURES WILL BE PROVIDED BY VENDOR kI T E L (216) 223-3200 P-Il4 SSFW PAINT-GREEN BLACK 0 PAlm"camM9l oleic WAX (216) 223-3210 caY eaw�caw ea+ DEPT. MANAGER'S OFFICE HANGER WALL RACK ww.herschmanarchitecta.com R15 ® MRoarN WS1 BLOCKING DETAIL WS21 BLOCKING DETAIL P-1- PAINT-CUSTOM N15KY ORANGE WO At•e�tx PAaEu el6veaW' 5GALE I" P-O" NOT TO 5GALE P-64 PAINT-JUTE MOM ® '�'N Gaera.eVlmrcaoa'N6Z OFFICE PLAN ® THIN BRICK MELAMINE-WHITE K E Y P L A N AND ELEVATIONS NP]€REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL FINI5HE5. Al2.6 !. 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TIL - I L ,I -fA �IT 1L_ a_J1 mF F� IN.FLOOR 8T-I - = BT-I - M__/' �'i n \EI GI ELEVATION 3 6-I ELEVATION 4 --_____ --E // =�J ELEV,o-0" ; J__ I; TYPICAL TYPICAL iv I M�1====I T'J L f WO 13' MIENS TOILET ROOM El INTERIOR ELEVATIONS -GALE 1/2''= 1'-0" \ / I II Drawn By: JLD/MC I � F�L6 ELEV.B'-0" Project NO.: 14141.00 P-q P-q PA ELECTRIC WATER COOLERS. T.O.FRP DR d FRAME -MANUFACTURER=ELKAY 6�$a / -STT-E =EZ5TL8C B-2 o`m:. -11 -I rtttt,Lrl-I -IJ t tl 11 -I-11 j t j rl-I -1 Itttll l -IT B _IJ rrl �7 -1JJ1�L 71 LIJ TrL1-1 JJ111 D MOUNT COOLER TO o _�`. 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Q BARS(WATER CLOSETS) b60b.gq X 96 #2g q , i��.A 6 I Z Q r L ,I BT-I AOP D5& BEIGE 1095860 6X12 COVE TILE BASE O ACCESSIBLE bRA6 BobrlckB- MOUNT 59.OFF.TO BOTTOM OF BAR - L' r BARS(WATER CLOSETS) VERT bb0b.gq X 24 #29 T ___ C_____FLUSH VALV�c ON, ' O LL LLI WALL PANELS Oe 50AP DISPENSER BaUwest#14g1000 #2q - OPEN_5ID_E_CJF STALL I I Q }Z�j O INSTALL PER MANUFACTURER'S i 2 L Ca I Q I I- MARLITE ARTISAN P PAPER TOWEL DISPENSER B r-t#I476-100 #29 A _ __L______ _____L__� FRP Tg9q FiMl VERONA JAIL INSTALLATION;USE SEAM O GOAT HOOK Bobrlck B-682 #2q MOUNT MAX. A.F.F.TO CENTERLINE I5 STALLS,MOUNT 46" _ } I I _ _ _ - - - V�1 MARLITE HARMONIZING SEALANTI I -'I AND MARLITE HARMONIZING O SANITARY NAPKIN E715POSAL eobrlck 5-270 #211 i ALUMINUM TRIM MOLDS(INSIDE SANITARY NFK/TMP D D ❑❑❑ CORNER, �5I CO CORNER, O DISPENSER BO�I �T� #2q INSTALLATION.(UNIT CAN EE SEMI-REGE55ED IN A 4"5TU12 WALL) LAYOUT. OK BABY CHANGING STATION ASI#gOI2 #2q INSTALL BOTTOM MOUN15 AT 55•AFF ®� OL TOILET SEAT COVER DISPENSER 5obrlck 5-22I #2q � 4 _ _ - - - _ ' FF- O STAINLESS STEEL MIRROR 5obrick 0-165 I856 #2q P-34 SHERWIN WILLIAMS 5W-6466 056 6RgN-VENDOR#25 O IyALL MOUNTED bARBASE CAN � 01�1°Id #29 PROVIDE IN-WALL P-q 5HERWIN WILLIAM5 5W_0p66 BUCKRAM BINDING- �i7622 yU LID SLOGKIN6 BEHIND IN u VENDOR#25 BABY CHANGER 0 GROUT GENERAL NOTES &-1 HYDROMENT STANDARD SAND MANUFACTURER RECOMMENDED MICHAEL CRISLI P WISE HI46 &ROUT JOINT 5/I6" 1.TOILET ROOM ACCESSORIES TO BE INSTALLED BY S.C. A R C H I T E C T 2.WORK SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. COORDINATE WORK WITH RESTROOM 25001 EMERY ROAD,SUITE 400 TOILET THE ADJUSTABLE GAM ON THE RELATED TRADES. PARTITIONS BOTTOM OF THE DOOR MUST BE S.CLEAR DIMENSIONS FROM c TO[OF FIXTURES,AND FROM c OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED F P 1 FLOOR PLAN CLEVELAND, OH 44128 FLUSH METAL 040 HUNTER ADJUSTED ON THE ACGE55I8LE HOLD DIMENSIONS. TEL 1216) 223_3200 PARTITION CORP. GREEN STALLS SO THE DOOR IS KEYPLAN METPAR CORP. #q50 HUNTER SELF-GLO5IFK;SEE SPECS FOR 4.PROVIDE CLEAR SEALANT AROUND PERIMETER OF MIRRORS,BETWEEN TILE AND FRAME. SCALE I�2 = -O FAX 216) 223-3210 HARDWARE 5.PROVIDE FRT BLOCKING FOR FIXTURES. www.herechmanarch:tects.com 6.ADJUST ACCESSIBLE STALL DOORS TO BE SELF-0LOSINS. T.BABY CHANGING STATION SHALL BE CAPABLE OF WITH TOILET ROOM PLAN,STANDING A STATIC LOAD OF 900 POUNDS. ELEVATIONS d.DETAILS Am-12.7 NONRATED HORIZONTAL ASSEMBLY INSTALL FIRE SAFING INSULATION IN FLUTES OF +; REFER TO ELEVATONS FOR i ROOF DECK ABOVE "i';!.'+':::'`+±�::'::;". FINISH ABOVE TOP BLOCKING u¢ o I STEEL CHANNEL w/ ————— RETAINING CLIPS ADD 14 6A.PLATE FOR WALL PARALLEL 2'x 4'CONTINUOUS WOOD _P TO DECK RIES DLOGKIN6 5UIffACE oeeiyn ena consvmuon aoocmeme MOUNTED TO STUDS .me✓cmeme m e rmoe ere plveY o m ml eoa m e proper) of uric oesiu.ena meea�oonavuonon ————— aooemenm for purposes omen men a< LONG-LEG SLOTTED DEFLECTION TRACK Mn 1so peplFlc pi;epi ftul s,....d P.VL.GAP(2)BOTH ENDS mpnv pronmuea imom exoreceea ANCHORED TO ROOF ARE TO BE REMOVABLE nipmfeo�oncen DECK. SECURE STUDS Mft 5LOT5)TO > m Data Issue SLOTTED TOP TRACK. : NO GYP.BD.BEHIND COZIER �.TFf40116H0117) _____________ ————— 01/03/2014•PERMIT --------------- /)) 6'-X 961 P.V.G.TUBE @- V DO NOT FASTEN GYP BD. PROVIDE ADDITIONAL SUPPORT MARKED'PLANS'AT 48' WITHIN MIN.SCREW IF IF UNISTIW CANNOT BE A.F.F.(MA)Q CLEAR AREA OR INTO COZIER FIXTURE Q � INSTALLED WITHIN 6'OF PANEL Ul s TOP TRACK FULL WIDTH SOUND BATT MTL.STUDS®16"oL.OR POINT.(REFER TO 5TRUCTURAU INSULATION PER U.L.RATING. ) A5 SGEWLED(TYPJ p/ IX4 WOOD BLOMN6 PAINT = WHERE SCHEDULED(Tl?) _ 2'z 4'CONTINIOUS WOOD W I-I'UNII Z1'I'PER = PROVIDE AN GOLD BLOCKING SURFACE PAINT TO MATCH WALL ROLLED CHANNEL WITHIN GYP.BD,EACH FADE OF WALL ————— MOUNTED TO STUDS rJ.015TANEL POINT b( FOLANSEMONIR(58:ACM-5045F 12"OF DEFLECTION FASTENED A5 SCHEDULED(TYPJ CONT.MTL.RUNNER TRACK FLANGE DETAIUTTAL STRAPPING TRACK MECHANICALLY FASTENED *O'�»�FLOF� TO GONG.SLAB.(TYP) ELEVATION WALL SECTION 1 5/6"126AJ TEV I1NI5TRUT MECHANICALLY - NOTE: PAINT E70o05ED END5 OF 51 FIXTURE OR 516N SUPPORT MAX. FASTENED TO BOTTOM CHORD OF JOIST FOR PROJIDEPAN5TALLED BY /I FIXTIM OR 5I6N SUPPORT.(REFER TO CEILING PLAN ------------ GONC.FLOOR SLAB(TYPJ TO MATCH AD.VLENT SURFACE5(TYP) OTHERS, FOR LOCATIONS) UNISTFW BEAM CLAMPS,AND ALL u ASSOCIATED HAROW4�FOR MOIMTIN6 OF TYPICAL DEFLECTION CLIP AT TOP OF WALL RUNNER TRACK LOZIER UNISTRUT CHANNELS To BE PROVIDED AND INSTALLED BY 6L. PLAN TUBE Di DETAIL D2 DETAIL D3 BLOCKING DETAIL D4 DETAIL D5 DETAIL SCALE B" P-O" SCALE 1/2"= P-O" SCALE I"-P-O" 5CALE 111• P-O" NOTE,ALSO REFER TO 5TRUGTURAL FOR AUDITOR& NOTE: PLAN TUBE PROVIDED BY A.P.I. (SHOWN FOR REFERENCE ONLY) - REINEORCIN6 AS REOUIRED• INSTALL PER LOCATION AS SHOWN ON FLOOR PLAN. CONTRACTOR 15 TO PROVIDE ONE(1)COMPLETE SET OF CONSTRUCTION DRAWINGS ,. Drawn By: JLD/MG Project No.: 14141.00 w m_ w� - 11II'' 1I� MELAMINE BD. "x I/16"KHRF TO LAP MURA` Y2 O V o o FACE OF MASONRY MAY OCCUR 12 x I/Ib"KERF TO MURAL u a 5 u . ... BLOCKING ... r ... ..c ' . . .. ._ :°sue (REFER TO WALL SECTIONS) WOOD o T . ... .. ... .. .. .. GYPSUM BD.MAY OGGIIR G.M.U.WALL AS PER DRAWINGS .. (REFER TO WALL SECTIONS) ....:: MURAL ON 5/8"GYPSUM BD. HILTI FASTENERS®16"oz. I; SLATWAI.I- w»o g 6 FROST PROOF V105E BIBS HORIZONTALLY/12"oa. RURAL ON I/4"GYPSUM BD, a =m WITH BAGKFLOW PREVENTOR MD.F.TRIM (PAINT P-34) I:. VERTICALLY. MIN.V PENlEIWATION. I:. :kl O 90 CBS.TENSION/140 CBS.SHEAR ,Ih MD.F.TRIM (PAINT P-34 .a 1 1/2"e6 THREAD-GUTTING STEEL 5CREPLS I.. o WITH MITER JOINTS `•-`o= �.; "ROBERTSON"HEAD-16"OL.HORIZONTAL W In (REFER TO ELEVATION FOR SIZES) " O.C.VERTICAL o SLATWALL aS wmga NOTE: SLATWALL IN GOLF TRIM Q g o u y L I I/2"(16gaJ Z-FURRING CHANNEL DALE/ � RECEIVE INSIDE CORNER TRIM (REFER TO ELEVATION FOR SIZES) . I INCOR ZFC lb VERTICAL®16"oa.(TYP) I. (TYP.REFER TO ELEVATIONS) _ NOTE L J FACE OF 5LATWALL L FACE OF SLATWALL RECESSED LOCKABLE COVER N TE 15FI GYP.BD.SCREWS AND JOINTS TO WALLS BEHIND MURALS TO BE PAINTED SIM.TO ALL PLAN VIEW SECTION INSIDE CORNER FIN SH GYP.BD.50REWS AND JOINTS TO WALLS BEHIND MURALS TO BE PAINTED SIM,TO ALL PROVIDE AN APPROPRIATE MOUNTING SXlFAGE. EXPOSED WALL SURFACES. PROVIDE AN APPROPRIATE MOUNTING SURFACE. EXP05ED WALL SURFACES. FROST-PROOF HOSE BIB SLATWALL FASTENING SLATWALL CORNER DRIVING RANGE/ARCHERY RANGE MURAL D6 DETAIL D7 TRIM DETAIL D8 DETAIL D10 DETAIL D11 TRIM DETAIL SCALE 1 1/2" P-O" SCALE 6"=1'-0" 1 SCALE 6"= P-O" SCALE B" P-0" SCALE 6"-I'-0" NOTE: REFER TO WALL SECTIONS FOR PLACEMENT OF SLATWALL, Q TYPICALLY THIS 15 APPLIED DIRECTLY OVER GYPSUM.W. 0 �0 V•R V Z 0 a Cl)O wDO Y� DO Q ¢co(D d J r Ca za wp w ® U Cr Z0 PN III II MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL 12161 223-3200 FAX (216) 223-3210 w ww.her s chmaner chi tects.com MISC.DETAILS A13.2 .. 55\ONAL EN GENERAL NOTES gQ�FQ��\sreyFo/y� Design Criteria Building Pad Preparation(cont.) Concrete(cont.) Masonry(cont.) Metal Roof Decking 13154 � 5. If unstable subgrade sectors cannot be stabilized by excavation and recompaction,then crushed stone or 16. Reinforcement shall be continuous through all construction joints unless otherwise noted on drawings. 22. Quality Assurance o rfT 'IA,' 0Zb (�1 Building Code:IBC 2012 similar coarse aggregate materials shall be rolled into the sub rode until a firm sub rode reaction is 1. All metal roof decking shall comply with the provisions of the steel deck institute"Design Manual for 9L.? OP 9 9 Composite Decks,Form Decks,Roof Decks and Cellular Metal Floor Deck with Electrical Distribution" / 0 F 1 1. Design live loads achieved. 17. All hooks shown on drawings shall be standard hooks unless otherwise noted, An independent testing laboratory shall be retained to periodically inspect and perform material testing of and underwriter requirements(Factory Mutual,etc.). (. NEB masonry materials and construction to conform with the building code and the following: A.Floor loads 6. The geotechnical engineer shall determine on site or off site imported material that can be used for 18. Where continuous bars are called for,they shalt run continuously around corners and be lapped at 2. Deck and accessories shall be cleaned and given a phosphate treatment and a shop prime coat ofwhite 1.1. Retail engineered fill.All fill material shall be approved by the geotechnical engineer. necessary splices,or hooked at discontinuous ends.Lap lengths shall be as given in the splice and Minimum Tests and Submittals or light gray rust inhibitive paint. 1.1.a. First floor(slab on grade) =100 psf development table.Lap beam top bars at mid-span and beam bottom bars at supports,unless otherwise oesrpn sod..n.Ir lam d......1. 1.2. Stairs and exits =100 psf 7. The proposed engineered fill materials are to be placed in lifts not exceeding eight(8)inches in loose noted. Certificates for materials used in masonry construction indicating 3. Deck and accessories that are to receive spray fireproofing shall be galvanized, m o.:aenos..1nd .them ma,."I iih measured thickness.Each lift is to be compacted as follows: compliance with the contract documents. .r ortl men nr rm,ln t. me see 19. Provide additional reinforcing at the sides and corners of all openings in concrete in accordance with the .r ran d••lan aria awn Pomvuon•n B.Roof loads 4. No light gage framing,mechanical,electrical or other equipment shall be suspended from or fo eo.wn.nt.for-P.•s..tnar thn 1.1.Minimum roof snow or live load A. Slab on grade:Minimum of 95%maximum density by ASTM 0698, typical details.Minimum additional requirements are as follows: Verification of specified masonry compressive strength(fm)in accordance with any metal roof deck. he spe.nr.pr.lnt n.mea nareM I. dictated b BuildingOfficial =25 psf B. Footings bearing on fill:A minimum of 98%maximum density by ASTM D698, specification article 1.4b specification for masonry structures .uw.lr pr.nlan.I.rt...t th-li.•d y p (2)#5 top and bottom in slabs (ACI 530.1/ASCE 8/TMS 802)prior to construction,exceptwhere specifically rut.n...rim m Mmn.a crl.rw, 1.2. Minimum roof live lead by code =20 psf 5. See plans for deck attachment. aroh1 1,3. Ground snow load =15 psf 8. The earthwork program should be conducted under the supervision of a soils testing laboratory.The (2)-#5 each face in walls exempted by the building code requirements for masonry structures 1.3.a.Snow exposure factor(ce) =1.0 in-place densities achieved are to be verified by tests. (2)-#5 x 4'-0"long diagonally each cornerof opening (ACI 530/ASCE 5/TMS 402). Cold Formed Metal Framing Date Issue 1.3.8 . Snow importance factor(Is) =1.0 . 20. Extend bars a minimum of 2'-0"beyond openings,hook where extension is not 1 roof Thermal Factor(Cq =1.0 Foundation ypossible. 1. The design,installation and construction of cold-formed carbon or low-alloy steel,structural and ob/2T/14 r-OUNDATION See Special Inspection section for Level 1 required inspections. 1.5. Flat roof snow load(PI) =25 psf nonstructural steel framing,shall ri in accordance with"The Standard for Cold-Formed Steel PERMIT 21. In reinforced concrete walls and trench footings provide corner dowels of same size and spacing as 1.5. Total design snow load =25 psf+drifting 1. The contractor shall familiarize In with the survey and the geotechnical investigation report before Framing-General Provisions,American Iron and Steel Institute"(AlSlyenerel)and AISI-NASPEC. 1.6. Roof design is governed by the minimum roof live load or total design snow load+ starting construction.All foundation work shall be ith the recommendations of the horizontal reinforcing.Dowels shall have a class"b"lap with horizontal reinforcing in each direction. Steel JOIStS and Joist Girders 0-I/03A4 PERMIT drifting whichever is more stringent. geotechnical report by EHM Engineers,Inc.,dot July 10,2014 xcept where noted othewise on 2. Design of metal stud framing shown is based on CSJ type(1 5/8'flange)studs with Dietrich Industries Minimum Lap Splice and Anchorage Dimension Table 1. Steel joist design,fabrication and erection shall conform to the latest specifications and code of standard 0-1/14A4 BID drawings or specifications. 1 1 9 P section properties and allowable resisting moment capacity.Alternate manufacturer's framing size shall practice of the Steel Joist Institute,The requirements of OSHA section 1926.757,or as shown on the meet the minimum section properties and allowable resisting moment capacity of the members indicated 2. Design wind loads 1. 3000 psi normal weight concrete,F-rade 60,non-coated bars P P g Pa ty 2. A soils testing laboratory shall be retained by the owner to provide construction review b insure p g Y-9 drawings.All joist girders to conform to latest edition of AISC and SJI specifications.Joist girder supplier on the design drawings.Additional costs for an increase in stud size or gage is prohibited. 0' 0721H1 •AODEN®IlAl11 A.Basic wind speed(3 second gust) =115 mph conformance with the construction documents during the excavation,back fill,and foundation phases of shall supply a copy of all girder calculations and section properties with shop drawings.Joists shown as 2.1. Exposure =C the project. Top Bars Other Bars "special"joists on the drawings shall be designed for the bad diagrams shown. 3. All framing members 16 ga.and heavier shall be formed from steel with a minimum yield strength of 50 2.2. Importance Factor(Iw) =1.0 kill.All other framing shall be formed from steel with a minimum yield strength of 33 kst. Bar size Lap Anchorage Bar Size Lap Anchorage 2. All steel joists and gist girders shall receive one standard shop coat of white or light re oxide paint 3. The soils testing laboratory shall: 1 1 9� P 9 gray P . #3 28 22 #3 22 17' unless noted otherwise on drawings.Asphaltic paints are not acceptable.B.Main wind-primary Name • Discuss with the engineer the design intent of the construction documents and the testing 9 p P P 4. All framing shall be galvanized. procedures used to ensure conformance with the construction documents before construction #4 37" 29" #4 29 22 #5 47" 36" #5 36" 28" 3. All steel joists and joist girders shall be designed to resist net uplift forces shown at beginning of general Height Interior Zone End Zone begins. 1 1 9 9 P e9 9 9 5. All connections shall be screwed or welded.Powder driven fasteners are not acceptable for any structural #6 56" 43" #6 43" 33" notes. 1. 20- 10.3 psf 15.5 psf • Inform the engineer of any variance in these procedures. applications. 2. 20' 11 psf 16.5 psf #7 81" 83" #7 83" 48" • 3. 25' 11.5 psf 17.3 psf 4. It shall be the responsibility of the soils testing laboratory to: 4. All open web joist girders to have bottom chord braces as required by design and erection.Braces to be 6. Member web openings shall be positioned a minimum of 10"from connections. • Determine topsail and excavation stripping depth; 2. 4000 psi normal weight concrete,Fy=grade 60,non-coated bars furnished by the joist girder supplier. . C.Components and Cladding Wind Loads(PSF)for Walls • Inspect all subsoil exposed during stripping,site grading,and excavation operations, 7. All welds shall be touched up with zinc-rich paint. • Approve fill materials,perform density tests of fills to insure placement per specification Top Bars Other Bars 5. Ends of every joist which rests on steel supports shall be welded per SJI requirements. WINDWARD COMPONENTS AND CLADDING requirements; B. Contractor shall submit fabrication and erection shop drawings to the engineer for review for all cold Bar Size Lap Anchdrage Bar Size Lap Anchorage 6. General contractor shall verity all structural steel gist locations,mechanical unit wei hts and opening Inspect foundation bearing surfaces. N 1 c P 9 formed metal framing components and connections indicated on the contract drawings.Any deviation Effective Area(sq.N.) • #3 24" 19" �#3 19" 15" sizes and locations with mechanical contractor and vendor's drawings for actual mechanical units from this design shall be approved by the arch itect/engi near and additional review costs shall be the #4 33 .25" #4 25: 19" purchased. Height Interior Zone Exterior Zone 5. Foundation design is based on 3000 psf bearing pressure on 12"min.depth of new engineered fiIL #5 41" 31" #5 31" 24" P responsibility of the contractor.For all framing components and connections not specifically detailed on 10 20 50 100 10 20 50 100 #6 49" 37" #5 37" 29" 7. No light gage framing, the structural drawings including trusses,headers,jambs,etc.submit shop drawings and calculators • 6. Top of footing elevations,footing steps and thickness of footings are shown on the drawings and are g g g g,mechanical,electrical,or other equipment shall be suspended from or attached to stamped by an engineer registered in the state the project is located. b " " 0-25 30.5 29.3 27.3 28.1 30.5 29.3 27.3 26.1 ased upon the information from the geotechnical report and the civil drawings 71 54 #7 54" 42" any interior bridging, wings available at the time of 9 9 design.The top and bottom of footing may vary depending onra the conditions encountered at the site. 9. The cr plywood sheathing shall le attached to light gage framing with#10 TEK screws al m oucmb(uno). 3. When lapping two different size bars,use the lap dimension of the smaller bar or the anchorage 8. Field modifications to gists and gist girders is prohibited without the written consent from the gist Frost depth shall be maintained end coordinated with final grading and location of footing steps.If proper 1 1 9� P 1 The screws shall be of sufficient length to penetrate through the cold-formed steel framing member by at foundation bearing is found to be deeper than that shown on the drawings then foundations shall be dimension of the larger bar.Use whichever dimensionis larger. manufacturer.The contractor shall copy the architect and engineer on all correspondence, least three exposed threads.All screws shall be hot dipped galvanized per ASTM A153 when sheathing is • LEEWARD COMPONENTS AND CLADDING thickened maintaining the top of footing elevation to assure proper foundation bearing.The contractor pressure treated or fire retardant treated. shall submit unit prices for such work and shall qualify the extent of work in the base bid.fired of footing Minimum Concrete Cover for Reinforcing Structural Steel Effective Area(sq.fL) elevations need to vary for final site conditions then the general contractor shall coordinate the effort of 10. All sheathing shall be APA rated sheathing. • Height Interior Zone Exterior Zone other trades. 1. Concrete reinforcing shall be placed per the tolerances of ACI 117 and ACI 318 regarding minimum cover. 1, Detailing,fabrication,and erection shall conform to the latest AISC specifications. 10 20 50 100 10 20 1 50 I 100 2, Location Minimum Cover Structural Steel', W shapes,Plate Girders ASTM A992 F=50ksi • 7. Step footings,where required,at a ratio of one(1)vertical to two(2)horizontal with a maximum vertical ( ) (Y- ) 0-25 -33.1 -31 A -29.9 -28.6 40.7 -31.2 1.34.3 1-31.1 step of 2'-0"unless noted otherwise. . Foo[in sand rade beams cast a ainst 3" (M,S,C shapes)ASTM A36 uno 9 9 9 (Plate,Angles)ASTM A36 uno B. Inundation and long term exposure of bearing surfaces,which will result in deterioration of bearing and permanently exposed to earth D.Components and cladding:use the most stringent wind load obtained from formations,shall be prevented.Footings shall be placed immediately following footing excavations and HSS: (tubular shapes)ASTM A500 grade B(Fy=46kel) code,underwriter criteria(Factory Mutual,etc.),and the project bearing surface Inspection. Slabs on grade(W.W.F.) 1/3 slab thickness (round shapes)ASTM A500 grade B(Fy=42ksi) specifications.Cladding manufacturer shall consider increased pressure from top of slab Interior slabs and stairs 111. Pipe Sections:ASTM A53,type E or S,grade B F=35ksi coefficients at building perimeter,corners,eaves,and rakes.Loads noted 9. Back filling against basement or pi[walls shall not be permitted until the supporting floors are in place and • P 9 (Y- ) in general notes are obtained from code. are able to resist the imposed lateral forces except for cantilever retaining walls or unless noted otherwise • Exterior slabs and stairs,#5 and smaller 1 1/2" on drawings,the walls are supported by the floor above and below.Proper temporary bracing and larger 2" All anchor rods shall be ASTM F1554rade 36,uno. grade may be E.Roof uplift used in lieu of the floor support based upon the design by a professional engineer.The design of • Walls interior face', 31" temporary bracing is the total responsibility of the contractor. • Walls exterior face: #5 and smaller 1 1/2" All structural steel shall be primed white or light gray;asphaltic paints are not acceptable. Drawn By: TBA e Typical bay gross 29.2 psf net 25.2 psf #6 and larger 2" Perimeter bay(10'wide) gross 34.6 psf net 30.6 psf 10. All fill materials shall be free of organic contaminations and otherdeletehous matter. • Columns and piers(vert.rinf.) 2" All column base plates shall have a minimum of four anchor rods. Project NO.: 14141,00 Corner bay(10'x 10'wide) gross 34.6 pelf net 30.6 psf • Column and pierties 1 1/2" 11. For back fill against basement walls,retaining walls,footings,etc.,place in 8"thick layers,with each lift 2. Connections shown on these drawings are generally schematic.They are intended to define the spatial 3. Seismic compacted at near optimum moisture content,until a minimum in place density of 95%of the maximum 3. Maximum deviation from the above requirements shall be x1/4 inch for sections 10 inches thick or less; relationship of the framed members and show a feasible method of making the connection.Any rn.- density as determined by ASTM D698 is achieved. and m1/2 inch for sections over 10 inches thick.See ACI 318-95,section 7.7.1 forconditions not listed. connection that is not shown or is not completely detailed on the structural drawings shall be designed by du s*.,a= Ss =0.203 a registered professional engineer,retained by the fabricator.Details and connections may be designed s' e Mason to conform to AISC Steel Construction Manual thirteenth edition.Completely detailed means the following Ix:•I.P.. All soil surrounding and under footings shall be protected from frost action and freezing during the course P Y 9 St =0.080 of construction. information is shown on the shop detail drawings: p z'g`. L All masonry shall conform to Building Code Requirements for Masonry Structurl(ACI 530/ASCE 5/TMS 6`o•-.- Sce =0,162 13. Notify structural engineer of any unusual soil conditions that are in variance with the geotechnical report. 402)and"Specifications for Masonry Structures"(ACI 530.1/ASCE 6/7MS 602)for the year referenced in A.All plate dimensions and grade. ~a=E 5 c the building code noted. B.All weld sizes,lengths,pitches and returns. 0 e e 5,r Sot =0.091 Concrete C.All hole sizes and spacings. 1'...`. . 2. All brick and concrete masonry and construction shall comply with the recommendations of Brick Institute D.Number and type of bolts:where bolts are shown but no number is given,the connection has not O.fit;` Seismic importance factor(le) 1 of America(BIA)and the National Concrete Masonry Association(NCMA)and minimum requirements been completely detailed. 5°.. Occupancy Category II 1. All concrete construction shall conform to ACI 301,"Specifications for Structural Concrete"and ACI 302, established by noted building codes. E.Where partial information is given,it shall be the minimum requirement for connection. w.•_-. 305 and 306 unless noted otherwise for the year referenced in the building wide noted. F.Method a design. 8..8` Seismic design category B 9. a e a.. Seismic site class C 3. Grout to fill cores shall be ASTM C476,coarse grout(3/8"maximum aggregate)with a minimum . •a` 2. All detailing,fabrication and placing of reinforcing bars,unless otherwise noted,shall conform to ACI 318, O =.` Response Modification factor(R) 3.5 "Building Code Requirements for Structural Concrete"ACI 117,and the latest ACI detailing manual. compressive strength of 2500 psi in 28 days. 3. Details and connections completely detailed in the contract drawings may not be altered withoutwntten J i..2. Seismic Response Coefficient(Cs) 0.0464 approval by the engineer.Where approved,altered connections shall be completely detailed by the - Basic seismic force resistance system Intermediate reinforced 3. Concrete Types Schedule 4. Concrete masonry units(CMU)shall be medium weight units conforming to ASTM C90. fabricator's engineer clearly on the shop drawings. w.�:'. masonry shear walls a"1' Analysis procedures Equivalent lateral force method Type of Concrete Mm1- Mw1,.-wit, ...A. sPn1n•d .P ihd no- M..1- ASTM C270 Type"S"mortar with a in compressive strength of 1800 psi shall be used for all 4. Alterations of schematic connection details may impact architectural concept and shall not be made �:.N c•.w.pn... c•.•m R.rw as." s.,.P amp• c...m R.re. s1n mason Mason shall have a minimum Design base shear(v) 117 kips(ultimate) coowm c.m_1. mr P•wm.m A....n ry� r1' compressive strength(fm)=1500 psi unless noted otherwise. without prior written approval of the engineer. w e- -�- so-•.pm 1.1m w...) 2 o 8 m llcu.ytl. P•1 Ih- %ey..l._ Ir.hs. o•Z. � 4. Frost depth=30" 5. When structural reinforcement is incorporated in masonry cement mortar,Me maximum aircontent shall 5. Minimum connection plate thickness shall be 3/8",unless otherwise indicated in the contract drawings. =2 3 Y Spread Footings 0-3 be 18%. ua. Piers below Grade 470 0.60 3000 5 1 12 6. Unless otherwise noted,beam to beam connections and beam to column connections shall be double ,I`="- General Entapped 6. Reinforcing bars shall conform to ASTM A815,gade 80. angle(t=5/16")framed beam connections shop welded per Table 10,AISC manual(thirteenth edition)for ,a`•. 0-3 using weld A,and using 3/4"diameter ASTM 325-n bolts in standard or horizontally slotted holes for the 1. The structure is designed to be self-supporting and stable after the building is fully completed.It is solely Interior Concrete 584 0.48 4000 3-5 1 w 1 e 2.° the contractor's responsibility to determine erection procedure and sequence and insure the safety of the Entrapped 7. Ail masonry units shall have galvanized horizontal joint reinforcement as follows: field connection. rn Z=�:. construction personnel,public,building and its component parts,and adjacent buildings and properties. Concrete Permanently A.9 Ga.side and cross rods(ladder type)spaced 16"o.c.vertically The minimum length of connection angles shall be equal to one-half the depth of the member fo be - This includes the addition of whatever temporary or permanent shoring,bracing,needling,underpinning, 6 Exposed to the Weather 564 0.45 4500 5-6 1 supported. or sheet piling,etc.that may be necessary to brace new construction,adjacent buildings,so that the t1.5 structure is braced for wind,seismic,gravity,construction loads,etc.and that no horizontal orvertiral or Vulnerable wto De-icers 8. Lap joint reinforcing as shown in the table below settlement or any damage occurs to the adjacent existing structures.Temporary supports shall be or Freeze Thaw Cycles 7. All bolts shall be considered bearing bolts Do not over tighten bearing bolts,especially spa try for beams to ,w maintained in place until permanent supports and/or shoring and bracing are installed.Design of these Exterior Slabs Wire Joint Reinforcing Splice Length support concrete slabs.Tighten bearing bolts to a snug condition only,per AISC specifications, u, supports shall be by a registered engineer registered in the state where the project is located in the • Exterior Walls Wt.i(11 ga.) 6" o employ of the contractor. Notes: A. All cement shall be Type or Type III Portland Cement per AS7M C150.Typal IA and IP are not W1.7(9 ga.) 7" 8. Unless otherwise noted,all connections at HSS sections shall be designed and detailed in accordance W2.1(8 ga.) B. with the AISC"Hollow Structural Sections Connection Manual,"first edition. 0 acceptable.Use one brand of cement throughout project. W2.8(3/16 wire) 9" 2. Fall protection support from perimeter columns shall be provided in accordance with OSHA requirements B. Minimum cementitious content shall consist of 100%cement or a combination of moment and W4 9(1/4 wire) 12" 9, All welding shall be done using E-70xx electrodes In accordance with the IatestAWS specifications. as required.Such material shall remain the contractor's property after completion of the project. flyash per Note C. C. Flyash is permitted and shall conform to ASTM C618 Type C or F,but shall not exceed 20%of 9, All cores with reinforcement shall be filled solid with grout,All grout shall be consolidated in place by 10, Work these drawings with architectural drawings for nailer holes and architectural clearances. o 3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases cementitious content by weight indicated above on a substitution basis and shall be included in the vibration to insure complete filling of cells. of construction. water-to-cement ratio.If flyash is used,the mix design submittals shall have tests using the same 11. General contractor shall verify all structural beam locations,mechanical unit weights and opening sizes amount of flyash.The contractor's schedule shall account forthe use of flyash. 10. Place reinforcing bars before grouting.Place grouts in lifts not exceeding 5 feet.Consolidate each lift by and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased. 4. The contractor shall perform all construction for the project in a manner and sequence that are based on D. Ground granulated blast furnace slag(GGBFS)is not permitted. mechanical vibration.The next lift of the pour may be made after the initial water loss and reconsolidation accepted industry standards that recognize the interaction of the components that comprise the structure, E Concrete used for floors shall have 1800 psi,3 day strength.Mixes to be pumped shall be so of the prior lift,while it is still plastic. 12. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of . without causing distress,unanticipated movements or irregular load paths as a result of the identified on the mix design submittal.All pumped mixes shall have a mid-range or high-range the structural engineer. I� construction means and methods employed water reducer. 11. Properly secure reinforcing bars to maintain the positions indicated on the drawings.Bars to be located in v 5. Construction loads shall not exceed desi n live loads.The contractor shall be res onsible for all desi n F. All admixtures other than superplasticizers shall be added at the batch plant.Superplasticizers, center of cells unless otherwise noted, 13. Screed plates,pour stops and slab supports at slab openings,at slab edges and supports for metal deck 9 P 9 designed for addition to the mix at the plant,may be added at the batch plantwith verifications around columns shall be furnished by the contractor as required to complete the work. Z required to support construction equipment used in constructing this project.Shoring and reshoring is the from the structural engineer and verifications that the water-to-cement ratio has not been 12. Mortar protrusions,extending into cells or cavities to be reinforced and filled,shall be removed. responsibility of the contractor. exceeded.Superplasticizers added at the site shall be sent in pre-measured containers from the 14. Cuts,holes,coping,etc.required for work of other trades shall be shown on the shop drawings and made batch plant. 13. Lay masonry units with full mortar coverage on horizontal and vertical face shells.Bed webs in mortar in in the shop.Cuts or burning of holes in structural steel members in the field will not be permitted,unless Iii- 6. Principal openings through the framing are shown on these drawings.The general contractor shall G. All concrete used for cast-in-place concrete slabs shall contain the specified water reducing or starting course of footing and in all courses of column and pilasters,and where adjacent to calls or specifically approved in each case by the structural engineer. examine the structural and mechanical drawings for the required openings and shall verify size and water reducing/retarding admixture.All concrete slabs,placed at air temperature below 50"F shall cavities to be reinforced or filled with concrete grout. ir location of all openings with the mechanical contractor.Providing all openings required by the mechanical, contain the specified non-corrosive,non-chloride accelerator.All concrete placed at air 16. All HSS shapes(round,square,rectangular,etc.)are to have a 1/4"cap plate at all exposed ends.Cap electrical,plumbing,or other trades shall be a part of the general contract,whether or not shown in the temperature above 80'shall contain specified water-reducing/retarder admixture.All concrete 14. Grout one(1)course of masonry solid under all wall bearing slabs. plates to be seal welded all around,uno.Provide 3/8"O weep holes in the center of the plate. O structural drawings,Any deviation from the openings shown on the structural drawings shall be brought to required to be air-entrained shall contain an approved eir-entraining admixture.All pumped the engineer's attention for review. concrete shall contain the specified high-range water-reducing admixture.Concrete with a 15. Provide 16"of solid masonry under wall bearing beams and joist girders unless noted otherwise. 16. All weld sizes not shown in details herein shall be the minimum required size based on thickness of n water-cement ratio above 0.40 to 0.60 shall contain the specified water reducer. thicker part as per AISC thirteenth edition,tables J2.3&J2.4.exception:at member splices welds or bolts rr 7. All contractors are required to examine the drawings and specifications carefully,visit the site and fully H. All concrete requiring a high slump for placement(i.e.pumping,drilled piers,etc.)shall contain 16. All corners to be tied by masonry bond. shall develop full strength of the member or components being connected. 'n inform themselves as to all existing conditions and limitations,prior to agreeing to perform the work. mid-range and high-range superplasticizer.Increased slump may not be achieved by exceeding tl/ Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way the specified maximum water cement ratio.Maximum slum Is 8 inches with use ofwater reducing T relieve the contractor from furnishing any materials or performing any work in accordance with drawings P p 9 17. Grout cores solid a minimum of one course below any change in wall thickness 17. All around welds indicated herein shall be discontinuous at the flange tips of open sections. CV) admixture(ASTM C494). (�� and specifications without additional cost to the owner. I. Calcium chloride shall not be permitted nor shall any admixture containing calcium chloride be 18, Provide 8"solid masonry 24"wide minimum underwall bearing joists. 18, All structural steel,including base plates and tops of anchor bolts,to be exposed to soil are to be coated ILU(Q 8. Details labeled"Typical Details"on drawings apply to situations occurring on the project that are the same permitted. with an approved coal tar epoxy,16 mils minimum thickness. 3 Go or similar to those specifically detailed.Such details apply whether or not details are referenced at each % All masonry walls shall have vertical control joints at a maximum spacing of 25'.Coordinate with locatons location.Notifyengineer of clanfcations regarding applicability of"Typical Details". 4. All pipe sleeve openings through concrete slabs shall be formed with standard steel pipe, indicated on architectural drawings.Control joints shall extend through the entire wall thickness,except at 19. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely Q 9 g g Pp ty YP continuous bond beams at the roof line the masonry shall be scored only. detailed connections shown on the contract drawings must be clearly identified by clouding or by direct Y 9. Work these drawings with architectural,mechanical,and electrical drawings. 5. No electrical conduit shall be placed above the welded wire fabric or top reinforcing of slabs. note on the shop drawing by the detailer prior to submission to the engineer. Q � 20. All CMU shall be temporarily braced during construction for the governing building code for lateral design W 10. Do not scale s.drawin 6. All aluminum in contact with concrete or dissimilar metals shall be coated with two coats coal tar epoxy, loads until permanent restraints have been Installed.Temporary bracing is the sole responsibility of the 20. Any member sizes shown on the plans,and currently listed in the AISC Steel Construction Manual,latest a_11 = 9 approved by the architect,unless otherwise noted. contractor.The contractor is responsible for all costs associated with repairs resulting from improper or edition,which are not currently available must be brought to the architect and structural engineers J 11, Any discrepancies between structural and architectural drawings shall be brought to the attention of the insufficient bracing. attention prior to award of steel contract.No claim for additional cost will be accepted after the award,for Z Q architect and structural engineer. 7. Concrete shall be discharged at the site within 1 1/2 hours after water has been added to the cement and member/built up member substitutions for these sizes. O LL LU aggregates.Addition of water to the mix at the project site will not be permitted.All water must be added 21. Miscellaneous Steel Lintel Schedule R >- 12. Should any of the general notes conflict with any details or instructions on plans,or in the specifications, at the batch plant.Slump may be adjusted only through the use of additional water reducing admixture or 21. All 4x4x5118 angles required for roof units and roof openings over 12"x12"to be supplied by structural Z the strictest provision shall govern. high range water reducing admixture. X For masonry walls 8"or thicker or masonry veneer and steel studs: steel fabricator and be coordinated by general contractor with the joist fabricator,mechanical drawings Q Z 0 and mechanical equipment supplier. Q 3(- 13. Shop drawings and submittals: 8. All concrete shall be placed without horizontal construction joints,except where specifically noted. • For openings up to 4'-0"use 3-1/2x3-12x5/16 angle. ()�(1)Horizontal reinforcement shall be continuous through vertical construction joints. • For openings from 4'-0"to F-0"use 4x3-12x5/16 LLV. 22. Hot dip galvanize per ASTM AI23 after fabrication the following structural steel members: A.These drawings shall be checked and coordinated with other materials and • For opening:from 5'-0"to 6'0"use 5x3-12x5/16 LLV. contracts by the general contractor and shop drawings and submittals shall 9. Construction joint locations other then shown on the drawings are permitted subject to poor approval of • For openings from 6'-0"to 7-'0"use 8x3-1/2x5/16 LLV. A.Shelf angles supporting masonry bear the contractor's review stamp with the checker's initials before being the engineer.Expansion joint and control joint locations are mandatory as shown.Contrectorshall submit • For openings from T-0"to 10-0"use W8x21+5/16"bottom plate. B.Lintels supporting single or multiple wyne exterior masonry walls. submitted to the architect for approi drawings showing intended placing sequences and location of construction joints to the engineerfor C.Items identified on the architectural and structural drawings.For members approval.At poured in place walls,construction joints shall be located so as to provide a 60'-0"maximum B.Use one angle for each 4"wyne of masonry. shown to be galvanized all connection material shall also be galvanized(uno). B.When the fabricator has been authorized to use the architect and engineer's horizontal length of concrete placement in any direction. drawings as erection drawings,the fabricator must remove all fide blocks, C.All lintels shall have a bearing at each end of 1 inch per foot of opening Metal Form Deck professional seals and any other references to the architect and engineer 10. All exposed edges of concrete members shall be chamfered 3/4"unless shown otherwise on architectural with a minimum of 6". 1 NA from that erection drawing.The fabricator's name and title shall be placed drawings. 1. All metal floor decking shall comply with the provisions of the latest edition of the Steel Deck Institute on the erection drawings. D.All lintels shall bear on 16"solid masonry extending 16"beyond end of "Design Manual for Composite Decks,Form Decks,Roof Decks and Cellular Metal Floor Deck with € 11. See architectural drawings for concrete finishes,masonry anchors,and for miscellaneous embedded lintel. Electrical Distribution." N 5 C.Where dimensions and elevations of existing construction could affect the plates,bolts,anchors,angles,etc. new construction,it is the contractors responsibility to make field E.All lintels on the building exterior shall be galvanized. 2. Metal form deck shall be black high strength steel.Deck shall be puddle welded at all steel supports as A measurements in time for their incorporation in the shop drawings. 12. The placement of sleeves,outlet boxes,box-outs,anchors,etc.,for the mechanical,electrical and follows: i plumbing trades is the responsibility of the trade involved;however,any box-outs not covered by typical MICHAE L CRI SLI P Building Pad Preparation details in the structural drawings shall be submitted for approval. A.Provide puddle welds at all steel supports using 16 ga.welding washers with 3/8"O hole for metal i form deck 24 ga.and thinner.Provide 5/8"O puddle welds for metal form deck 22 ga.and thicker. A R C H I T E C T j 13. Reinforcing bars shall conform to ASTM A615,grade 60.No tack welding of reinforcing in the field will be a.All puddle welds shall be spaced @ 10"o.c.max.(30/4 pattern). 3 1. All building pad preparation shall follow the recommendations of the geotechnical report(ono). b.Weld at all laps or edges of panels. t permitted. P 9 P CLE EMERY ROAD,SUITE 1400 28 4 c.Welds fo be made following AWS D1.3 specifications by qualified T 2. Foundation desi n is based u on foundation sub rade bein overexcavated vertical) and laterell b 12". CLEVELAND, OH 44128 9 P 9 9 Y Y Y 14. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in Flat sheets and installed welding operators. I and foundation bearing on 12"min.of new engineered fill per the geotechnical report.See geotechnical on chairs. J.All deck end laps shall be a minimum of 2". T EL (2161 223-3200 report for additional inormadon. B.For metal form deck supported by cold form framing attach with#10 TEK screws at 6"O.C. FAX (216) 223-3210 15. Wire bar supports shall be furnished for all reinforcing within slabs,inclusive of wire welded fabric.Bottom www.herschmanarchltecta.com 3. All trees,brush,roots,topsail,rubble,organically contaminated or otherwise objectionable materials 3. Provide metal U'. 9 bars in slabs on grade may be supported by other suitable supports.Reinforcing shall be properly pour stop at all edges of concrete construction(including floor openings)except where encountered are to be removed from structural areas of the site per the geotechnical report. positioned prior to concrete placement and may not be re-positioned once concrete operations have edge angle is detailed.Pour stop shall be of gage as recommended by manufacturer for specific begun.Wire bar and other types of supports shall be in accordance with the concrete reinforcing steel conditions with a minimum of 20 ga.Attach to deck with#10 TEK screws @ Z-0"o.c where not Thorson-Baker I-Associates 1 4. Subgrade sectors which will exist in cut and those which are to support fill structures are to be proof institute manual of standard practice. continuously supported. GENERAL Irolled.Areas exhibiting instability are to be undercut and back filled on a lift-by-lift basis with each lift C O N S U L T I N G E N G I N E E R S NOTES q Carefully compacted. 3030 Richfield$Ohio 44286 Rid (3 0)6596675Fax S1.0 1•O C NAL GENERAL NOTES cont.) ¢eoF�ci,�°SiEgo�/y9 TABLE 3 Special Inspection TABLE 1 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 13154 �J REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1�. 1. Special inspection is to be provided construed on In addition to the inspections conducted b the agent department of ABBREVIATIONS N� p P P P P Y P APPLICABLE CONTINUOUS DURING PERIODICALLY DURING APPLICABLE APPLICABLE CODE 'y '✓T P� building safety and shall not be come u it d relieve the owner ui his authorized agent from requesting TO PROJECT VERIFICATION AND INSPECTION TASK TASK LISTED TASK LISTED TO PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD(a) REFERENCE L f OF(0 e, A.B. ANCHOR BOLTS / the periodic and called inspections required by the applicable building code.Special inspection shall be 0(, paid by the owner. 1. MATERIAL TEST REPORTS AND CERTIFICATIONS LISTED X 1. INSPECTION OF REINFORCING STEEL. -- X ACI 318:3.5,7.1-7.7 1910.4 ADD'L. ADDITIONAL NE� X IN AISC 360 FOR COMPLIANCE WITH THE CONSTRUCTION X -- AFF ABOVE FINISH FLOOR Required Spacial Inspections DOCUMENTS ?. IN IL,GI CZ4 i Ipt Iw aSILLLV LPL I, ARCH. ARCHITECTURAL - 2. INSPECTIONS PRIOR TO WELDING: ': l II r fIOFI OI l'111. ,`,'' ,'I +'::?.U.7. - BA BASE PLATE oeelon•na oon•vuonon dooumenu ti 1 •e in.fremenf.or.ere are pleen 1. In addition to the regular inspections,the following items will also require special inspection in X a. WELDING PROCEDURE SPECIFICATIONS(WPSs) X _ BLDG. BUILDING M sonneenoe•m remaM the property accordance with the applicable building code. AVAILABLE. BLK._ BLOCK of Menohmm M-In t. The we 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE f He ae•Ipn and mesa. Theolloo b. MANUFACTURER CERTIFICATIONS FOR WELDING X ALLOWABLE LOADS HAVE BEEN INCREASED OR -- X ACI 318:8.1.3,21.2.8 1808.5,1908.1 BM. BEAM eooumente for a.rpo•ee otn•,than A.Soils compliance prior to foundation inspection(compacting fill,special grading) X CONSUMABLES AVAILABLE. X X WHERE STRENGTH DESIGN IS USED. BOT. BOTTOM the•p•elrw pr.f.et named herein I• B.Structural concrete over 2,500 psi X c. MATERIAL IDENTIFICATION(TYPE/GRADE) X SRDG. BRIDGING smmly ph,hes d.1-exprea..d 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED ACI 318:3.8.6, Itt•n consent of Michael polellp. C.Structural steel fabrication X d. WELDER IDENTIFICATION SYSTEM. X X -- X 1909.1 BRG._ BEARING Mof it.ot. CONCRETE MEMBERS.(b) 8A.3,21.2.8 D.Field welding BTJ BOLTED TIE JOIST e. FIT-UP OF GROOVE WELDS(INCLUDING JOINT CANT'L. CANTILEVER E.High strength bolts GEOMETRY). X 5. VERIFYING USE OF REQUIRED DESIGN MIX. -- X ACI 318:Ch.4,5.2-5.4 1904.8,1910.2,1910.3 Date Issue F.Structural masonry - JOINT PREPARATION. C.I.P._ CAST-IN-PLACE _ 6. AT THE TIME FRESH CONCRETE IS SAMPLED C.J. CONTROL JOINT DIMENSIONS(ALIGNMENT,ROOT OPENING, ASTM C 172 _ Ob/27/14 FOUNDATION 2. Special inspector shall meet the qualifications as stated in the applicable building code and shall perform X ROOT FACE,BEVEL). X X TO FABRICATE SPECIMENS FOR STRENGTH TESTS, X .- ASTM C 31 1910.10 R CENTERLINE PERMIT PERFORM SLUMP AND AIR CONTENT TEST,AND the duties and responsibilities as outlined in the applicable building code.The special inspector shall - CLEANLINESS(CONDITION OF STEEL SURFACES). DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318:5.6,5.8 CLft. CLEAR OT/03/14 'PERMIT provide written documentation to the building official demonstrating his or her competence and relevant - TACKING(TACK WELD QUALITY AND LOCATION). CMU_ CONCRETE MASONRY UNIT experience or training.Experience or training shall be considered relevant when the documented - BACKING TYPE AND FIT(IF APPLICABLE) X 7. INSPECTION OF CONCRETE PLACEMENT. X -- ACI 318:5.9,5.10 1910.6,1910.7,1910.8 COL COLUMN experience or training is related in complexity to the same type of special inspection activities for X I. CONFIGURATION AND FINISH OF ACCESS HOLES. -- X CONC. CONCRETE CIT114114 BID of similar Com lexi and material qualities.These qualifications are in addition to qualifications 8. INSPECTION FOR MAINTENANCE OF SPECIFIED projects P ty q q q g. FIT-UP OF FILLET WELDS: X CURING TEMPERATURE AND TECHNIQUES. X ACI 318:5.11-5.13 1910.9 CONSTR._ CONSTRUCTION specified in others sections of the applicable building code. X - DIMENSIONS(ALIGNMENT,GAPS AT ROOT). X CONT._ CONTINUOUS CLEANLINESS(CONDITION OF STEEL SURFACES). C.Y. CUBIC YARD 3. Special inspection shall meet the requirements of the applicable building wide.Special inspectors)shall - TACKING TACK WELD QUALITY AND LOCATION. K - DBA DEFORMED BAR ANCHOR be hired by the owner to perform the required special inspections.The names of persons or firms who X h. CHECK WELDING EQUIPMENT. X -- _ ;�:� ICI ?` - DET. DETAIL are to perform the special inspections shall be forwarded to the building official for approval.The special! 3. INSPECTIONS DURING WELDING: - DIAG. DIAGONAL is inspector(s)shall complete and submit all forms required by the building department having jurisdiction. X a. USE OF QUALIFIED WELDERS. - X [Ci r:,. •..I. a:. x A.CI b i i 0 or CIA._ DIAMETER b. CONTROL AND HANDLING OF WELDING CONSUMABLE& f2IrIC TIONCF IN-SITUCONCRETESTRENG:'. DJ_ DOUBLE JOIST 4. Access for special inspection:The construction or work for which special inspection is required shall t.r."p+ DK. DECK remain accessible and exposed for special inspection purposes until completion of the required special X - PACKAGING. - X - ,(A d:°6 2 ., - ins inspections. EXPOSURE CONTROL. D.L. DEAD LOAD P X c. NO WELDING OVER CRACKED TACK WELDS. X DWG. DRAWING d. ENVIRONMENTAL CONDITIONS: 12. INSPECT FORMWORK FOR SHAPE,LOCATION,AND DWI-Si DOWELS 5. The special inspector(s)shall: X X WIND SPEED WITHIN LIMITS. DIMENSIONS OF CONCRETE MEMBER BEING -- X ACI 318:6.1.1 -- EA._ EACH - -- X FORMED. E.F EACH FACE A.Observe the work assigned for conformance to the approved drawing and specifications. PRECIPITATION AND TEMPERATURE. 9 PP 9 Pe E.J. EXPANSION JOINT B.Furnish inspection reports to the en Ineer of record and building department.Discrepancies shall e. - FOLLOWED: p p g g p p (a)Where applicable,also see Section 1705.111.Special Inspection for Seismic Resistance. EL. ELEVATION be brought to the immediate attention of the contractor for correction,then,if not corrected to the - SETTINGS ON WELDING EQUIPMENT. (b)Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with ACI 355.2 ELEV._ ELEVATOR engineer and the building department. - TRAVEL SPEED. or other qualification rocedures.Where specific requirements are not p p q p y registered g E.S. EACH SIDE g g p q p p q provided,special inspection requirements shall be specified b the re stared design C.Submit to the engineer of record and the building department a signed final report stating that the - SELECTED WELDING MATERIALS. professional and shall be approved by the building official prior to the commencement of the work. gl g p g p g X - SHIELDING GAS TYPE/FLOW RATE. -- X EQ. EQUAL work was in conformance with the approved drawings and specifications and the applicable - PREHEATAPPLIED. EgI11P._ EQUIPMENT • workmanship provisions of the applicable building code. - INTERPASS TEMPERATURE MAINTAINED E.W. EACH WAY (MIN./MAX.). EXP. EXPANSION 6. Special Inspection Notes: PROPER POSITION IF,V.H,OH). TABLE 4 (E)or EXIST. EXISTING A.Continuous special inspection is always required during the performance of the work unless f. WELDING TECHNIQUES: LEVEL B REQUIRED SPECIAL INSPECTION OF MASONRY CONSTRUCTION EXT. EXTERIOR INTERPASS AND FINAL CLEANING. F/Ell FACE OF BUILDING as specifically noted below. X - EACH PASS WITHIN PROFILE LIMITATIONS. X APPLICABLE MINIMUM TEST F/CONC. FACE OF CONCRETE B.Where fabrication of structural load-bearingmembers and assemblies is being performed on the TO PROJECT ll P - EACH PASS MEETS QUALITY REQUIREMENTS. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE IN ACCORDANCE WITH ARTICLE 1.5 8.1.b.3 FOR F.D._ FLOOR DRAIN • premises of a fabricator's shop,special inspection of the fabricated items shall be required during 4. INSPECTIONS AFTER WELDING: X SELF-CONSOLIDATING GROUT. FIN. FINISH the performance of the work except as allowed by the applicable building code and unless X a. WELDS CLEANED. -- X EXCEPT FOR MASONRY THIS IS EXEMPT,PRE-CONSTRUCTION VERIFICATION OF I'm AND fAAC IN ACCORDANCE WITH FOG._ FLANGE specifically noted below. X FLR. FLOOR C.It is the responsibility of the contractor to provide the special ins a otor s with advance notice,no X b. SIZE,LENGTH AND LOCATION OF WELDS. X ARTICLE 1.4B. p ty p p p () C. WELDS MEET VISUAL ACCEPTANCE CRITERIA: F.S._ FAR SIDE OR FOOTING STEP less than one working day,of the initiation sp any work requiredct have special inspections. CRACK PROHIBITION. MINIMUM INSPECTION FT. FEET work performed without required special inspection will be subject to removal. - WELD/BASE-METAL FUSION. CONTINUOUS DURING PERIODICALLY DURING FTG._ FOOTING CRATER CROSS SECTION. VERIFICATION AND INSPECTION TASK TASK LISTED TASK LISTED GA._ GAUGE 7. Types of work requiring special inspection are: X - WELD PROFILES. X X 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X G.B_ GRADE BEAM WELD SIZE. 2. AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE G.0 GENERAL CONTRACTOR A.Structural steel elements of buildings and structures as required by AISC 360 as referenced in the - UNDERCUT. GALV. GALVANIZED • a licable buildin code,Exceptions are as follows: - POROSITY. FOLLOWING ARE INCOMPLIANCE: - PP 9 P HD'D. HEADED 9.1 Special Inspection of the steel fabrication process shall not be required where the X a. PROPORTIONS OF SITE-PREPARED MORTAR. -- X X d. ARC STRIKES. X HORIZ. HORIZONTAL fabricator does not perform any welding,thermal cutting or heating operation of any kind as X b. CONSTRUCTION OF MORTAR JOINTS. -- X - X e. BAREA. X I.F. INSIDE FACE part of the fabrication process.In such cases,the fabricator shall be required to submit t f. BACKING REMOVED AND WELD TABS REMOVED X C. GRADE AND SIZE OF PRESTRESSING TENDONS AND X INT. INTERIOR Drawn By: T8A detailed procedure for material control that demonstrates the fabricator's ability to maintain X X - ANCHORAGES J/B JOIST BEARING suitable records and procedures such that,at any time during the fabrication process,the RE REQUIRED). material specification,and grade for the main stress-carrying elements are capable of X REPAIR ACTIVITIES. X X d. LOCATION OF REINFORCEMENT,CONNECTORS. X JST._ JOIST Project No.: 14141.00 JT. JOINT being determined.Mill test reports shall be identifiable to the main stresscarrying elements X h. DOCUMENT ACCEPTANCE OR REJECTION OF X _ X e. PRESTRESSING TECHNIQUE. X _ WELDED JOINT OR MEMBER. k KIP when required by the approved construction documents. 3. PRIOR TO GROUTING,VERIFY THAT THE FOLLOWING ARE LG._ LONG 5. IN COMPLIANCE: L.L LIVE LOAD ' B.Steel construction other than structural steel as required by Table 2. I C.Concrete construction asrequired by applicable building code and Table 3.Exceptions are as ;SVA "Flitdr , )(F r ;k R )M c!n F /Fit W X a. GROUT SPACE. X (LLH)_ LONG LEG HORIZONTAL a L , ... .,S'k -I .._�. ,.r,_ FE.,,k.,_�I`i b. GRADE,TYPE,AND SIZE OF REINFORCEMENT AND LEV_ LONG LEG VERTICAL 9.1 follows:Isolated spread concrete footings of buildings three stories or less above grade plane that X ANCHOR BOLTS,AND PRESTRESSING TENDONS, -- X LW LONG WAY e;e ANDANCHORAGES. Ml MASONRY are fully supported on earth or rock. B. INSPECTIONS PRIOR TO BOLTING: MC MOMENT CONNECTION C. PLACEMENT OF REINFORCEMENT,CONNECTORS, 9.2 Nonstructural concrete slabs supported directly on the ground,than 1 0 prestressed slabs a. MANUFACTURERS CERTIFICATIONS AVAILABLE FOR X -- X MECH. MECHANICAL S>c X X -- AND ANCHORAGES. _ S•o on grade,where the effective prestress in the concrete is less than 150 psi. FASTENER MATERIALS. MFR._ MANUFACTURER m e e�=: 9.3 Concrete patios,driveways and sidewalks,on grade. b. FASTENERS MARKED IN ACCORDANCE WITH ASTM X d. PROPORTIONS OF SITE-PREPARED GROUT -- X MTL METAL w`"'3 D.Masonry construction as required in the applicable building code and Table 4,Level B. X REQUIREMENTS. X N NEW O m o 2` E.Special inspection for existing site soil conditions,during site preparation and fill placement,to C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL X e. CONSTRUCTION OF MORTAR JOINTS. X ( )- r :-a VERIFY DURING CONSTRUCTION ensure load-bearing requirements in compliance with applicable building code and Table 8 except X (GRADE,TYPE,BOLT LENGTH,IF THREADS ARE TO BE (I NOT IN CONTRACT N.S.. N 6 +a- X 4. NEAR SIDE p 8ao c as allowed in applicable buildingcode. EXCLUDED FROM SHEAR PLANE). X a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X NTS NOT TO SCALE •"Y ^c X d. PROPER BOLTING PROCEDURE SELECTED FOR _ X f• O.C. ON CENTER Oa s"�•. JOINT DETAIL. - O.F. OUTSIDE FACE e. CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE 0/0 OUT TO OUT a w�osO Qe^ X PAYING SURFACE CONDITION AND HOLE PREPARATION, -- X OPP._ OPPOSITE e u r IF SPECIFIED,MEET APPLICABLE REQUIREMENTS. X c. WELDING OF REINFORCEMENT. X PC PRECAST CONCRETE u_- f. PRE-INSTALLATION VERIFICATION TESTING BY d, PREPARATION,CONSTRUCTION,AND PROTECTION OF R PLATE N a=e o X INSTALLATION PERSONNEL OBSERVED AND X X MASONRY DURING COLD WEATHER(TEMPERATURE _ X PLCS._ PLACES 9af DOCUMENTED FOR FASTENER ASSEMBLIES AND BELOW 40-F)OR HOT WEATHER(TEMPERATURE P.S.F._ POUNDS/SQUARE FOOT •.Z`e METHODS USED. ABOVE 90-F). P.S.I. POUNDS/SQUARE INCH a e mo X g. PROPER STORAGE PROVIDED FOR BOLTS,NUTS, -- X X e. APPLICATION AND MEASUREMENT OF PRESTRESSING X -- RAD._ RADIUS e WASHERS AND OTHER FASTENER COMPONENTS. FORCE. R.D. ROOF DRAIN a°' 7, INSPECTIONS DURING BOLTING: X IPLACEMENT OF GROUT IS IN COMPLIANCE. X -- REINF, REINFORCING `- a. FASTENER ASSEMBLIES,OF SUITABLE CONDITION, REQ'U_ REQUIRED �m�g X PLACED IN ALL HOLES AND WASHERS(IF REQUIRED) -- X X 5. OBSERVE PREPARATION OF GROUT SPECIMENS,MORTAR -- X RET. RETAINING ARE POSITIONED AS REQUIRED. SPECIMENS,AND/OR PRISMS. SECT._ SECTION b. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR SIM. SIMILAR TO X TO THE PRETENSIONING OPERATION. -- X S,O.G._ SLAB ON GRADE C. FASTENER COMPONENT NOT TURNED BY THE WRENCH TABLE 6 SP,_ SPACES X PREVENTED FROM ROTATING. -- X REQUIRED VERIFICATION AND INSPECTION OF SOILS SQ SQUARE d. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH STIFF._ STIFFENER Q THE RCSC SPECIFICATION,PROGRESSING APPLICABLE CONTINUOUS DURING PERIODICALLY DURING STL. STEEL X SYSTEMATICALLY FROM THE MOST RIGID POINT TO THE X TO PROJECT VERIFICATION AND INSPECTION TASK TASK LISTED TASK LISTED STRUCT._ STRUCTURAL O FREE EDGES. X 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE SW SHORT WAY 8. INSPECTIONS AFTER BOLTING: TO ACHIEVE THE DESIGN BEARING CAPACITY. X SYM._ SYMMETRICAL a. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER T/ TOP OF X CONNECTIONS. X X DEPTH AND HAVE REACHED PROPER MATERIAL. _ X TYP. TYPICAL X 3. PERFORM CLASSIFICATION AND TESTING OF X UNO UNLESS NOTED OTHERWISE -- COMPACTED FILL MATERIALS. VERT._ VERTICAL TABLE 2 4. VERIFY USE OF PROPER MATERIALS,DENSITIES AND W.P. WORK POINT X LIFT THICKNESSES DURING PLACEMENT AND X _ W.W.F. WELDED WIRE FABRIC REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL COMPACTION OF COMPACTED FILL. W/ WITH APPLICABLE 5. PRIOR TO PLACEMENT OF CONTROLLED FILL,OBSERVE TO PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC I REFERENCED STANDARD X SUB-GRADE AND VERIFY THAT SITE HAS BEEN -- X 1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: PREPARED PROPERLY a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM MATERIAL X STANDARDS SPECIFIED IN THE APPROVAL -- X CONSTRUCTION DOCUMENTS SPECIFICATIONS lease X b. MANUFACTURER'S CERTIFIED TEST REPORTS - X - r 2. INSPECTION OF WELDING: X a. COLD-FORMED STEEL DECK: X 1) FLOOR AND ROOF DECK WELDS. X AWS D1.3 F IRI--S FEEL _- n LRiPIC TICH,ar , - eP r .,..G S ads IEEL Qi HER THAN M A 00. I� /� 2i REINFORCING STEFI_RESISTING FT FXURAL AND W AXIAL FORCES N NTlFRIM1,01ATE AND SPECI4LtAr MOMENT FRAMES,AND BOUNDARY EI EMEN'tS Or- -- - (n a. ON EC AL STRUCTURAL W'LLS 01'CONCRETE . AND SHEAR REINFORCEMENT. w Cr) HEAR RE'NFORCEMENT. X 00 A) OTHER REINFORCING STEEL - X o Y- a co a-J CAZ< LU w w z U3� III II MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (218) 223-3200 FAX (216) 223-3210 www.herschmanarchltects.com Thorson Baker;Associates GENERAL CONSULTING ENGINEERS NOTES 3030 Beet Streetsb..Road (330)659-8888 Ph, Richfield,Ohio 44286 (330)659-8875 Fax . QQo4�FQy�SiERN�/G FO A 13154 1 T 3 �1 ' 56 6.1 6.2" 9L TE OF tOP /• * 14S 24'-0" 43'-0" 40'-8" 43'-4" 40'-0"' OUTSIDE FACE OF12"CMU FOUNDATION PLAN 5" T-10" 3/32"=1'-0" w�nirumsni.of.ervios ere•ro. m p.nean4e end r " . h.perfe M Ners.hmen d th..fs, TAe ue I I NOTES: l mle a.elpn.na w....onen..n.n dppemenre for purpose.ptnar Roan FLOOR CONSTRUCTION:4"CONCRETE SLAB ON GRADE WITH ONE LAYER OF me epemh.pr.ls.e named nereh,le ADJACENT TENANT(N.LCJ arlahr prenleued wunwt exprsoed 6x8•W2.ixW2.1 W.W.F.PROVIDE 10 MIL VAPOR BARRIER AND 8"LAYER OF Naen.pnesm.t fa.—I cnellp. GRANULAR FILL BELOW SLAB(UNO). nrWWI. 20,00' 'l• �p 'w `� 39 I I 22.00' - TOP OF SLAB ELEVATION=O'•O",PROJECT DATUM ELEVATION=3622.00'USGS. Date Issue F - ELEVATIONS NOTED THUS(+X'-X")ARE TO TOP OF FOOTING REFERENCED Ob/Zf/14 FOUNDATION FROM SLAB ON GRADE ELEVATION(UNO). PERMIT `� .c 1• T w 07/03/14 PERMIT LL s TOP OF INTERIOR FOOTING ELEVATION=(1'-0")(UNO). TYP. 'IN sao p� y, TOP OF EXTERIOR FOOTING ELEVATION=(2'-0")(UNO). OT/14/14 BID ji LINE 2 \/ 'Y z q L I 5 TYP.AT 53.0 PILASTER LINE - CONTINUOUS FOOTINGS ARE MARKED THUS:WIDTH x DEPTH 0 -I/21/14 •ADDENDUM I ...................:....................j.....................I ..................j...................;................. ............... ................. ............... ............ ............... ............... ( TOP OF FTG. ) : .. PROVIDE(2)#4x3'-O"LONG AT ALL REENTRANT(CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE O O O AND ANY FLOOR DEPRESSIONS,UNDERFLOOR CONDUITS,DRAINS,ETC. N N N L ...•o+^�`\ ............. ........... °� ............. ................. ............. ............ ............... .............. SEE SHEETS S1.0&S1.1 FOR GENERAL NOTES. :A ........:....................i.................. ; ..................i.... ....p.; .... SEE SHEET 53.0 FOR TYPICAL DETAILS. yP yP MP-X DENOTES MASONRY PIER.SEE SHEET 53.0.PROVIDE DOWELS AND EXTEND REI'FORCING FULL HEIGHT OF WALL. W x24"D ONCRETE GRADE BEAM CAST AGAINST EARTH. .......................................:................. .®. ....................................:............... .®. .................................... ............. .Ef ..... ............... ......... _ BE PACE TIE C FOR 4 TIE 8 O.C. ENDS OF GRADE L.. GB-1 DE 40T 20' REINFORCE WI (5)#6 a BOT.W/#3 S 4" C.AT /b. 53.0 FOUNDATIONS ADJACENT TO EXISTING STRUCTURES SHALL BEAR ON UNDISTURBED SOIL AT THE SAME ELEVATION OF THE EXISTING FOOTINGS. l - XXX.XX' DENOTES PRESUMED FINISH GRADE AT LOCATION SHOWN.VERIFY VALUE WITH FINAL SITE PLAN AND NOTIFY ENGINEER OF ANY DISCREPANCIES. S4.0 ...............:.................... ....................................... ............... ................ ................ ................. ................. ............. ............... ............... COLUMN FOOTING SCHEDULE 3000 PSF MARK FOOTING SIZE REINFORCING T J CONIC. LENGTH x WIDTH x DEPTH STEM ' F4.0 4'-0"x4'-O"xi'-O" (4)-#5 E.W.BOT, 6 ..................:............................................................ ............... ................ ................ ................. ................. ............. ............... .............. Qy�+y - - - . ....... ..:.. 4.SA 4'-6„x5'-6"xi'-8" (5)-#5 E.W.BOT. '•"• F5.5 5'6"x4'6"x1'2" (6)-#5 E.W.BOT. s3.o . .....I. ................i.......... i i i - D.3 FS5A 5'6"x5'6„x1,-8„ (6) #5 E.W.BOT. 6"THICK DOCK SLAB qiA (B)-#5 s.W BOT. FB.Ox4.OA 6'-O"x4'-O"xT-8" (4)-#5 L.W.BOT. W/#4@12"O.C.E.W. �yy yy5 yyh vq F8.0x5.0 T-0"x5'-0"xi'-6" (8)-#5 S.W.SOT. CENTERED IN SLAB. — D.2 (5)-#5 LW.Bor, PROVIDE 6"LAYER Drawn By: TE)A OFGRANULAR FILL. .......................... ...... . ..................................... ............. ................................... ........... ............. ................ ............. ..................... ....... D :.. ,p 2 Project No.; 14141.00 �o\o FS L sao ....................:.......... — — o 4 g COL. 4 C.7 u'a W ..................:....................•.........................................:................. ................ ................ ................. ................. ............. ....... .............. CONC.STEM ..:.. ..:.. ...:.. ..�. Ni! m O ». ••..••;•••,...,,, SAWCUT CONTROL JOINTS z SEE TYPICAL DETAILw w= ' ON SHEET 830 v O•°_ • ............HEET � O . .....................................................................................................:.... .:....................:.....................:. ...... ............... .......................................... .,x C I 53.0 �+^ � •COL. 4 C2 >c�'a sa.6 ......................................................... ........... ............... ........... ........ ................. ............ ..... — — C a -. DIAMOND ROUND INFILL, SEE TY CAL INTERIOR COLUMN w TRENCH DRAIN, DETAIL ON SHEET 53,0 OC r 1a.U0' SEE TYPICAL DETAIL SS 0 m c ON SHEET S3:0 .cBO - o O LL <o, M sb............:....................y.....................:. ............... ................ ................ ................. ................. ............. ............... .............. 'pS "> B 6 MASONRY WALL REINFORCING PLAN NTS 2iA 20 W1 REINFORCED WITH 06 @ 40"O.C.(CENTERED) F.S. ........... q...:....... .(2)#4 x 3'-0��� .................................................. ...................I.................. ................ ................. ................. ............. ............... ............... 53.0 PILASTER J REENTRANT CORNER LINE 6 -W-2 REINFORCED WITH#6 @ 48"O.C.(CENTERED), 0 yP yP yP yP 1'-i" o 1 0 Qb. Qy. Qy. Qy. CONC. iR CONIC. STEM V STEM .................:............ .®. .................:....................:................. .®. ................:............... ..®. ................ ............ .®.. ......... ............... .............. Z TYP. 17 RPILASTER 54.0 .............. ............... ................. .............. ............ ............... ....... .LINE 1 .................:.............. . ...................3....................:................... ................ ............... .. p O O O O O TYP. 8 w N 54.0 c5 In DS ro v A C7 C7 C7 O ii r+�A ................................ :....................;.................. ............... .............. ............... .............. .......................................... ............... ............ ............... ...............y.. ZlA �y. 'tlq QyO v V yA fry q1,p (�y' L p[_2 co)cr3 00 u9 u?g 0r 9p .O 2.00' — A Q 6 u A+ o+ d J r ADJACENT TENANT(N.LC.) FEE=0'-0"=3622.00' .y Z Z O !m UF-CO I� MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (218) 223-3200 FAX (218) 223-3210 wwwAsrachmanarchltecta.oem Thorson,Baker Associates FOUNDATION CONSULTING ENGINEERS PLAN 1111 Weal Streelesprp Road (330)SSM688 Ph. Rlehfleld,Ohio 44288 (330)6SM675 Fax S n•O MASONRY 4e°PSG AFoy SPLICE TABLE 13154 REINFORCING 8" 12" 9L�9rF laaQo�r SIZE MASONRY MASONRY of #3 27" 27" VERTICAL WALL REINF. `' NE ROOF #4 36" 36"9; EACH SIDE OF JOINT SEE MASONRY WALL CONTROL JOINT-PROVIDE SEALANT WITH BACKING o.alon•na oon•truotbn tlooumame BOND BEAMS SEE SECTIONS #5 45" 45" ELEVATION FOR BAR ROD(SEE ARCH.) in aonnanost.oatr.mN.inbm.n.w..rty AND MASONRY WALL ELEVATION SIZE 8 QUANTITY #6 54" 54" pr III."81•n nrohns, Tns u•n or 1. hel for•m mee.oo w otion In., MASONRY WALL REFER TO ARCH.DWGS. tlooum•nle ror purpoaee h rhen lM•pecllb prolspt n•motl heraln le SEE SECTIONS FOR #7 63" 63" w�inen noneelnitlprnremn•m cn II DETAILS AT ROOF REINFORCEMENT TO BE FULL CORNER BARS TO MATCH Ar....o. HEIGHT.SEE MASONRY SPLICE SIZE&SPACING OF TABLE FOR LAP LENGTHS HORIZ.REINFORCING Date Issue Ob/27/14 FOUNDATION PERMIT • DO NOT CONTINUE CONTROL JOINT THRU BOND BEAM ROOF. O7/03/14 PERMIT INTERMEDIATE REINFORCED MASONRY WALL ELEVATION SCORE MASONRY AT ROOF BOND BEAM.REINFORCEMENT IN ovlaaa •B1v NOTES: ROOF BOND BEAM TO BE CONTINUOUS ACROSS SCORED JOINT. VERTICAL REINFORCING: SEE MASONRY WALL COORDINATE LOCATIONS WITH ARCHITECTURAL ELEVATIONS 7/21,14 •ADDENEDUM 1 PROVIDE TYPICAL REINFORCING SHOWN IN TYPICAL WALL SECTION. REINFORCING PLAN ON - ALL VERTICAL BARS SPECIFIED BELOW ARE#6 BARS UNO. SHEETS2.0 MASONRY CONTROL JOINT PROVIDE(2)BARS FULL HEIGHT AT EACH SIDE OF WALL OPENING UNLESS SHOWN ON PLAN SEE MAS.SPLICE SEE MAS.SPLICE SPACE @ 25'-0"O.C.MAX. REINFORCING TO CLEAR END OF LINTEL. SEE MASONRY WALL FOR LAP,TYP. FOR LAP,TVP. - PROVIDE(1)BARAT EACH CORNER. SEE NRY PROVIDE(1)BAR AT EACH SIDE OF A CONTROL JOINT. DETAILS PROVIDE(1)BAR WITHIN 8"OF ENDS OF WALLS. TOP OF WALL OR ALL VERTICAL BARS SHALL HAVE DOWELS TO MATCH. JOIST BEARING LINE 3'-0"MIN. BOND BEAM REINFORCING HORIZONTAL REINFORCING: LAP SEE WALL SECTIONS AND PROVIDE HORIZONTAL JOINT REINFORCING GALVANIZED 9 GA.SIDE AND CROSS RODS SPACED @ TOP OF SLAB DOWELS T-MATCH SIZE MASONRY WALL ELEVATION 16"O.C.VERTICALLY,LADDER TYPE. FINISH DOWELS TO MATCH SIZE PROVIDE(2)#4 AT THE TOP&BOTTOM OF ALL OPENINGS 1'4"OR LARGER.EXTEND 24"OR 40db GRADE &SPACING OF &SPACING OF HORIZ.REINFORCING WHICHEVER IS GREATER PAST THE EDGE OF OPENING, HORIZ.REINFORCING } GENERAL: LAP LENGTHS SHALL COMPLY W/MASONRY SPLICE TABLE. SEE FOUNDATION - REINFORCING SHALL BE COORDINATED W/ARCHITECTURAL ELEVATIONS,PLANS&DETAILS. SECTIONS MASONRY PIERS SHALL BE SIZED AND LOCATED AS DETAILED ON THE PLANS. FOR DETAILS - FOR CONDITIONS AT BEAM BEARINGS AND LINTELS SEE TYPICAL DETAILS. SINGLE LAYER REINFORCING TWO LAYER REINFORCING - PROVIDE BOND BEAMS AS SHOWN IN SECTIONS. TYPICAL WALL SECTION TYPICAL MASONRY WALL REINF. DETAILS TYPICAL BOND BEAM LAP AT CHANGE IN BOND BEAM ELEVATION NOTE.PROVIDE MINIMUM 8"DEEP BOND BEAM 8"MIN. 8"MIN. „ 2"COMPRESSIBLE • 1/8 WIDE x T/4"DEEP LFILLER SA'WCUT (2)#4 SEE TABLE °6"`.9 GENERAL NOTES 7-0-� [(2)#6 TRENCH DRAIN I— ° ° • q ° q Drawn By: TDA SEE ARCH. i •q. Project No, 14141.00 0 0 0 0 0 O vi Ja 4 • VAPOR BARRIER 2 I °e AR FILL e SEE PLAN NOTES L (2)#5 BOT. LA 1 • " s a TYP.REINF. n SEE P Z 1 L g-° 8 CONTROL JOINT SEE GENERAL NOTES 61 FOR BAR CLEARANCES #4@12" r2 BRG.PL °g u v x (SEE PLAN FOR LOCATIONS) (4)#5 �"g TYPICAL DETAIL AT TYPICAL TRENCH DRAIN DETAIL STEEL lN7EL N c�En•° MECHANICAL LINE PENETRATION 1/2"xl8"SMOOTH ROD @ 24"O.C. GREASE ONE END 2' -0" COAT JOINT WITH (2)#4 xT4'LG. GROUTED SOLID a+i BOND BREAKER SEE TABLE w :�• e•Y Na_w GENERAL NOTES 3 O S• MP2.OA z O ¢ U O ANCHOR RODS,SEE TYPICAL z 0 ISl (9)#5 a O DIAMOND OR ANCHOR ROD DETAIL, BASE PL 0 !n Y`; •Es VAPOR BARRIER ROUND INFILL I TYPICAL BASE PLATE DETAILS 3T GRANULAR FILL I AND COLUMN SCHEDULE DISCONTINUOUS CONTROL JOINT IF CONTROL JOINT OR SEE PLAN NOTES CONSTRUCTION JOINT BOND BREAKER I TOP OF SLAB SEE PLAN FOR ELEV. C REINF.MAY BE OMITTED CONSTRUCTION JOINT i I a d w z • d @)E ENTRANT o a (2)#4 x3'-0"LG. { i CORNERS Nr MP3.4 " • ° 4 . 2'_0" w o • °•: .'. da. d S .... .. BRG.R FOUNDATION,PIER, U (10)#5 N Z tt PILE CAP,ETC. 6 ° • ° O O HEAVY HEX NUT WITH EL �•R) q z V z OVERSIZED WASHER. g w TACK WELD TO ROD. PROVIDE CONSTRUCTION OR • a i- w CONTROL JOINT AT ---- R • ° w REINFORCING EQUAL EQUAL O U ALL DOOR WAYS,TYP. �. °a iv rn SEE SCHEDULE w s a w TYPICAL ANCHOR ROD DETAIL a 1 q q SEE SCHEDULE 3 (A36 ANCHOR RODS) RE-ENTRANT CORNERS 3,�„ U 2 — • CONTRACTOR MAY USE LEVELING NUTS OR LEVELING PLATES AT - SEETABLEFOR w CONTRACTORS OPTION. TYPICAL REENTRANT AND DISCONTINUOUS MP3.4A BAR CLEARANCES rn AN INCREASE IN GROUT THICKNESS FOR LARGE BASE PLATES IS CONTROL JOINT SLAB REINFORCING PERMISSABLE IF APPROVED BY THE ENGINEER.COORDINATION FOOTING STEP DETAIL TYPICAL INTERIOR COLUMN FOOTING DUE To INCREASE IN GROUT THICKNESS FOR OTHER TRADES IS TYPICAL MASONRY PIERS THE RESPONSIBILITY OF THE CONTRACTOR. IL 6 i LADDER REINF. CIO�I C M a' 00 Y 9 avi" 8" 1'-0" 1'-0" OUTSIDE FACE a J r OF CMU I Z Q SEE TYPICAL WALL MASONRY W/BRICK TYP.3-SIDES ILL REINFORCING DETAILS (4)314"0 ANCHOR EXTEND HORIZ.LADDER REINF.INTO O RODS,SEE TYP. PILASTERS @ RETURN BEYOND,TYP. 2'-0" WINDOW DETAIL (4)#6 VERT. 2 3/4"CONC.SLAB W/#4 @ 9"O.C. PREMOLDED 3/4"CHAMFER CORNER SEE ARCH. (2)#4 CONT. I GROUT MASONRY SEE TYPICAL WALL REINF. W/MATCHING DOWELS Z O COORD.W/ARCH. JOINT FILLER Q Q E.W.BOT.ON 1 5/16"x26GA.FORM SOLID DETAIL ON SHEET S3.0 V 4'-6"MAX. DECK(4"TOTAL SLAB THICKNESS) #4 @ 12"O.C. PREMOLDED DIAMOND INFILL GROUT SOLID TO TOP OF SLAB SIDEWALK OR JOINT FILLER I PREMOLDED PREMOLDED FINISH FLOOR PREMOLDED JOINT FILLER SEE PLAN FINISH GRADE TOP OF SLAB BOND BREAKER JOINT FILLER JOINT FILLER PREMOLDED JOINT FILLER SIDEWALK,SEE CIVIL SEE CIVIL SEE PLAN SIDEWALK WALL BEYOND ° ° 4"MIN.GRANULAR TOP OF SLAB #4 x6'-0"LG, TOP OF SLAB SEE ARCH.DWGS. SIDEWALK SEE #4 x8'-0"LG. SIDEWALK n @ FILL,SEE ARCH. ( SEE PLAN ARCH.DWG.. 12"O.C. AND CIVIL SEE PLAN I @ 12"O.C. #4 x4'-0"LG. z "' SLOPE DOWN @ 12"O.C. a #4 @ 12"O.C. w °� vi w z q �n � Rma oo ° q • zz X z g- 4 6AIR EQi EQ ¢ a z GROUT F SOLID N w w g yBELOW FINISH FLOOR 5 r z rn a #4 @ 12"O.C_'/ w z F O 3 a #4 @ 24" O q ° h m I w ~O E.W.,E.F. o ? - O X EQ. EQ. rn •a 6" wn _ �w 2'-0" #4@12'O.C. #4 DOWELS '4 LL z �' w ¢ ; c, W °rt q� o " W LL - LL E.W.,E.F. .• 12"O.C. -" a 4 � ' w o _ - w HAELCRISLIP p m #4@12" 4 w y z 4 � g ' . ADD'L#S CONT. MIC 2'-0" N ga w zQ a e w y. I• @ BUMPOUTS A R C H I T E C T w #4 @ 12"O.C. 25001 EMERY ROAD,SUITE 400 `4 cwi w E.W.,E.F. . i (2)#5 CONT, m ° °a q CLEVELAND, OH 44128 (2)#5 CONT (2)#5 CONT. 5 TEL (216) 223-3200 .EE PLAN CONT.WALL FTG. 1'-4"TYP. (2)#S CONT. TRANSVERSE FAX (216) 223-3210 3 SIDES " SEE PLAN SEE SCHEDULE • SEE PLAN #5 @ 12"O.C. www.herschmanarchilects.com E EXTERIOR WALL FOOTING i SEE PLAN ATBUMPOUTS ", Thorson.Baker:Associates SECTIONS SECTION SECTION SECTION SECTION , SECTION CONSULTING ENGINEERS & DETAILS 3,�4"=1'-0" - 3030 Ohio 44286 Road (3M)659E66b Ph. S 3•O 112"-1'0" - 3/4"=1'-0" - 3/4"=V-0" - 3/4-1'-0" 303Richfield,Ohleetabo (3W)6596688 Fax MAL G S T Eq'G'y 13154I O Ni ,zo 9L/qPf OF\OF 2 C. N L3x3 LACING (4-SIDES TYP.) and ° 1-D to liner— nacre,rlvlo as,given In egnrldano,and ramaln inn property COL.HSS6x6 or Haraohman Arcd-tit. The ues PRE-ENGINEERED BOND BREAKER SEE TYPICAL WALL r this assign and inese opneM1u°ilen REINF.DETAIL ON eooumeme for pwpoeea In.,than COL.HSS6x6 #4 TOP OFF SLAB SHEET S3.0 � SEE TYP.MASONRY tb ape pro tilhid r nomad brew b ENTRANCE FEATURE, ths, t m,praa wanooa aaproeesd I BY VENDER#8 WALL REINF.DETAIL GALV.C8x11.5'D or mt.aonaenr or Mlohul Crlellp. 3'-O" SEE PLAN #4 12"O.C. 2"0x8"LG.HD'D Ar onut. ON SHEET 53.0 MASONRY BRICK TIES I 1'-10"x2'-0"CONC.PIER STUDS @ 16"O.C. @ 18"O.C.HORIZ.& W/10-#8 V TIES i� 2'-0" ( ) ( ) SEE ARCH,FOR EDGE Date Issue VERT.SPACING TYP. I TOP OF SLAB 2'-0" @ 12"O.C.(2 @TOP.) SEE PLAN CHANNEL 8 BUMPER ob/27�4 PERMIT TION REQUIREMENTS T/PIER=(-V-4") PREMOLDED I 4 BRACE WALL AS - - OT/03/14 PERMIT ABOVE FINISH FLOOR JOINTFILLER I I '° • 0 °' REQ'D UNTIL FLOOR GROUT • °.I SLAB IS PLACED q" #4x8'-0"O BRACE WALLAS OTA4/14 BID SIDEWALK SEE SOLID . #4x8'-0"@BRACE WALL AS ARCH.DWGS. TO FINISH I as . r ISOLATION SIDEWALK q #4 x8-D"LG. 12"O.C. T. REQ'D UNTIL FLOOR FLOOR n JOINT FILLER SEE ARCH.DWG 2"O.C.BOT. U OT O 0 REQUIRED UNTIL U SLAB IS PLACED U Q 7/21/14 •ADDENDUM 1 FLOOR SLAB IS PLACED FIN.FLOOR — § w PREMOLDED • z a a PREMOLDED < n #4 @ 12"E.W. JOINT FILLER wn z PREMOLDED Oww g JOINT FILLER g JOINT FILLER as 4 ' a w EA.FACE a DOCK SLAB w 1�.q�� DOCK SLAB OR w DOCK SLAB w III I N #4 @12"O.C.E.W.E.F. SEE PLAN y FINISH GRADE N E.W.@ E.F. SEE PLAN w a as W/MATCHING DOWELS .4 4 a 2'4" w z F w 1'43"LAP w • 4 0 g 0 o ad TYP. �o U z �' r` EQ.. EQ. ° z Z r EQ. Ell, z F- EQ EQ. z F • .41 4 NO ca NO 4 w w LL W LLas 4 4 w o w rw o w z w o w z CONT.2"x4 w w g CONT.2"x4 w g KEY,TYP. y d N a KEY,TYP. N a 4 as (4)3/4"0 ANCHOR RODS REINFORCING (TYP.)SEE TYPICAL SEE SCHEDULE (2)#5 CONT. SEE PLAN SEE PLAN (3)#5 CONT. SEE PLAN so (2)#5 CONT. • ANCHOR ROD DETAIL SEE PLAN ON SHEET 53.0 SECTION SECTION SECTION SECTION as 3/4„=11A„ V2_1 G�� 1/2„=1,-0" 1/2"=V-0" as st 1 • 12"MAS.WALL 2 Drawn By: TSA TNVALL #5 @ 24"O.C. 1,"0„ Project No.: 14141.00 SEE ARCH. HORIZ.JOINT REINF. SEE TYPICAL WALL g a @ 16"O.C.SEE REINFORCING DETAILS 3 s GROUT REINFORCED GENERAL NOTES CORES SOLID F F TNVALL EL.(SEE ARCH.) PREMOLDED a '/FINISH CONC.PAD JOINT FILLER )R FINISH GRADE TOP OF SLAB A A - xs (2)-#4 CONT. SEE PLAN Jr�SEE w F�\\1 0) 7;-oe EACH FACE 4 4 PLAN PLAN c~ii o o OFg BOND BREAKER BOND BREAKER w e Sa SEE TYPICAL WALL a<< ` TOP OF SLAB TOP OF SLAB O 2"0 PLASTIC PIPE WEEP co e, SEE PLAN REINFORCING DETAILS SEE PLAN SEE TYPICAL WALL i E sa 2 1N.TE. HOLES @ 10'-O"O.C. w PAVEMENT OR 1. I REINFORCING DETAILS w`• a o �d 4 FINISH GRADE #4 @ 18"O.C. #4 @ 18"O.C. o 3 8 F. SEE CIVIL 3'-0" 3',0" LL °.E PREMOLDED JOINT FILLER z 4 § § N``o�t` g #4 12"O.C.E.W.E.F. #4x8'-O"LONG #4x8'-O"LONG a F 9i£ #5 @ 12"ODOCK SLAB w W/M@ATCHING DOWELS @ 12"O.C. N @ 12"O.C. EACH WAYSEE PLAN � g g e S SS_ n SEE GE a Z ° ° FOR LA . 5 g O + 8 z d- ° a EXTEND GRADE BEAM REINF. Z w #4 @ 12"O.C. N #4 @ 12"O.C. ti w z F w ° w 4 ° LAP 18" i z @4. z THRU MASONRY PIER FTG. #4 @ 12„ 4' '4 w #4 17.,'(8)#5 CONT, w EQ. EQ, 0z N LL g E.W.E.F SEE SCHEDULE E.W.E.F. a. AS SHOWN rn °` '4 I FOR REINFORCING 4' w U V/ Z ° W m 41�•'. I 4 < O O a ° 4 4 w rr w (2)#5 I FUTURE ADJACENT w g I �• °.4 II,,,///���FUTURE ADJACENT 2'-0" 1-0' 1'-0" SECTION 5 2 L vwwi ° w ro a CONT. n n BUILDING ro a I BUILDING 0 1'-4" SECTION 6 SEE GENERAL NOTES 6 (2)#4 CONT. L MIN. Z z O FOR BAR CLEARANCES (2)#S CONT. w w m w 38"LAP SEE PLAN ~O SEE PLAN SEE PLAN rR SECTION Z X Z V vz'=r-o' 0 EXTERIOR WALL FOOTING GRADE BEAM SECTION SECTION A N ° N p SEE PLAN SECTION Z -___ __________- SECTION y LADDER REINF. �I L O V) I/_^T O EXTEND HORIZ.LADDER REINF.INTO (4)#6 VERT. w M PILASTERS @ RETURN BEYOND,TYP, W/MATCHING DOWELS Cr) 300 Y� SEE TYPICAL WALL INF. DETAIL ON SHEET 53.0 GROUT SOLID TO p-0^ P ED FINISH FLOOR §F_ Q C(O JOINTINT FILL 2'-0" HANDRAIL.PROVIDE d J T SLEEVES OR CORE #4 9 O.C. TOP OF SLAB n 2'-0" IN CONCRETE FOR @ Z Q SEE PLAN MASONRY WIBRICK NP.3-SIDESLL § HANDRAIL.PROVIDE RAILING,SEE ARCH, BROOM FINISH 0W WALL #4 @ 12"O.C. SLEEVES OR CORE SLOPE Z cc BEYOND #4 FI 9"O.C. IN CONCRETE FOR = #4 NOSING SEE ARCH.FOR TREAD Z O O.C. PREMOLDED BROOM FINISH RAILING,SEE ARCH. '4 TYP, AND RISER QUANTITY Q Q JOINT FILLER SLOPE #4 @ 12 AND DIMENSIONS x PREMOLDED JOINT FILLER ,4 #4 @ 12"O.C. h'� fib.. 4 • PAVEMENT OR FINISH GRADE >_ #4 @ 9"O.C. \l w SEE CIVIL #4x6'-0"LONG SIDEWALK OR O E.W. y I§ N cMlACl.DFI"KEY w SIDEWALK OR @ 12"O.C. � y�,yFINISH GRADE wFINISH GRADE #4 @ 8" 2 SEE CIVIL SEE CIVIL °4 . GROUT MASONRY SOLID 8"CONCRETE WALL J B EA.SIDE.PROVIDE .4o BELOW FINISH FLOOR z F #4@12"O.C.E.W. 6„ o ro CENTERED IN WALL-- '4 TIFOOTING ---- E O @ 8"O.C. TIFOOTING m ry FOOTING SEE PLAN w w FOOTINGSEE PLANADO'L#5 CONT. (3)SIDES 4CON (3)SIDESz I @ BUMPOUTS SEE SECTION 8 ON THIS TYP. CONT TYP 4 CONT wrlrvSHEET FOR ADD'L.INFO °� In ----- ,.. MICHAEL CRISLIP n n ------ EQ. 8" EQ.J do ARCHITE T EQ. 8" EQ. 25001 EMERY ROAD,SUITE 400 CONT.WALL FTG. SEE SEE CLEVELAND, OH 44128 SEE PLAN TRANSVERSE PLAN PLAN TEL (216) 223-3200 #5 @ 12"O.C. FAX (216) 223-3210 SEE PLAN ATBUMPOUTS www.herschmanarchitacts.com SECTION SECTION SECTION Thorson SECTIONS 11 1/'1"-1'-0" 1/2"=1'-0" C ON S U INCBaker C Ass ociates E�E�R S & DETAILS 3030 West h,,4sbpro Road (330)8596888 Ph. •O 3030 l e Ohio 44286 (3301859E8T5 Fax QQ���QE OS ifgf4�F` 1 2 3 a s s 6.1 6.2 13154 167'0" � O N.• q q R- 9Lj l f OF V0F' ao'-e" 43'4" ao'-o" O NEB I I I I 5" II I Z-10„ ROOF FRAMING PLAN Y q W W Y V�V 3/32"=l'-0" ma�mania orr.. loe oa.Iea a aet.uon aooam.m. II m II or ecr.1-ft.eT^a ven NOTES Her lnm A : midad. ad ra d.ln Ina Kd"N, NN of MH de.Idn end these c• .atlon w w w s` w w w aooPal.nl.ror Porvo.ee otner Ines - ROOF CONSTRUCTION:1 1/2"x22GA.WIDE RIB DECK(TYPE B)WELDED TO SUPPORT me epsaso nrMal nem•d naraln le I .triotly Pronl•ieed.Illy aure...d I I I I it I STEEL,SEE TYPICAL ROOF DECK CONNECTION SCHEDULE.MINIMUM 3-SPAN Britten oon-M or Mmneal QrialiP, m m GRILLAGE BEAM m m m CONDITION(UNO). AronliePl. W8x31 x3'-0"LG. TYP,@ J.G.BRG. - J/BRG.=ROOF JOIST BEARING ELEVATION REFERENCED FROM SLAB ON GRADE Date Issue ELEVATION OF 0'-0". O6/TI/14 FOLAIDATION F ROOF BEAM ELEVATION NOTED THUS(3)INDICATE TOP OF BEAM ABOVE OR BELOW PERMIT - J/BRG.ELEVATION NOTED. O7103/14 a PERMIT dddlU - PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE(UNO). Y Y SEE TYPICAL DETAIL ON S6.0. 01/14/14 •BID +0.3K I - PROVIDE ADDITIONAL ROW OF BRIDGING AT 1st PANEL POINT OF ALL JOISTS ® MC6x12 ON TOP OF DECK. Y SUBJECTED TO NET UPLIFT LOADING-SEE GENERAL NOTES. +0.3K TYPICAL AT MECH.UNITS. - COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL AND RTU-9 n SEE DETAIL ON SHEET S6.0, m v 1 MECHANICAL DRAWINGS.SEE SHEET S6.0 FOR TYPICAL OPENING DETAIL. 1200# w ss.a +0AK +0.6K O I - SEE SHEET S1.0 FOR GENERAL NOTES. a x U c2 RTU-7 m 10 - SEE SHEET S6.0 FOR TYPICAL DETAILS. $ 1750# ry +0.6K ®� N +0 BK - L-X DENOTES STEEL LINTELS.COORDINATE WITH STRUCTURAL AND ARCHITECTURAL ID RTU-3 SECTIONS.SEE GENERAL NOTES ON SHEET Sl O FOR MISC.LINTELS. • +1.3K 2700# I I - JOISTS ARE DESIGNED TO SUPPORT EQUIPMENT INDICATED ON PLAN,IF EQUIPMENT LOCATION VARIES OR WEIGHT EXCEEDS THAT NOTED THEN NOTIFY ENGINEER. 1_p PROVIDE ANGLE FRAMING AT CMU DUCT OPENING.SEE TYPICAL -All Q 1.3K AT MECH.UNITS.GENERAL CONTRACTOR TO COORDINATE I I COLUMN SCHEDULE EXACT DIM RODS ENSIONS 8 'S MECHANICAL CONTRACTOR. MARK COLUMN SIZE BASE PLATE TYPE ANCHOR N C-1 HSS8x8xl/4 PL3/4"xl4"xt'-2" I (4)3/4"0 C-2 HSS8x8x3/8 PL3/4"xl4"xl'-2" I (4)3/4"0 C-3 HSS6x6xl/4 PL3/4"xl2"xl'-O" w I C4 HSS3x3x5/18 PL3/4"x4"xO'-4" II (1)3/4"0 EXP.ANCHOR y Y li o • SEE SHEET S8.0 FOR TYPICAL COLUMN BASE PLATES. a Y a • SEE SHEET 53.0 FOR TYPICAL ANCHOR ROD DETAIL. Z � n' $ w LB I I h +0.8K +0.3K �� G(�Q N BEARING PLATE SCHEDULE wl6x40(+2 vz") epexlo �IQ' D.3 MARK PLATE SIZE 58.0 RTU-6 n Q. g p - - n BP8x10 PL1/2"x8"xO'-10"W/(2)112"0 x8"HD'D STUDS +o.BK 1750# ® Se.o W18x4O(+21/2") L S7.0 - - D.2 G J� I S5.o rBPBx10 p Q 28K$P1 I �- C HSS LINTEL- - �fBWR By: TB/1 IL= D I I - Protect No.: 14141.00 _ 0.7K I .� a RTU-2 I I y 2900# +1.3K I� m I c I W16X26+BOT.PL.3/8"(GALV.) ®® N I •� I LINTEL BELOW Y Y U +1.3K I I 3aja _ SAS•• z z a I 0 0 I sg.o v �5"••" Z =gebo w 0 SEE TYP.INTERMEDIATE I VESTIBULE 8 CANOPY � .E i; S COLUMN ATTACHMENT W. mg'S� DETAILS ON S6.0 FOR c, (BELOW)SEE FRAMING w E a BRACING SIZES.TYP. I PLAN ON THIS SHEET O=€lj 2 m Y (2)LOCATIONS. I -I - - (,.2 ++0 C.a3KK o +0.3K (BEAMS @ 21/2 LOT.PL.3/8"(GAIN.) °? 6 wJI-LWINITEL BELOW RTU-5 BPBx10 175# u„e$o e€ I C- - - n=co;• W8x24+BOT. ` (TO I.F.OF C12) $o-o° PL 5/18(GALV.) W18x40(+2 1/2") BP8x10 p`o_ s L 2 - - - B.9 C12x2o.7 = se.o W18x40(12 1/2") s7.0 e B e B S5.o HSS16x8x5/l6+CONT, - w B.8 BOT.PL.1/2"(LO) - 3 SIM.- TYP. BPDX10 S8.0 D SB 0 -I L.X z m A ? a^J � ry C.9 SSx Q Q +0AK C.7 0 p C� 58.0 e 1 +o,eK°o �' HANGER ROD,TYP C•6 O CMU RTU-8 2 META6"x16GAL .LT. LOCATIONS) /R JOISTS v 1750# 18"O.C. ? a B w z 2700# L a +0.8K +0.3K +1.3K2 .0U t+ 58.0 v Z58.0 RTU-4 ® U m ®® L 0 1 a 1750# Y w S6.0 U U h +0.8K +0.3K U +1.3K co a C.3 Iq O� ! HSS6x3xl/4 L a 9_p j O! Se 0 O Y CO L9 c7 CMU ^ SEE TYPICAL TUBE TO TUBE - 1.1� DETAIL ON 58.0 -y E9 r 58.0 HAND C coY� T N co O M SP8x10 HIS 6x8x5/16+CONT. _ LLI(7 C12x20.7 YA o� VESTIBULE & CANOPY FRAMING PLAN a co m ROOF HATCH GRILLAGE BEAM "o x3 v SEE TYPICAL ROOF rR N Q OPNG DETAIL W8x31 '-0"LG. Z ON S6.0 TYP.@ J.G.BRG. NOTES: O LU LL CANOPY CONSTRUCTION:1 1/2"22GA.WIDE RIB DECK(TYPE B)WELDED >-Z cc m TO SUPPORT STEEL,SEE TYPICAL ROOF DECK CONNECTION SCHEDULE TYPE A ON THIS SHEET.MINIMUM 3-SPAN CONDITION(UNO). Q�0 DL=I17 PLF - BOTTOM OF CANOPY STEEL=+10'-11/2"(UNO). V co LL-380 PLF DL=117 PLF LL=146 PLF END PLI/4" 12"CMU SLOT ASS KNIFE PL3/8" TYPICAL ROOF DECK CONNECTION SCHEDULE s" 7" ins KNIFE PL W/3"LG.HORIZ.SLOTTED , B f�I�J�T HOLES @ THRU BOLTS ATTACHMENT g �J MARK PERPENDICULAR PARALLEL 6 CAP POW 3SIDES 3/4"O THRU BOLT , SEAMS a^ HAND TIGHTEN I, TO SUPPORT TO SUPPORT @ COL Hsslsxe 26KSP1 8 BURR THREADS, PUDDLE WELD AT 12"O.C. (1)3/4"0 REQ'D @ A PUDDLE WELD AT 12"O.C. (1)#10 TEK SCREW PER SPAN 30KSP1 2 //--�� (36/4 PATTERN) � - J HSS8x8 LINTEL B PUDDLE WELD AT 12" pUDDLEWELDATI2"O.C. (2)# 11-SCREWSPERSPAN S60 MICHAELCRISLIP (36/4 PATTERN) A DL=117 PLF A R C H I T E C T LL=380 PLF NOTES: DL=717 PLF HSSB%3 LL•146 PLF SEE PLAN BRG.PL DO NOT WELD HISS 25001 EMERY ROAD,SLATE 400 ALL PUDDLE WELDS TO BE 5/8"0 FUSION TYPE(UNO). TO BRG.PL CLEVELAND, OH 44128 WELDS TO BE MADE FOLLOWING AWS DI.3 SPECIFICATIONS BY QUALIFIED WELDING OPERATORS. TEL (218) 223-3200 HSS18x8 FAX 1216) 223-3210 ALL DECK END LAPS TO BE A MINIMUM OF 2". 1 V-6„ HSS8x4 W/BOT.PL WwW.hef80tlmeMfohlte01e.00m SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDS REQUIRED. SEE PLAN e 1 Thorson Baker Associates ROOF FRAMING 16KSP1 DETAIL A DETAIL B DETAIL 303 West St asbohoRoW CONSULTING ENGINEERS 59E5 Ph PLAN -0" 1112"-1'-0" - Richfield,Ohio 44285 (330)659-6675 Fax S5.0 •O S%\ONAL Fy 4Qp Q.�G1STfy�,'S� JOIST L REINFORCEMENT REQ'D '13154 ERECTION BOLTS BY STEEL SUPPLIER TYP ERECTION BOLTS TYP. BY STEEL SUPPLIER WHEN GREATER THAN 8" 9 METAL DECK PROVIDE TIONTHRU PL TIFF 1/4 2" K-SERIES-118 2" ME STEELTAIL SUPPLIER 9G/�r�OF COORDINATE WITH (, NE� PL IS GREATHER THAN 3" T&B / JOIST SUPPLIER -------- — — TYP.KSERIES 1/4 g�� 1/8 2 HORIZONTAL MAX // Demon ena oonetrmnon aoament• IF POST IS I ee Instrument•of esrm,e are pNsn METAL DECK WIDER THAN BEAM 1/4 TOP&BOA. // m Bonn=.na remmn in.prapwy BRIDGING L4x4x1/4 of tna•ae ipn qa Mesa 01M.t•ee—Ion g POST&BEAM \J \/ DIAGONAL / roe•railp•mno preleet n•m•a—In le OF EQUAL BEAM WIDTH I I X'BRIDGING TMP aooumaroe for oereoeee omar Men I MIN. I\ erltten oonesnt of Mlon•m cnenn, CAP PL3/4" TWO BAYS qr,M a D eNbltea•bneet-pressed \\Y[/ SHOP INSTALLED REINFORCING DE T ERECTION SEAT WASHER& REINFORCING DETAIL i o o _ \� \� (2)NUTS Data ISSUa 6"MIN. I (ALTERNATE LOCATION) (\ HANGER ROD& Z III = /I t /\ = CARRIER BY MECH. 06�� SITTIOR I I CONTRACTOR ADO NOT WELD j j PIPE HANGER CONN. DETAIL TYP, OUTSIDE FACE OF BUILDIN I G 7 �T/�n4 •F5iM1T 0 0 3/16 III OR OPENING,ETC. O-I/14/14 •BID PLB"x6"MIN.W/13/18"0 DO NOT WE HOLES.CHORD.PLATE TUBE COLUMN WELD BRACE SHOP INSTALLED ERECTION SEAT SEE STEEL JOIST INSTITUTE FOR NUMBER THICKNESS W/JOIST L2x2xl/4 BOTTOM CHORD EA.END (ANGLE REMOVED TO COMPLETE OF ROWS OF BRIDGING PER BAY.JOIST PLATE THIC PL W/ THIC3/16"KO KNESS HOLES W/JOIST CHORD. TYP. NOTE: SUPPLIER. BRACE AS REQUIRED BY FIELD WELDING) SUPPLIER TO PROVIDE ADDITIONAL ROWS L REINFORCEMENT REQ'D BOLT TOP CHORD OF JOIST TO SUPPORT STEEL. JOIST GIRDER SUPPLIER OF BRIDGING AS REQ'D.FOR UPLIFT. WHEN GREATER THAN 6" GIRDER SUPPLIER. 3/16 TUBE PLUMB BUILDING.FIELD WELD TOP CHORD TO LIMIT L/R OF BOTTOM COLUMN AS INDICATED. CHORD TO 240 BETWEEN ALL TUBE TO TUBE CONNECTIONS BRACE POINTS OR FOR TYPICAL JOIST GIRDER TO BE WELDED ALL AROUND,UNO UPLIFT AS REQUIRED TYPICAL JOIST GIRDER TO TYPICAL JOIST TO COLUMN TYP TYP COLUMN CONNECTION DETAIL - ROOF CONNECTION DETAIL - ROOF BOTTOM CHORD BRACE TYPICAL TUBE TO TUBE CONNECTION MAA X, � e/ P. L11/2xL11/2x3/16 5'-0" EA,SIDE STEEL SHIMS AT 2'-0"O.C. MECH.UNIT CURB.SEE MECH. (NOT REQUIRED IF TAPERED DRAWINGS.FASTEN MECH.UNIT UNISTRUT P1000 HS.CLAMP is CURBS ARE PROVIDED, CURB IN CHANNEL W MECH. BIKE LIFT SUPPORT,SEE ARCH. TO EACH JOIST CHORD.W/RTU SUPPLIER) CUIRS SELF DRILLING SCREWS L6x4x3/8x0'-8" SEE SJI FOR ANGLE &MFR'S DWGS.FOR SPECS. (300#MIN,CAPACITY) MASONRY NOT SHOWN SIZE REQUIREMENTS OF LIFT SUPPORT,LOCATIONS CONCENTRATED LOAD (LLV) &POINT LOAD INFO. (TYP. EA.SIDE) TO TOP CHORD AT COLUMN FOR JOIST SPACING-SEE PLAN SEE TYPICAL *TYP(� 3/16 MC6,EACH END LREINFORCEMENT TYP. WFTOJOIST CLARITY TYPICAL BRIDGING DETAILS TYPICAL BIKE LIFT CONN. DETAIL EA.JST. 3/18 OF RTU CURB 3/18 (SEE PLAN REQ'D WHEN GREATER L1.SIDE 1/2x3/16 Li.SO 112x3/i6 �Jr�ROOF OPENING CONNECTION DETAIL STD.R C NNE ANGLE ) THAN 6" EA.SIDE EA.SIDE Ivir I I SHEAR CONNECTION EQ. EQ. 1/4 L4x4x5/l6 TYP.EACH 1 p I PL,SEE COLUMN SIDE OF OPENING 1/4 w SCHEDULE W10x19 c7 L REINFORCEMENT w L44 L4x4 TYp REQ'D WHEN GREATER BURGLAR BARS MAY OCCUR SEE TYPICAL JOIST 3/16 THAN 6" COORD.WITH ARCH.&MECH. JOIST IO SPLICE PL7/18"x3"x0'-10" TYP. BEYOND CENTER ON SPLICE Drawn By: TBA REINFORCING DETAIL i/4 CONCENTRATED LOAD 3/16 O TO BOTTOM CHORD * FOR ALL ROOF OPENINGS 12"OR GREATER.CHORD.OPENING SIZES AND 1 1/2 w Project No, 14141.00 * USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST. TYPICAL INTERMEDIATE COLUMN (4)11116"0 HOLES TYP. EQ. EQ. LOCATIONS WITH ARCHITECT&MECHANICAL CONTRACTOR. FOR 3/4"0 ANCHOR 7/8"0 HOLES FOR I TYPICAL ROOFTOP MECHANICAL TYPICAL JOIST REINFORCING DETAIL TYPICAL ROOF OPENING DETAIL ATTACHMENT DETAILS RODS 3/4"0 EXP.ANCHOR UNIT SUPPORTS TYPE I TYPE 11M. -- L6x4xo'-8"LG. TYPICAL COLUMN BASE PLATE DETAILS ANGLE CHORD SPLICE DETAIL 28E '•g'= L REINFORCEMENT REQ'D L REINFORCEMENT REQ'D LLV (3)SIDES ='o WHEN GREATER THAN 6" WHEN GREATER THAN 6" 3/16 1 wsL 1/4 .0 ¢¢ a Oa6- nnoEuw s" NI s° 0 MAX. / MAX. / a O- l/ >8no DOUBLE HEAVY al HEX NUT A/ Ll 1/2xL11/2x3/16 A/ L11/2xL11/2x3/16 his. /X EA.SIDE EA.SIDE "•3`s OVERSIZEDWASHER UNISTRUT P1000 HS.W/P2868 TYPICAL WF TO rn'. myo �'•2 TREE STAND GRID THREADED ROD TREE STAND GRID SUPPORT,- CLAMP TO EA.JOIST.USE P2867 s a c SUPPORT BETWEEN JOIST BOTTOM HEAVY HEX NUT SEE ARCH.&MFR'S DWGS. CLAMP TERMINATING END JOIST CONNECTION CHORD ANGLES,SEE ARCH. FOR SPECS.OF LIFT SUPPORT, OR WHERE P1000 HS DOES NOT s o &MFR'S DWGS.FOR SPECS. LOCATIONS&POINT LOAD INFO. CONTINUE ON OTHER SIDE. OF LIFT SUPPORT,LOCATIONS a�' (300#MIN.CAPACITY) 3•' &POINT LOAD INFO. a o THREADED ROD ALIGNED W/JOIST ABOVE THREADED ROD OFFSET FROM JOIST ABOVE SEE PLAN TYPICAL TREE STAND GRID CONN. DETAIL T/WALL CONT.L4x4x5/16 W/314"0 HILTI HIT HY 70 I SEE ARCH. N ADHESIVE ANCHOR W/6 5/8"EMBED. 8"BOND BEAM Q OR EQUAL WNERT.SLOTTED HOLES @ 2'-8"O.C.GROUT MASONRY SOLID W/(2)#4 CONT, I, SEE PLAN @ ANCHORS.SPLICE TO DEVELOP FULL g CONTRACT R SHALL H MASONRY TNVALL CAPACITY OF L(SEE ANGLE CHORD CONT.L4x4x5/l6 W/3/4"0 HILTI HIT HY 70 0 SPLICE DETAIL AFTER JOIST GIRDER ADHESIVE ANCHOR W/65/8"EMBED. T/WALL ) I SEE ARCH, IS IN PLACE OR EQUAL WNERT.SLOTTED HOLES WEEARCH, METAL DECK A325 ERECTION BOLTS @ 2'-B"O.C.GROUT MASONRY SOLIDCONY.L4x4x5/18 W/3/18"0 HILTI HIT HY 70 3/16 3-12 eY JOIST SUPPLIER @ANCHORS.SPLICE TO DEVELOP FULL 8"BOND BEAMADHESIVE.ANCHOR W/6 5/8"EMBED.OR8"BOND BEAM JOIST BEARING CAPACITY OF L(SEE ANGLE CHORD W/(2)#4 CONT.EQUAL @ 2'-8"O.C.GROUT MASONRY8"B #4 COAT. SPLICE DETAIL) SOLID @ ANCHORS.SPLICE TO DEVELOP SEE PLAN /R FULL CAPACITY OF L(SEE ANGLE BEARING BEAM SEE PLAN METAL DECK V CHORD SPLICE DETAIL) t- W/3/8"STIFFENER PL'S 3/18 3-12 METAL DECK O CENTERED UNDER JOIST Z 3/16 3'm GIRDER Xx ]w lease w O 6"BOND BEAM W/ 0 0 (2)#4 z4'-0"LG, 8"BOND BEAM It W/(2)#4 CONT. BOTTOM CHORD BRG.PL3/8"x8"x0'-10" OF JOIST W!(2)1/2"0 x6"LG. P1000 UNISTRUT HD'D STUDS A P1000 W/"HOOK A.B.xi'-4"LG. SEE TYPICAL WALL LL UNISTRUT 8"BOND BEAM W/2"HOOK REINF.DETAILS W/(2)#4 CONY. BRIDGING PER SJI ON SHEET S3.0 BOTTOM Wi6x20 x0'-6"LG.W/(2) (BOLTED BRIDGING CHORD 3/4"0 HILTI HIT HY 70 MAYxx OCCUR) rO BRACE ADHESIVE ANCHORS. MASONRY PIER SEE TY L4x4x5l18"x0'-8"LG.@BRIDGING LINES REINF.DETAILS GIRDER TO WT SEE PLAN W/3/4"0 HILTI HIT HY 70 ADHESIVE W P ICAL WALL DO NOT WELD JOIST CLAMP THREADED ROD ON SHEET S3.0 ANCHOR HOLE 8"EMBED.WNERT, 5 CIDBy OTHERS, JOIST GIRDER BEARING DETAIL SLOTTEDDETAIL SEE ARCH. SECTION , SECTION 2 SECTION 3 cc -,n_ A 11/2"=1'-0" 3/4"=1' - a-0 3/4=1-0 _J r' O LL LU }zcc SEE V 3 Cn p�'N SEE TYPICAL MASONRY MASONRY NOT SHOWN ON WALL REINF.DETAILS FRONT OF LINTEL FOR ON SHEET S3.0 PROVIDE L2 1/2x2 1/2xl/4 3/16 3-12 12"0 x2'-0"LG.DEFORMED CLARITY DECK SUPPORT AT BAR @ 2'-B"O.C.WELD WF LOCATIONS WF BEAM TO TOP OF LINTEL 8"BOND BEAM COPE AS REQ'D TE WI(2)#4 CONY. BOND ARC I CONY.L4x4x5/16 W/3l4"0 HILTI HIT HY 70 BEAM ADHESIVE ANCHOR W/6 5/8"EMBED. SEE ARCH. STEEL SM. OR EQUAL WNERT.SLOTTED HOLES ADJUSTABLE MASONRY (GALV.) 431162" I O @ 2'-8"O.C.GROUT MASONRY SOLID ANCHORS @ 2_A O.C. @ ANCHORS,SPLICE TO DEVELOP FULL 8"BOND BEAM ' Oi CAPACITY OF L(SEE ANGLE CHORD W/(2)#4 CONY. 3/i6 3-12 I SPLICE DETAIL) SEE ARCH. i METAL DECK FOR EL. SEE ARCH. SEE PLAN FOR I MICHAEL CRI LI TY ADDITIONAL LOAD TY A325 FOR EL. I PEW BOLTS, A R C H I T E C T 1/2' BOT.PL3/8" AT BEAM LOCATIONS 1 Typ (CONY.) BOT.PL ND, OH 44128 (GALV.) MASONRY PIER I VERT.WEB 25001 EMERY ROAD,SUITE 400 BASE PLATE SEE PLAN&(2) MAY OCCUR W/(2)#4 CONY.MEMBER 8"BOND BEAM TEL (216) 223-3200 BOLTS(OPTIONAL)WELD T03/8 0 FAX EL(216) 223-3210 L(TYP.)FINGER TIGHTEN SEE TYPICAL WALL &TACK WELD NUT TO BEAM BRG.P • www.herschmenarchltects.com NOTE: REINF.DETAILS LINTEL DETAIL STEEL BEAM MAY OCCUR ON EACH SIDE OF JOIST ON SHEET S3.0 Thorson Baker ASSOCIaL2S SECTIONS GIRDER.SEE ROOF FRAMING PLAN. SECTION SECTION SECTION g SECTION _ _ CONSULTING ENGINEERS g DETAILS / 3030 West SireHsboro Road (330)8599988 Ph. Rlchfl•M,Ohl,44286 (330)SS&8875 Fax wl .O- Qe�4FPF"GOSTE"? 0 O 13154 9L/TE OF 10p SEE PLAN SEE ARCH. lnetrumente 1 lee are ol— �eelpn nconstructionocumen e In conibenoa ell remain the property of Hereph000 Aroh1—hi. The uee -- Of hill reelpn and Mara OOnehuotlon I Eocumente for purpoeee other t en ill epocllb prrlaat or..le I I Itten t of Micheal Crlelip, ehlotty ploN5ltea withouth-expreeea z III III Arolpeemonasn IHSSft6 3l4D3'COLUMN Date3" 7 3!8" L SL TS i 3w HSS8x6x1/4 21/2" 5" 5" 2 1/2" Y I I 11 SSUe rn +3T-11 3/4" I III PL3/4"z15"x23" N Ob/2'1A4 FOUNDATION 3/4" PERMIT _ _ _ _ _ WELD NUTS OV03A4 PEWIT COORD,ELEV. ____= 318 W/SIGN MANUF. ----- PL3/4"x10"xll" 01/14A4 "BID III 11 iv SLOTTED HOLES v I o IIIIIIIII III IIII c - = _ III IIIII I 3/8 WIII HSS8x6xl/4 v HSS9x5 D co TO PL IILD ~ d r 111 111 57.0 M PL3/4"xl1"x109/16"NUTS 109/16" 7/368' F w 1 1 1"0 HOLES FOR PL3/4"x15"x23" Y HSS8x6xl/4 I 3/4"0 A325 BOLTS 13/16"0 HOLES FOR z I I (TYPICAL) 3/4"0 BOLTS(TYP.) 9O I Q — +28'-33/4" _ _ __ " TYPICAL SIGN MOUNTING BRACKET TYPICAL SIGN MOUNTING PLATE ELEV. _= W/SIGN MANUF. ————— BRACKET BY VENDOR#8 MOUNTING PLATE BY G.C. /SIGN 1 I II II III III HSSBx6xl/4 II II II II II II II II III III • I I I SEE PLAN SEE PLAN C r I I I I s7c • II II II II S • II II `/�I 7 �7 — 11 11 3SIDES TYP. 7.1 — — --_- - 7.1 — — ----- w I 1 TYP. 3/16 1/4 ———— MAIN BUILDING Drawn By: TEA I l LACING INTERRUPTED LINE Project No.: 14141,00 BY ADDITIONAL SUPPORTS —— 3/8 MOUNTING PL3/4" z I SHALL BE DEVELOPED ON — g TYP. SEE DETAIL THIS g e I EA.SIDE OF INTERRUPTED _ SHEET c �= uwwi CAP PL1l4" LL HSS9x5x3/8 I n =__ N I I `a TYP. — I I I €"`o I I ----- �� _g`•o III III HSS6x6xl/4 TYP. 3/16 a — — — 9„e 5 7.2 U e``Y= O SIDES) olas I USE TYPE ACM ese° I I I I ENTRANCE FEATURE m•`a°• FOR WIND SPEEDS 6"xl8GA.METAL STUDS w S-•a I 1 6"xl8GA.METAL STUDS OF 120MPH OR LESS @ 16"O.C.MAX.(TYR) I @ 16"G.C.MAX.(TYP.) TYPICAL SIGN ANCHOR DETAIL o-= -- w•3o'• DETAIL B DETAIL G °€s �g= = 111 111 DETAIL A8 I -a I II A 7YP. 3/4"=T-O" - 3/4"=l'-0" w 57.0 a III III c�+ Q II II �$• u II .a°g I I Em" L3x3xl/4 LACING Y- 1 1 III BACKSIDE OF TUBES I ALL 4 SIDES(TYP.) II II II II III III N II II I I a /�____ 1 I 7� ---_____ sa.a O 1 O I II II I I II II 1 O I II II I I 111 111 `• .: I V FIN.FLR.EL= I 1 (�------"—s----------------- SECTION 0 3/8"=V-U' 0. N LT rN O W C 3Go Go Y� 7 7.1 7.2 d J J r SEE Z Q PLAN O LL W I� � U3� I I CONT.L4x4 SEE 2/S6.0 13x3x1/4 LACING SEE PLAN I w (6)3/4"0 A-325N o ROLTS °THRU PL3/8" ° HSS6x8 COLUMN I I I WF,SEE PLAN (SEE PLAN)I MICHML CRISLI P BRG.PIL �I� ARCHITECT SEE PLAN I 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitecta.com SECTION Thorson Baker-Associates SECTIONS CONSULTING ENGINEERS g DETAILS Rich Walt 44 Road (330)859E888 Ph. •O 3030 Richfield,Ohio hlo ets 2Mco (330)a59-85)5 Fax , 4QO��Q�G STF9oc�''�b ONAL 4 s 13154 c L wF g' q N�qT p�°fir �jO F OF (. t4 I 8"BOND BEAM oe.l4n ana oon.....don a......1. ..mon—t.o . re II... In.onfle.nos.r rem.ln me property A of this d'W and hIlhtt,,t,, The e.e 01 mN.ealpn.11 me..oone.1 INon Eooumenll for purpo.ea other Ih.n IM.p.olllo prole el..n.0 herelo le CONT.L4x4x5/l6 W/3/4"0 HILTI HIT HY 70 SEE TYPICAL WALL REINF. DETAILS ON SHEET REI W.I.ty ecn ro t o ..pre... Ilron .e t of Mloha.l Cri.lip, ADHESIVE ANCHOR B 3/4"EMBED.)OR ArMll.ot. EQUAL @ 2'-8"O.C.GROUT MASONRY SOLI D@ ANCHORS.SPLICE TO DEVELOP DBta Issue FULL CAPACITY OF ANGLE(SEE ANGLE 06/77/I4 FOWATION CHORD SPLICE DETAIL) PERMIT EACH JOIST 3/16 8 6 L3x3 C12 OV03/I4PERMIT TO C12 3116 2@12 a11104 •BID J/BRG.EL.= 8 METAL DECK (SEE PLAN) I I 8"BOND BEAM W/(2)#4 CONT. sap )< - I CMUNOTSHOWN PL3/8"(GALV.)W/ coL. c FOR CLARITY L3X3 MASONRY TIES @ 18"O.C. 56.0 Se 0 MASONRY � ADJUSTABLE MASONRY — �1 1/2"O x2'-0"LG.DEFORMED ANCHORS @ 2'-B"O.C. ^� 1 BAR @ 2'-8"O.C.WELD ( I TO TOP OF LINTEL I I CURL EL.h I I CL/PL EL 3/i6 AN GALWIF V. SEE I I EEWF BEAM PLAN I I SECTION 3q (SEE ARCH.) I — —�� 1 1/4"0 1 1/4"0 HANGER ROD I HANGER ROD (GALV.) (GALV.) - STOREFRONT SEE ARCH. HSS COL. 1 1/4"x9 1/2" MASONRY PIER 1 1/4"x9 1/2" TURNBUCKLE SEE PAN TURNBUCKLE I 10'-8" 8" CL HSS tH 3x5/16 x8"LG' CONT.L3x3x1//4 )@ 5'-0"O.0 (4 SIDES) EA.C7 APA 314"PLYWOOD SHEATHING 3/16 L3x3xi14 - T.L3x3x1//4 B TYP. SEE ARCH,ATTACH.0 GALV. 58.0 #10 SCREWS T 8"O.C. IDES) E HANGER TYP HS58x4 11/2"METAL DECKI --- i 88.0 3/16 i 58.0 HANGER CONT.8"xiBGA. 6"x,6GA.LT.GA. C7 SEE PLAN I HSS18x8 3/16 METALTRACK JOISTS @ 16"O.C. I I SEEPLANW/(2)#12-24 TEKS SEE PANI I I Drawn By: TE3A SCREWS TO HSS@16"O.C.(TYP.) Project NO.: 14141.00 C7 SEE PLAN3/16 L4x4x3/8 x8"LG. BP6x10 C12 C12 $C12 W/CONT. @COLUMN C12 W/CONT. SEE PLAN SEE PLAN s/CONT.BOTTOM BOTTOM PL, BOTTOM PL, p :e(GALV.) SEE PLAN SEE PLAN 3>=na S. rn Wqaa.s O L:-oe ;apse 0 9 c�wee: SECTION SECTION SECTION w:24 � 3 e • 1/2'-1'-0" - 1/2'=1'-0" 1/2„=1'-0" - w`• :ogeg �Eev=UZ LL!ir o= W� • N oxe eiS pgo to E`eQc 4L�SEE PLAN L PROVIDE(2)1/2"0 x 2'-0"_G. I O DEFORMED BAR ANCHORS <xx o @ 8"O.C.(AT CANOPY CONNECTION) /OR L40 >00 1/4 9/16 #3 1/2 CLEVIS V HSS1 BxB+CONT. >00 W/2"PIN BOT, WF NOT SHOWN (SEE PLAN) EA.CB PL1/2"x4"x0'-9" PL12"x4"xi'-0" (SEE PLAN) fT;311EA.C7 3/16 C12 FOR CLARITY �•R� CONT.L3x3 2"RADIUS 2"RADIUS ® PL12"x4"xO'-7" d/ K METALDECK HSS COLUMNI l 7 C7 CONT.L3x3 SEE PAN ® 1#N3/22P NEVIS CL PATE EL._ #3 1/2 PCNEVIS 1/4 3l18 A B/STEEL EL.= PACK ANY VOIDS AROUND PL STIFFENER PL5/16" CONT.BOT (SEE A� W/NON-SHRINK GROUT 3/16 3:,0 PL12"x5" I— T WF BEAM,SEE PAN W 00 3co BRG.PL,SEE PLAN co YL3 iDDETAIL DETAIL DETAIL DETAI DETAIL A H C L D E Q vj�n i/2"=1'-0" 0-J C^O J- :* OLLw >-Zfr U3CO I� I MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.hersohmanarchitects.com Thorson Baker Associates SECTIONS CONSULTING ENGINEERS & DETAILS _ 3030 West Slreelsboro Road (330)85&8888 Ph. RkhBeltl,Ohio 44286 (330)66&8875 Fax .S Q•G taE�R H RECEIVED °tidm� JUL 2 9 20A Q CfTY OF TWIN FALLS gtp�p�v C BUILDING DEPT. � PT.ECEnV JUL 1 9 2014E ' „n c•aI.Yn.nif1 le.eeMnmde e of n pl.ep MnApe ffo rp.pexr.Faro n M..as..•p.".r w c. uMns: ' It ml.angn E tM..cn.I e pp ferumieTWN FALLS FIRE DEPT. the.em111om-ne �n .1npfM WoneMe wun°m enpresesa wrllNn c enf°I Mlaneel Crlellp, AroMNof°ne Date Issue 01/03/2014 PERMIT OIA412014 •FOR BID T 2 3 4 5 T17 REPER TO DRAINS HI I FOR I GONNN)AnOH N'S ATD-I GOLF ,K _u3 16 17 6-2,12x6 _1o�_I ��Roots � I � I HVAC CODED NOTES: O 12 I ..:R I 0 ClfM I „}, p� 1. DASHED LINE INDICATES I'ACOUSTIC LINING FOR SUPPLY AND RETURN AIR DUCTWORK.DUCT DmBYlON5 11 �v`r } ARE EXTERIOR AW INCLUDE LINING.TYPICAL. EXERCISE 2 3 10 ON ROOF 11 2. PROVIDE 2'TRIM FLANGE AROIRD F11LL PERIMETER OF EXP05W DUGT POETRA71ON ON BOTH 51M OF 9 10 RN �• GOLF PRO SHOP WAIL PE ETRATION5.CAULK WLL PERIMETER OF TRIM FLANGE>AIR TIGHT.TYPICAL.TRIM FLANGE NOT 4 TON COOLING , ON ROOF I REWIRED IN LOCATIONS NOT VISIBLE AND ON 51PE O"WALL MORE A 9MY RESISTER IS INSTALLED. BIKES 85 TON GOOLM6 r 2 ) f k{`+ T 5. DUCT PENETRATION SHALL BE ABOVE PAINT BREAK LINE. OFFICES ON ROOF Bx6® 4` 4. ALL PLICT W0RK ON SALES FLOOR SHALL BE DF516NED AND INSTALLED IN51PE JOIST HEWNG TO ¢o oe I C THEN ALL MT PORK SHALL 13E DE51G+ED IDOR BBxlb g MAD MAINTAIN INSTALLED T16HT T�OO THE STFWTU If RESABBOVE ACHIEVABLEO MAIIN MAXIM.H CLEARANCE.DUG PENS TlONS 0 ob L 1YP, OF WALLS SHALL NOT BE INSTALLED BELOW THE PAINT BREAK LINE. IF THE CONTRACTOR 15 IN DOUBT, o I ... 12 5 T '.,.I I SIT��. THE ARCHITECT OF RECORD FOR CLARIFICATION.GOOMNATE DLCT LAYOUT WTH ALL f ii4 a CDC 6 ' 2 3 C.W TYPICAL f'M 5. ALL DUCT WORK ON STOCK ROOM FLOOR SHALL BE OB16NEP AND INSTALLED IN51DE W15T H®BING TO 7 MAINTAIN HAXIMIM CLEARANCE. IF THIS 6 NOT ACHIEVABLE THEN ALL DUCT WORK SHALL EE PB16NFD COUNT RM. 27 GFM ® AND INSTALLED T61IT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMAM GLFARAlY.E.COORDINATE DUCT III I TO R1UA1 I - - - - O4•�LR,1 - - - E LAYOUT WTH ALL OTHER TRADES AND STOCKROOM FWWIN6.TYPICAL. 21 S 42x22 g FITTING�, ER 6. CONNECT SIBRANCHPLY AIR BRANCH DUCT TO SUPPLY DUCT EXTENSION 510N BET ROOFTOP UNI AND T A DRUMf I03 I LOUVER PLERH DFIVSBR(a").EXTE D BRANCH=TVIORK AS INDICATED. TO RIVPJ 1. CONEGT SUPPLY AIR DUCT TO ROOFTOP(UNIT AND TO DRUM LONL-R PLENH PiPPI°,,H2(DLPD). BOTTOM 105.IDOR I $ 1 i011 OF DLPD SHALL BE INSTALLED AT 16'-0'AFF.REFER TO DETAILS ON DRAWING H2.1. r 3 D TOIIROOFCOOLM6 B. CONNECT RETURN AIR DUCT TO ROOFTOP LINTr. INSTALL DUCT UP IN JOIST SPACE.PROVIDE 6RILLE5 ON { 51DE OF RETURN AIR DUCT PER DETAIL 2 ON DRA1R5 H2J.TYPICAL. Drewn By: mld 9. CUT END OF RETURN DUCT AT 45 DKAREE TOP OP@1N5.RB$t TO DETAIL ON DRAINS H2.1. PTOfBCt NO.: 14141.00 10. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ROOFTOP UNIT ON ROOF WTH 571a)CTURAL EN SINEER I (¢ p y r n UNIT SETS DEAD LEVEL.PROVIDE CklRB COMPATIBLE NTH rt TROOFRINN9 OOF SYSTEM. M5TAALLLBSUPPL@BTTAL50 11 } y/ 5STEELPPORT 5T AS RE011IRm TO FRAME OPENINGS A5 DIRECT D BY SnNGTURAL WNEE R.CUT 5 BN R-I,14x6 10 I OPM65 THROL16H ROOF FOR DUCT CONEGTIONE.PROVIDE FLEXIBLE GONNIONS GT AT UNIT SUPPLY AND URN-_ \ 250 GR1 e ,......; B ON ROOF RET CONNECTIONS.OFFSET AND TRANSITION SUPPLY AND RETURN DUCTWORK AS REG AZED TO AVOID JN6 85 TON COOL STRUCTURE.PROVIDE MTE12W ELBOMS NTH TIRNIN6 VANES AT BOTTOM OF SUPPLY AND RETURN DUCT �7 r I I � DROPS(FXGEPT IErE GOMFLnN6 TO D RIM LOWER PLENUM DIFRI�. CIRM 5 - U 11. INSTALL GONDBSAIE DRAIN I AP TH DEEP 5EAL TRW AND GLEAN OUT.ROUTE GONDEW.ATE ON ROOF A5 8x8TYP. INDICATED ON DRAINS HBO. 21 S 38xIN L J - - 21 12. SMOKE DETECTOR SHALL BE FED INSTALLED AND LOCATED IN THE RETUN AIR DUCT TO SNIT DOWN _ _ + OR AND REMOTE INDICATOR ALAM4 AND KEY TEST SAWN TO RTl/6 2 -4 TO R11N2 - _ - STATION TO EE PUW51®BY ELECTRICAL TOP LINIT UPON ALARM.940M TCONTRACTOR.MECHANICAL CONTRACTOR SFIALl INSTALL AND NDICATOR&ARM AND KEY TEST SMTGH STATION � D SHALL BMIZE CE INNSTALLED AND WR®BY 9ILTR CAL C E DETECTOR TO ROOFTOP UNIT. RD40TE IC.ONFRACTOR SMOKE DETECTOR SHALL EE WRED TO 12 7Yp, f I TE FIRE ALARM SYSTEM BY THE ELECTRICAL CONTRACTOR PER 51TE-5PEGIFIG CODE REWREMENIS. L{Ha6 FOOTWEAR sh � 4 15. MOW BOTTOM OF UNIT NEATER AT 12'-O'ABWE FINISHED FLOOR COORDINATE LOCATION OF HEATi3R 250 OMWJ g -- - - J7 NTH OVERHEAD DOOR 50 THAT HEATER AIR FLOW 15 DIRECTED AT THE DOOR OPENING WEN THE DOOR 5 \ IN THE OPEN F05m0K PROVIDE VIBRATION I50LATON HANGERS AND SUPPORT RODS AS REGIARED FOR 4 SIPPORT FROM STRUCTURE. *, 06000 ` Too IBULE Ci. �U 14. 5'FLUE THROWN ROOF.REFER TO DETAIL II ON DRAINS H2.1. # 15. INSTALL EXHW)5T FAN AS HIGH AS P055IBM LIPNTH+-IN J015T SPACE.REFER TO DETAIL-I ON DRAINS W 1' T101E H2J. 2 ISNROOF 7 COOLING 16. AIR TRANSFER DOLT.REFERTO DETAIL 2 ON DRANNS H22. MIO IT. MOUNT BOTTOM OF AIR TRANSFER 6RILLE 12'ABOVE PAINT BREAK LINE. 0 11 v I8. MOUNT AIR TRANSFER DUCT A5 H16H A5 POSSIBLE ABOVE FINISHED FLOOR _� / cFrt 5 as TON GOOLIa6 ROOF - - - _ - 19. MOUNT BOTTOM OF AIR TRAM EFER 6RILLE 12'ABOVE DOOR. '^ 20. 6LOBAL HMDITY SENSOR AND INDOOR TEMPERATURE SENSOR.ELECTRICAL CONTRACTOR SHALL INSTALL V, \ r 1TO RTLYS'_ 0 -21 S / - - ,N�. - - I AND ARE. REFER TO ELECTRICAL DRAWINGS FOR MOUHDN6 FE16HT5. 21. TEMPERATURE 5E5OR AND CARBON DIOXIDE SENSOR ELECTRICAL CONTRACTOR SFWJ_INSTALL AND 38x18 8 ARE.REFER TO ELECTRICAL DRAWINGS FOR MOUNTM6 FEI5HT5. 0 o N4.,, I,;r 8 22. TNBRM05TAT PWN15HED 13Y MECHANICAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL INSTALL AND II 12 {1��} .9 IRE.REFER TO ELEGTRIGAL DY65 FOR MOUNT W5 HEIGHTS. O .tll �. NOVAR T13PBRATURE SBY�OR FOR EOUPFBrt SERVING THIS AREA.ELECTRICAL CONTRACTOR SFIAI.L �J O6TALL AND HIRE.REFER 7O ELECTRICAL DRANN66 FOR MpMT1%HE16HT5. O 250 Mx6 24. ONE 0/HOW TIMER WALL SWITCH FOR EXNAL15T PAR FURNISHED BY MECAWNICAL CONTRACTOR 1 250 GENT H.fiCTRICAL CONTRACTOR SHALL INSTALL AND HIRE. g`F✓N�'� Ell4 RECEIVING to RTLI B ON ROOF I ry TO l uE,) 85 TON COOLING II PROVIDVID E WTH SR-1,24x6 WALATED 450 CFM 12 3BXI8 21 QS® 4y BACK PANEL 13 bl IZxl2 ON R OO 82A8 1- (<) I y W_ V 1 HUNTING ItsM8H ,•}�' - - . RNII S' to to do 21 S 8 B , x Ifl09KSHOP TO RTU/4 12 - - - -- -� - A 22 11 42x22 B 0 SR-I,IOxb NNN OY MOUNT ON WALL NEXT 225 GFM 12v ®TO ROOM LKHT C 1°R4 ON ROOF I OGD-4 W q�.. SR-I,24x6 f N6 5200 LFMSTOCKROOMAWING ETA. J co C E by Y "t} 4:13 200 CFM6-3,24X12 IN GELLING I -1 bxb340 CFTH TYP. T 000LINI6 a 16 18 6-2,12a6 `T J i�lATIDA RM -�'GFM 15 a J r 14x12Typ 50 1 TEAM SPORTS O L1.W m 62,IBx12 IBxv < 2 WAY THROW Z _Q SR4,24xb 8x6 KLER AREA LR' I w 6-2,IOX12 Hip Q a 3 O r U6d ELECTRICAL ROM S ©© ATD-3 i6 t8 TACKLEFl U 11 DATAIAV 62'ID ON W4L I-1-i 6-2,12Q IN GEILM6L LL - 5R-k tomb 225 GFM I Z Cl 19 b2,2M12 � BO CFM 1 HN.A.C. FLOOR PLAN m 51-ALE: 5/d2" 1-CYO 3p' MICHAEL CRISL A R C H I T E C 0 2600E EMERY ROAD,SUITE 4 ry CLEVELAND, OH 44128 O TEL (2161 223-32 FAX (215 223-3210 ei www.herschmenerchltects.csm O 7 ALL 6RLLE5 0 r� arR KN-LSRESISTERS SHALL BE H.V.A.C.FLOOR ON SALES FLOOR E PAINT SHALL EE MOUNTED D'ABOVE PAINT BREAK LINT. PLAN CONTRACTOR NCE VERIFY ALL GL64RANGES AFIIJ H1.0 DIFEN51ON5 IN FIELD oy�$ 7p r oeelen ena a netr„onon aooamsnte ee In o.nlleeno I.N.enta of aervlo ere•Ivey e en0 remeln tM hroperty of Mereehmen Arohiteate. TM ve of wle aeepn ene tneee eonetruetlon aoeementB for perpe.Ba om.r m.e I I I me ewenw pram n.m.e n.r.m I. .vwny pronlnn.e.nowt e.pr...ea MONee,, sent of MIBM1BBI CrlBllp, Arohit n Date Issue 01/03/2014 PERMIT O'1/14/2014 FOR&D 6-4.M12 1 L L16HT, m. 9MEN'S 3 FN- GE;ll ITT 124 600 CPH BREAK ROOM 4 Rq 4 TON�LINS I 0 20x12 1777 150 GFM HVAC CODED NOTES: 20 0 3 WAY TIVION 1. TEMPERATURE SENSOR AND CARBON DIOXIDE 5EUOR.ELECTRICAL CONTRACTOR SHALL INSTALL AND WIRE.REFER TO ELECTRICAL DRANN56 FOR MOUNTING HEI6HT5. r 6-3, 2. DASHED INDICATES I'ACOUSTIC LINING FOR SUPPLY AND RETURN AIR DUGTYDRK DUCT DIMd510N5 24X12 �Cm 5 ARE EXTERIOR A INCLUDE LINING.TYPICAL. 2 3 � — • 3. INSTALL BOTTOM OF OL'CTWORK AND MANIAL VOLUME DAMPERS NO MORE THAN 24'ABOVE LAY-IN CEILINGS.TYPICAL. 4. INSTALL 20'x18',I'ACOU5TK:LINED,STIFFLY AIR DUCT DROP FROM ROOFTOP UNIT TO CEILING P BU4 CONNECT BRANCH DUCTWORK TO DUCT MAIN AND EXTEND BRANCH DUCTWORK A5 INDICATED. 6 ,24x12 \ ON ROOF 0 5. INSTALL 205 ',V ACOUSTIC LINED,RETURN AIR DUCT DROP FROM ROOFTOP UNIT TO CELIN6 PLEILM AND O -34G0 C04 EXTEND AS INDICATED. CtlflRIDOR 6. INSTALL 14*X12'B01TOM OF DUCT TAIQ!ti AND CONNECT TO GRILLE IN CEILING.PROVIDE MANIAL 06 1 EL 7W Drawn By: mld VOLUME DAMPER IN DUCT DROP. I PfOfaCt NO.: 14141.00 15o IDOR Irv '1 BIKES 0 6.0 ITC 1 200 YFT4 2 J 2 WAY THROW C -- ISO a" a -- ES S WAY THROW I I:08 O7 TO NA10 x1oR 6-1, 12x12 150 CFM UNT RM. 'p iu j) I 1 CASH/00 — __ - - - - - - CD-2,e•o 150 CFM 3 ANY THROWILI, . 1r 242 RRIDOR 3300 CPH 1 OS FOOTWEAR 24x12 WO B0 cFM p 0 (0 JANITOR v M O STOCKROOM Z Fe• 0 1 OFFICE H.V.A.C. FLOOR PLAN 0 SCALE: 1/4"= 1'-0" rn V/ L T r,^Q WW Cl) 400 Q c VJl/� 1.0 CL J r ZQW _ 0 ILL W U�zo a L j MICHAEL CRISLIP ARCHITECT 0 26001 EMERY ROAD,SUITE 400 OLEVELAND, OH 44128 O TEL :216) 223-3200 N FAX 216) 223-3210 a� www.herschmanarchitects.com O VALL On ONS GRILLES AND RKALL5%[REGISTERS LBE OFFICEH.V.A.C. ON SALES FLOOR WALLS SHALL BE MOUNTED D'ABOVE PAINT BREAK LINE. FLOOR PLAN CONTRACTOR MUST VERIFY ALL CLEARANCES AND H 1 1 / DIMENSIONS IN FIELD ROOFTOP UNIT SCHEDULE a to OS'6 y6? MAX 0 UNIT NO. LOGATION SERVE5 UNIT POWER CFM SUPPLY FAN EXHAUST FAN GOOLIN6 GOIL 6A5 FIRED HEATIN6 5EGTION DE5I6N REMARKS '� w O.A. EQUIPMENT 5ff MDTE MOTOR FAN EXT. 5P EXT. 5P EAT TOT. GL6.5m. GL6 NOMINAL EER/5EER EAT INPUT OUTPUT 6A5 PRE%. UNIT UNIT bd FLA MGA MOGP PHASE VOLTS (--c ) GFT1 HP RPM RPM (IN MG) HP (IN WG) (DB) (BTUH) (BTUH) TONS DE6 F (MBH) (MBH) EFF. (IN WG) DI MEN51ON5 WE16HT (LENNOX) 0e.gn.ea oon.vuotwn aoown•nt. RTU-I OF'BR SALES ROOF SAFE 21.6 32.0 35.0 3 460 1,415 5,200 3.0 1150 190 0.80 2 e I/3 0.1' I IS/BO/63 120,500 120,500 13.0 12.0/--- 50.2 260 206 80% 1 IOBX92 2100 L6IH-I56-F4 I TFRI1 19 ••Mmun•nte of exrMs ere q.en 2 STAC£ 1 M•entM«ae ra rameM me woP•ny of txn1 W .d ft... TM uW RTU-2 OPEN SALES ROOF SAFE 36.8 42.0 45.0 3 460 I,650 b,000 5.0 1150 6b0 0.90 2 e 1/3 0.1• 115/80/63 141,300 141,300 15.0 12.0/--- 50.E 360 288 60% l 133X92 2g00 L6H-IbO-FK I THRU 19 eo umem.rbar•o w...oie.�m.n 2 5TP6E ms•woxM volsot named n MM N eettry 00tx•d wlttwut eanre•eed RTU-3 OPEN SALES ROOF SAFE 21.6 32.0 35.0 3 460 1,415 5,200 3.0 1150 1qO 0.bO 2 e 1/3 0.1' 115/80/63 120,500 120,500 13.0 12.0/--- 50.2 260 208 80% l 106Xg2 2100 L6H-156-H4 I THRU ig ^rotitm.�000neent or Mioneei oriean. 2 5TA6E RTU-4 OPEN SALES ROOF SAFE 111.6 23.0 25.0 3 460 q15 3,400 3.0 1710 q3q 0.90 I e 1/3 0.1' 115/bO/63 b8,100 86,700 8.5 12.2/--- 4q,q 2 bo 144 80% 1 101X61 1150 LBH-102-H4 I THOU III Date Issue RTU-5 OPEN SALES ROOF SAFE 19.E 23.0 25.0 3 460 q15 3,400 3.0 1710 939 0.90 I e I/3 0.1' 1I5/00/63 66,100 88,100 6.5 12.2/--- 4q,q 2 ST 144 BIOS l 102X61 1150 LbH-102-H4 I THRU 19 01/05/2014 PERMIT • RTU-6 OPEN SALES ROOF SAFE Iq.6 23.0 25.0 3 460 '11515 15 3,400 3.0 I0 q3q 0.q0 1 e 1/3 0.1' 115/60/63 86,100 66,100 8.5 12.2/--- 4q.q Z a 144 80% l 102X61 1150 L6H-102444 1 IHIJ 19 07/14/2014 FOR BID 0-1/21/2014 •ADDBOLH el Q RTU-1 OPEN SALES ROOF SAFE Iq.6 23.0 25.0 3 460 q15 3,400 3.0 1710 q3q 0.90 1 e 1/3 0.1' 115/80/63 bb,100 88,100 8.5 12.2/--- 4q.q 80 144 80% 1 102X61 1150 L6H-102-H4 I THRU Iq • 1 RTU-6 STOCK ROOM ROOF SAFE Iq.8 23.0 25.0 3 460 550 3,400 3.0 1710 901 0.60 1 e 1/3 0.1' 115/15/63 88,100 13,600 6.5 12.2/--- 5q.5 00 144 Will; l 102X61 I150 L6H-102444 1 THRU 12, 14, 15, 16, 11, 18, Icl RTU-9 OFFICE ROOF SAFE q.1 12.0 15.0 3 460 150 1,700 0.15 1150 1060 0.10 1 e 1/3 0.35, 115/75/63 42,500 35,300 4.0 12.5/15.0 65.2 2105 64 Will; l 86X41 1200 L6H-048-54 I THRU 12, 14, 15, 16, I1, 16, 1q TOTAL q," TOTAL 81.5 REMARKS, I. ALL ROOFTOP UNITS TO BE MANUFACTURED BY VENDOR 012. b. SEE DETAILS,SHEET H2.1. 4. FACTORY INSTALLED P15COMECT SWITCH(FIELD HIRED). 14.PROVIDE ANEW SET OF FILTERS PRIOR TO AIR BALANCE,AT 1l.FURNISH VENDOR e12 WALL MOUNTED ZONE TEMPERATURE SENSOR TURNOVER TO DICKS SPORTING 60005,AND A FEW SET ONE O) FOR EACH ROOFTOP UNIT. TEMPERATURE 5EN50R TO BE T 2. CAPACITY RATING BASED ON 95 DEGREE F AMBIENT 1. FACTORY INSTALLED 6EAR DRIVEN EC4 40MIZE2 HITH PONER 10.PROVIDE EQUIPMENT OPERATION CHECK(EOC). DAY PRIOR TO STORE OPENIN6. FILTERS TO BE OP CLASS I,2' INSTALLED AND WIRED BY E EGTRIGAL CONTRACTOR- TEMPERATURE. EXHAUST AND WITH LOW AMBIENT CONTROL. PROVIDE FACTORY PLEATED,40%EFFICIENT H140%NEI6HR ARRE5TANGE TEST G02 5EFEOR 5EQUE GE tOF OPERATION, INSTALLED POYER EXHAUST FOR 15 TONS AND OVER. FM15H I I.PROVIDE NOVAR CONTROL PANEL FOR REMOTE ACCE55 TO ALL EFFICIENCY RATIN5 Q'ERV 5). 18.REFER TO E4 DRAHIN&5 FOR ADDITIONAL INFORMATION ON WALL MOUNTED G02 SENSOR FUR b EI)AS AGGCSSORY TO UNIT 3. SMOKE DETECTOR FURNISHED BY ELECTRICAL CONTRACTOR, FIELD INSTALLED POYER EXHAUST FOR b TONS AND UNDER WHICH RN DIAGNOSTIC CODES. NOVAR EHER6Y MAHA6EME1T SYSTEM. SHALL MODULATE OUTSIDE AIR DAMPER FROM 5%MINIMUM P051TION INSTALLED AND HIRED TO ROOFTOP UNIT BY MECHANICAL THE FLLHIANICAL GONTRAGTOR SHALL INSTALL AND HIRE IN 15.MINIMUM OUTSIDE AIR DAMPER 5ETPOINT TO BE 5%OF SUPPLY TO MAXIMUM OUTSIDE AIR P051TION SET POINT LISTED ON DRAMN66, CONTRACTOR TO SHUT DOWN UNIT UPON ALARM FIELD. 12.VENDOR 012 TO FM15H BUR6LAR BARS FOR ALL RTU5. AIR GEM. 1g.CONTRACTOR SHALL PROVIDE, INSTALL, AND WIRE A TO MAINTAIN SPACE CARBON DIOXIDE SET POINT IN ACCORDANCE WATER-LEVEL DETECTION DEVICE THAT HILL SMUT OFF THE WITH ASMRAE 62 REWIREM18NT5. 4. PROVIDE DIRTY FILTER SWTCH. 8. FACTORY INSTALLED 6FCI RECEPTACLE. FACTORY HIRE)ON 13.FURNISH FETAL DRUM LOUVER PLENUM DIFFUSER(DLPD)PACKAGE I b.FLIRH15H 18'H6H FACTORY ROOF CURB. I EQUIPMENT PRIOR TO OV8RFLOM OF THE UNIT DRAIN PAN. LINE SIDE OF DISCONNECT FOR E TONS AND OVER. FIELD WIRED FOR NOMINAL UNIT CFM. THE HATER LEVEL DETECTION DEViGE SHALL GONECT TO 5. FURNISH CO2 SENSOR WTHOUT DISPLAY. MOUNT SENSOR BY ELECTRICAL CONTRACTOR FOR 12 TONS AND UNDER. T THE DRAIN PAN AT A HI6HER LEVEL THAN THE PRIMARY ADJACENT TO EACH UNIT TEMPERATURE SENSOR. CO2 5E45OR TO DRAIN C.OMELTION. TYPICAL ALL UNITS. BE INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR MECHANICAL VENTILATION OUTSDE AM SCHEDULER INTERNATIONAL MECHANICAL CODE 2M ROOM NAME ROOM AREA<ft2) CLASSIFICATION OUTDOOR AIR Multiple Zone S stem REQUIRED DESIGN CALCULATED It OF PEOPLE CFM/PERSON CFM/ft2 CFMI CFM2 REQUIRED ZONE AIR DIST. ZONE D.A. PRIMARY PRIMARY D.A. SYSTEM OCCUPANT UNCORRECTED D.A. O.A. 61 H2.0.Carbon Monoxide Detector(s) GROSS PEOPLE PER NO. IN AREA PER TABLE (Rn) (Rp.Pz) (Rn•Az) O.A. EFFECTIVENESS RATE AIRFLOW FRACTION VENTILATION DIVERSITY D.A. INTAKE FLOW RATE FLOW RATE a(Will these be connected to the fire alarm panel?Install as per NFPA 72 and NFPA 720. 1000 ft2 OF OCCUR (Ps) (Tnble 403.3) Tnble 403.3) (Vbz= Ez (Voz= (Vpz) (Voz/Vpz) EFFICIENCY (EV) (D=Ps/Pz) <Vou=D<RpPz) (Vot=Vou/Ev) (CFM) (Net Area) (Pz) <R ) (Net Aren) R Pz+RuAz) (Table 403.3.1.2) Vbz/Ez) +RaAZ) <CFM) Drawn By: mild RTU-1-7 Project No: 14141.00 SALES 28991 Soles 15 435 1 435 7.5 1 0.12 1 3263 1 3479 1 6742 1 0.6 1 8428 1 29850 1 0.28 GOLF STOCK 108 Storage rooms 0 0 0 0 0.12 0 13 13 1 0.8 17 150 0.11 1 1 1 1 1 m g e a`. Total, 3263 3492 Mnx Z . 0.28 0.8 1 6755 B444 8500 _ =o:RTU - ARCHERY 151 Soles 15 1 1 7.5 0.12 8 IB 26 0.0 33 150 0.22 A/U (.A �0/i" -*• ( ^F-tv�,Q 0._Bfo STOCK/RECEIVING 2724 Storage rooms 0 0 0 0 0.12 0 327 327 0.8 409 2350 0.17 o= �- n.'a`.Y. AV DATA Be Storage rooms 0 0 0 0 0.12 0 11 11 0.6 14 150 0.09 Z.eB�• WORKROOM 115 Storage rooms 0 0 0 0 0.12 0 14 14 0.8 18 75 0.24 WORK SHOP 220 Soles 15 1 1 7.5 0.12 8 26 34 0.6 43 200 0.22 w�_E38 g. Totnti 15 396 Max Z . 0.24 0.9 1 411 457 550 a •_ RTU-9 DL�e J••ac BREAK ROOM 339 Offices ace 5 4 4 5 0.06 20 20 41 0.8 52 600 0.09 w u CASH/COUNT ROOM 117 Office s nce 5 2 2 5 0.0E 10 7 18 0.8 23 150 0.15 E-1p CORRIDOR, OFFICE 114 Corridors 0 0 0 0 0.06 0 7 7 0.8 9 200 0.05 w OFFICES 219 Office s nce 5 4 4 5 0.06 20 13 34 COB 43 450 0.10 _"2- LL�a TotnU 50 48 Mox ZP. 1 0.15 1 1 98 98 N i=..f TOTAL 9999 9200 EXHAUST FAN SCHEDULE DIFFUSER/ORL1.E SCHEDULE Q NECK UNIT NO. LOCATION 5ER MANUFACTURER FRAME VE5 HP PHASE VOLTS TYPE GFM S.P. BLADE FAN DRIVE STARTER PILOT UNIT PE5I6N REMARKS MARK d MODEL GGFMSIZE TYPE FACE TYPE PATTERN DAMPER MATERIAL SERVICE FINISH NOTES O OR TYPE RPM LIGHT NEI6Hr EQUIPMENT 5R-I 3 S AS NOTED AS NOTED SURFACE HORIZ. BAR DEFLECTION N YES STEEL SUPPLY OFF-WHITE I 0 WATT5 (MAKE d MODEL) -1 T� AS NOTE) AS NOTED LAY-IN LOUVER U.N.O. YES STD SUPPLY OFF-WHITE 1, 2, 3 EF-I MEZZANINE A.V. ROOM 328 W I 115 CABINET DIRECTEN 10 0.3-15' GENT. q50 DIRECT MANUAL NO 100 6RE -EfX, C5P-Ag00 2, 5 CD-2 T AS NOTED AS NOT® SURFACE LOUVER U.N.O. YES STEEL `.RIPPLY OFF-WHITE I, 3 EF-2 ROOF TOILET.RM5. 1/4 HP 1 115 DOME b00 0.5-15' GENT. 1075 BELT MANUAL YES 100 6iEEFEC.K, 68-101 1, 4 TOG CD'3 T� 4-MAY 0 AS NOTED AS NOTED 5URFAGE LOUVER U.N.O. YES ALUMINUM SUPPLY OFF-WHITE 1, 3 EP-3 ROOF HORKSHIOP I/b FP I 115 DOME 300 0.3-5' CBOT. q30 BEDT MANUAL YES 100 6RE?+EGK, 6B-OBI I, 3 CA-4 C 435 PLUS, INC. PER RTU PER MAAFf. NA DI.PD NA YES STEEL SUPPLY OFF-WHITE I 1 DLPD 2010-10 SIZE SIZEIZE EEL DLPD 2510-15/13 SIZE SIZE CA3 QJft85 PLUS, INC. PER RTU PER NA �Po NA YES STEEL SUPR-Y OFF-WHITE I GUR MAN CA-b LPD PLUS, INC. PER RE PER SIZE NA DLPD NA YES STEEL .RIPPLY OFF-WHITE 1 0^ DLPD 2406-1.5/8.5 SIZE SIZE GD-1 CURB5 PLUS, INC. PER RTU PER MAMFG. NA DLPD NA YES STEEL SUPPLY OFF-WHITE I 1.� DLPD 180E-5/6 SIZE SIZE REMARKS, I. PROVIDE HITH 6RAVITY BACKORAFT DAMPER, 3. FAN CONTROLLED BY WALL SHITGH WITH I HOUR TUTUS �A BIRD SCREEN, 15'H16H INSULATED ROOF CURB, TIMER HALL SWITCH FURNISHED BY MC. HALL 6-I _� AS NOTED AS NOTED SURFAGE HORIZ. BAR NA YES STEn ' OFF-WHITE I N� _ BUR.61M BARS, DISCONNECT SHITGH,AND SWTCH INSTALLED AND HIRED BY EG. TUTUS ~O BELT DRIVE NTH ADJUSTABLE MOTOR PULLEY. 6-2 �_� AS NOTED AS NOTED 5URF TRANSFER AGE HORIZ. BAR NA NO STEEL TRANS OFF-NHITE I (V) 4. FAN CONTROLLED BY ENERGY MANA6ETENT W M 2. PROVIDE HITH 6RAVITY BAGKDRAFT DAMPER, SYSTEM. 6-3 TITUS AS NOTED AS NOTED LAY-IN E66GRAlE NA YES ALUMINUM RETURN OFF-WHITE I, 2 3OD DISCONNECT SWTCH,FLEXIBLE INLET AND 50 OUTLET DUCT GOHECTIOIS,VIBRATION 5. FAN CONTROLLED BY REVERSE AGTIN6 TUTUS TAN/ 150LATION HAN6E25,SUPPORT RODS,AND THERMOSTAT.THERMOSTAT FURNISHED BY MG. 6-4 550-W AS NOTED AS NOTED SURFACE HORIZ. BAR NA YES ALUMINUM E%FWnT OFF-WHITE I Y VARIABLE SPED CONTROLLER SET INSIDE FAN THERMOSTAT INSTALLED AND HIRED BY EC. Q C(0CMBIET. NOTES, I. DIFFUSER DES16NATIONS ON PLANTS AS FOLLONS, 2. PROVIDE FRAME SUITABLE FOR LAY-IN CEILIN6. � d J r g 6RIIIF, (RESISTER, OR 3. 24' x 24' CEILINf DIFFUSER MODULE UNLESS NOT®OTHBbH15E. Z Q ry OAS F�UNIT HEATER SCHEDULE AS NOTED TYPE�_400 GFM r OR GRILLDIFIFUSIER NECK SIZE �E. Z W AS NOTED ABOVE 400 12M 51 GRILLE/R6615TER cc AIR Q)ANTITY--- UNIT NO. LOGATION SERVES ELE TRICAL- GFM EAT LAT INPUT OUTPUT FLUE EFFIGIENGY 6A5 OP. NT. DE5I6N REMARKS Q V O 3 (DEG) (DEG) (MBH) (MBH) SIZE PRESSURE (1-55) EQUIPMENT VOLTS PHASE HP RPM (IN WG) (MAKE d MODEL) a UH-I R(ECEIVINNG AREA SAME 115 1 1/8 --- 2200 65 115 115 156 5' 80.0% 1' 160 LBADX, LF24-200 1 THRU l REMARKS, I. AbA, UL 4. PROVIDE 'B' FLUE THRU ROOF W/AR'PR4VED GAP. I 2. UNIT HEATER CONTROLLED BY HALL MOUNTED THER405TAT AND S. PROVIDE 30 DEGREE D15CHAR61E NOZZLE. U MONITORED BY NOVAR SENSOR. THERMOSTAT FURNISHED BY y MG. NOVAR SENSOR FURNISHED BY 6G OR EG. THEW05TAT 6. MOUNT BOTTOM OF UNIT AT 12'-0' AFF. LJ JL� 3K' AND SENSOR IN ED STALL AND HITS BY W. MICMGL CRISLIP TO EM DRANIN65 FOR 3. PROVIDE 5TAINLE55 STEELHEAT EXGMAN6ER, SPARK 1. REFER ENER6Y MMANA61EMENT SYSTEM. NAIL INFORMATION ON O 16NITION, INDUCED DRAFT BLOYER, LIMIT CONTROLS. A R C H I T E C T 2500E EMERY ROAD,SUITE 100 CLEVELAND, OH 44128 m di TEL (216) 223-3200 Y FAX 1218E 223-3210 S www.herschmanerchitects.com v 0 N n H.V.A.C.SCHEDULES CONTRACTOR MUST VERIFY ALL CLEARANCE5 AND ,,dl DIMENSIONS IN FIELD • aE4 R N PREFABRICATED WRI ATED ROOF CURB NNIV WITH DIICI®RIPPLY RIU W71FH DRUMLOINEEI RIPPLY FLBNIY FURNISHED UNDER DIV.15,INSTALLED TINDER ROOF TOP UNIT ROOF TOP UNIT DIVISION T CONSULT ROOFING MFR FOR 2 w m ROOF TYPE AND COORDINATE D616N OF O OLOCKING CURB WITH ROOFING REWIREMEN15. 1 ON STRUCTURAL ROOF CURB.SET ROOF CURB 11 REWIRED D ONLY T ITS NTH WITH CHDUCTS. S.SEE Nr. ON STRUCTURAL STEEL AND SHIM DEAD LEVEL. R6QI11RED ONLY AT UII15 WITH BRANCH DUC15.SEE C SECURE ROOF GARB TO FETAL DECK AND RN CODED NOTE 10. TO ROOF CURB. 8 "� 12 d to '--' \ O2 TRANSITION TO CONNECTION SIZES IN DUCT REM AIR RE65TEtR,6-2. 18 18 RSE.REFER TO PLANS FOR SIZES. 45 FACTORY PROVIDED DRUM LGNHt PIa+Ir1 DIFFUSER PROVIDE TAPERED CURB j S 5 (DLPD)SYSTEM TO MATCH UNIT GFM.INSTALL DLPD Deel•n aM oon irvoeon d..wnant. AND/OR SHIMS TO MAKE TOP Jt 19 --y 1� O3 I'AC40ZTIG LINING IN SUPPLY AV RETURN AIR SYSTEM AT HEIGHT AS INDICATED ON DRANN6 HID. ea metrumente or..r.bs era Even OF CURB��I wg / DX.THIORK FROM FAN DISCHARGE TO POINT AIR FLOM 15 NOT TO BE BLOCKED BY RETURN AIR m mmllhoo,.na me,l,the oroWt, �� OIm 1 O O INDICATED ON MECHANICAL DRAM 80'-o DUCTWORK OR BEAMS.COORDINATE WITH DRAWRK of Hof.ohe.n Arohlteoe. The... f thl.&.pe.m thee.....hu.ten BACKDRA.Fi oft MIN)DUCT SI2E5 INDICATED ON PLANS ARE HID. uowortmt for perpo.es other then MOTORIZED DAMPER ROOF DiCPK RDOF DBI 14 EXTERIOR AND INCLUDE LINING. tbs epeoee pr.lsm....d three I. ROOFING HEM1BRAW 11 11 1 14 VENDOR 012 TO PROVIDE BURGLAR BARS, WWII prohibited whom exp.....d STITCH WED a A5 GALLED FOR 4 9 g 4 Vitt,,ooneent of hhhh.ol creep, 4 ®REFER TO STRUCTURAL DPAWIN66 FOR 61RDER Arohltsot. 17 0 21 10 8 17 0 AND JOIST LOCA710N5,51ZE5,AND DIRECTION. 15 SUPPORT OLFD FROM JOIST M E BBtS,AS WCE55ARY,____ _________________________ ________ J05T SPACE J t J05T 5P ` U51%5/6'ALL THREAD.COORDINATE WITH STRUCTURAL 11L DateRAPACK OPENING BETYgN ROOF DECK AND E GIHEERPROP TO ANY MURK.MOUNT OIIGTWORK A5 DUCTS AND ENTIRE CURB CAVITY WITH 01/05/2014 PERMIT IN1oA1LATON 1 In'X I V2'X 3A6'AN6LE 3 M1OUNr DICTYDRK A5 15 ® 18 MON T POSSIBLE. FIBERGLASS INSULATION.PROVIDE 3 ALT. 18 TURNIN6 VANES-(1YPIGAI.). MOUNT A5 HIGH SEAL BOTTOM OF DUCT HIGH AS POSSIBLE. 3 LAYERS OF SAT'6YH8.AM I'R5O IRON ALL ARCUND T ROOF STDEGK AND AS POSSIBLE WATER T16W �5A SA. INSU.ATION.SEAL AND STPf#R ALL SEAMS. 17 ADJUST RETURN AIR DUCT SIZE(MAINTAIN ELVIVALEHT OTA4/2014 FOR END PROVIDE 5HEETMETAL ENCLOSURE AT DUCT GARB TO SIT ON TOP 13 SEAL BOTTOM OF AREAL A5 REWIRED TO FIT RETURN AIR DUCT IP IN SLEEVEYELDED REIIARN AIR GRILIF SIZING DUCT HATER T16K PENETRATION COVER IF AND FOLD ROOF DECK TO PLACE. JOIST�AIRFLOW FRDM SUPPLY AIR RETURN RPLENMa REGISTERS. n OF FETAL DECK I/4'THICK STEEL SLEEVE,BARS IIL� REFER TO 57RUG1URAL PLANS AT SEAMS,WI1H 3/4'DIA BARS _Np�S, TONS GRILLE SIZE GWLLE OUAN11tt FOR SUPPORT OF ROOF CURB ON MAX.6'CENTERS,BOTH WAYS, A.CONTRACTOR SHALL COORDINATE ROOFTOP UNIT LOCATIONS WITH STRUCTURAL DRAWINGS. 20 60x24 2 © FIELD INSTALLED SMOKE DETECTOR IN RETURN 2'MID INSULATION, AND CONNECTION TO ROOF WF3DED TO SLEEVE 18 175 60x18 2 AIR DUCT OF RN TO SHUT 0"RN UPON 'K' B.CONTRACTOR SHALL COORDINATE ALL ROOF OPBHINS5 WITH STEEL FRAMING AS SNH O ON STRUCTURAL DRANNS-FIELD IS 60x16 2 ALARM. O NOTE.BO TOM OF RETURN 19 ROOF FLASHIMI6. SLIP CONNECTION TO VERIFY CONDITIONS.SECURITY BARS SHALL BE PROVIDED IN ALL OFENINlfi 7HRU ROOF.SECURITY BARS SHALL BE 3/4' AIR DUCPWORK SHALL NOT BE DUCTWORK ALL AROUND. RIBBED TOOL RE515TANT STEEL BARS ON 5'CENTERS INSERTED THIN)2 1,2'W x 3/8'THICK HORIZONTAL BARS ON 12' 13 48x18 2 LDHER THAN BOTTOM OF O7 CONDENSATE DRAIN WITH LLFAMUUT AND DEEP ©REMOVE ANY EXISTING STRCTURAL BRACING AS EXHAUST DIICTNIORY CENTERS. 10 %xl8 2 BAR JOIST. SEAL ]DRAINING. .REFER TO DETAIL ON THIS RECIIRED TO INSTALL RETURN AIR DIYU CTRK UP IN J015T NGALE AND PROVIDE ANY MENATE REM) URN. C.SEAL ALL DUCTVDRK OPEIINCf�WITH NON-HARDENING MASTIC. 85 30z18 2 _ ERASING A5 REWIRED.COORDINATE REMOVAL AND 75 30x16 2 O GAS GOR4EGTION NTH 6 REFER TO PLIGAS COOK, �UNION NN FOR ADDITION OF STRUCTURAL BRACING WITH STRUCTURAL D.DUCTWORK TO BE MOUNTED IP WITH-IN JOIST SPADE WEEVER POSSIEN-E. IF DUCTWORK CAN NOT BE INTED UP WITH IN ENGINEER PRIOR TO ANY WORK JOIST SPACE,THEN BOTTOM OF EXPOSED DUCTWORK TO BE AS FOLLOWS, 6 24x16 2 GAS PIPE SIZES. -5AL15 FLOOR,A5 HI6H AS P0951BLE AT A MINK44 HEIGHT OF II Q 45 DEC.TOP RETURN OPENING.PAINT INTERIOR OF STOCK ROOMS,A5 HI6H A5 POS51BLE O FLEXIBLE CONECTION(TYPIGAU. ALL DUCTWORK VISIBLE FROM FLOOR NTH PAINT TO MATCH BOTTOM OF ROOF DECK ADJUST RETURN DUCT E PRIOR TO ANY WORK,WWRAGTOR SHALL CONFIRM IN FIELD THAT BOTTOM OF DRUM LOUVER PL.EWM DIFFUSER OLPD) 10 AT AND D SIZES. -Ge PANS SIZZEINN MAINTAIN EW V EN CASE SHALL RETURN AIR 1 ROOF TOP EXHAUST FAN CURB DETAIL CAN BE MOUNTED ATHE16K INDICATED ONORAWINGHD.DRUM LOWER PLENUM DIFFISERSHALL NOT 13EMOUNTED 2 � ROOFTOP AIR CONDITIONING UNIT DETAILS FOR IN NO SCALE: NONE ABOVE HEIGHT INDICATED ON HID. IF DRUM LOWER PLENUM DIFFUSER GAN NOT BE MOUNTED AT HE16W INDICATED ON SCALE: NONE DUCT BLOCK AIRFLOW FROM SUPPLY AIR REGISTERS. DRANN5 HID,NOTIFY ARCHITECT AND EN61N$t IMMEDIATELY WITH ANTICIPATED MOUNTING HE16HT5 FOR EACH LOCATION AIR FLOW 15 NOT TO BE BLOCKED BY RETURN AIR DUCTWORK OR BEAMS. CONDENSATE PIPE SIZES NOTES, TONS PIPE SIZE• 1. SUPPORT D.PO FROM JOIST UNIT GONDE715ATE GONNC-G710N 0-5 1' 351WMEMBERS,AS�DESSARY,USING 6 70 I-V4' UNIT 7 2. INSTALL DPD IN ACCORDANCE I TRANSITION L�WITH THREADED GIFAIHOUT GAP hYPJ RMSHED UNDER. INBLLATED ROOF CURB /� 31-50 I-I/2' Fi1RNiSED IMDER DIV.15,INSTALLED UNDER NTH MANUFACTURERS S-17O 2' DIVISION 7. CONSULT ROOFING MFR.FOR t�l TION INSTALLATION INSTRUCTIONS. ROOF TYPE AND COORDINATE M516N OF •OR USE CONNECTION SIZE, CAdRO WITH ROOFING REWIREMENTS. MAIN DUCT OR 3. FOR BLARES MIAY BE REQUIRED BRANCH CONDENSATE LIME CENTLiRED ON H1NICfEVER 15 LARbER FOR BALANCING. / \ CONCRETE SMASH BLOCK 4. INSTALL V"AT HEIGHT / I �l DMAHLAL A�VOLUM E UDOATED ON DRANNS ND. IC / . MIN.3' I'X I XOERIIERE H KeLK-OETE 5P.F5H PAD FF PAD ROOFINGPROVIDE TRANSITION DCTWORK MEMBRANE BETWEEN ROOFTOP UNIT AND \ — 2'X 2'RUBBER WALK-0OFF PAD D-PD AS REQUIRED. I FLEX DOLT EXCEPT THREAD®CI.EMIOIR RDOFIMS MASTIC to _ ____________________ HPROVIDE TAPERED I IN EXPOSED AREAS ROUND 5F�T METAL DUCT TO ROOF 2,�/- G1RB AND/OR SHIMS TO I DIFFUSER UNXIDS INDICATED MAKE TOP OF CURB INSULATION OTHERWISE(SE PLANS FOR SIZE) ROOFI 6 INWATION DEAD Lam. I �r PER CODE �SQUARE TO ROUND ADAPTOR Drawn By: mid 13'DEEP CURB Ti"IT ON TOP - OF METAL DEC.K \—GEILINS Project No.: 14141A0 GONDEN'ATE DRAINAGE PIPING SYSTEM TO BE J R�TTO SUPPORTTSTRUCTURAL CEILING GRID 5GHEDULED 80 W RATED PVC.DO NOT INSULATE OF ROOF CURB AND LAY-IN SUPPLY DIFFUSER.LOCATE IN ABOVE-ROOF CONDENSATE CONNECTION TO ROOF CEILN6 WITH OPPOSED BLADE DAMPER PIPING. DECK• FOR VOLUME CONTROL FROM FACE �, TO M TCH RTL ALBUM DIFF5UB2(DI.PD TO MATCH RN SIZE. 3 CONDENSATE TRAP AND SPLASH BLOCK DETAIL 4 ROOF TOP UNIT CURB DETAIL 5 DRUM LOUVER PLENUM DIFFUSER DETAIL 6 LAY-IN CEILING DIFFUSER DETAIL SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE EXHAUST FAN POYER WRING BY DISCONNECT SHAH I DIVISION 6. 14'HIGH PREFABRICATED BIRD SGREBH, INER LATHD ROOF CURB.REAR TO EXHAUST FAN O1RB DETAIL ON SECURE FAN TO OIRB THI5 DRAWING. WITH SCRB'b OR LA6BOLTS. STRICTURE STRUCTURE !A ROOFING MEMBRANE. u, —9:PPORT FROns -SUPPORT RODS FLEXIBLE § FLEXIBLE GONNEGTION CONNECTION ROOF INSULATION O PICA FAN DISCHARGE ___ O VIBRATION DUCT.TRANSITION A5 0 ISOLA71ON EXHAUST FAN REQUIRED TO FAN EXHAUST FAN HANGERS C12MTIOK SECURITY DUCT BARRIER,MODEL SDB BY TURTLE AND BAILEY. FAN INLET DUCT. FAN DISIAHAR6E TRANSITION AS VIBRATION ISOLATION DUCT.TRANSITION AS INSTALL SUPPLY REGISTER RKi11RFD TO FAN DRFCILY INTO SIDES OF RECtlUIRED To FAN HANGERS CEILING GRILLE CEILING NHE E SUPPLY AIR DCT5. ��FOR SIZE. GONNEGTION. CONNECTION. PROVIDE)WITH FAN APPLICABLE) BLIP CONNECTIONS TO BARRIER MODULE. It— ROOF OPENING BY S.C.(SIZE VARIES. fr REFER TO DRAYUNG 144D FOR ROOF O OPENING SIZES AND COORDINATE NTH STRUCTURAL WAWIN65). ^ 7 IN-LINE EXHAUST FAN DETAIL 8 CEILING EXHAUST FAN DETAIL 9 SIDEWALL SUPPLY REGISTER INSTALLATION DETAIL 10 POWER ROOF EXHAUST FAN DETAIL N SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE C0 O W M i VEA11iERPROOF TOP.Wl TYPE B 6A5 VENT PACKAGE, 3 00 TAKE-OFF ROUND E MINIMUM HEIGHT AT LETYPE B YEW PIPE. Y FOR NIGHER THAN AN EiBOW WITH AC0118IIC PORTION OF BUILDING STORM COLLAR A IJ'® • DISTMTHIANCE OF I�PROOF HASHING. 7U�JP10 VANES DUCT air CODE MIN F). OF SUPPORT FROM STRUCTURE _ —_ MOTE MI) 51 Z Q ABOVE ROOF). NIHRFADED RODS,PROVIDE ERAMOFF IFF AMOF F CA 0 LL i VIBRAnoN ISOLATION ANDrANGILLAR SUPPORTING STEEL A5 REWIRED. .ro ZTOSECC RE NTH LOCK WASHER AND RECTANG" � Mvr FUM - Qo TO UHcn ROOF THIMBLE. 1pM M GON ECT To FXivn r FAA IGH !) TEE NTH GLEAN OUT. CpUCT v1FR15Bi/ CONNECT TO 6A5 COCK PROVIDED 9T DWT \ UNIT HEATER MOULT BOTTOM BY PLUMBING CONTRACTOR AT 12'-0'AFF. _ MAX L13H6TH=4B' g NQZfat j CONNECT TO OAS TRAIN ON ADJALE1f TO TO MAM1Al. TOR UNIT NTH APPROVED FLEXIBLE 7iiy —4 ALLOW SERVICE AND MOVEMENT. 10LIRAE I. TOLILN N� I TES I'INTERIOR CONNECTOR UAAF@N NOTED.DUCT 512E 15 EXTERIOR AND J /// ,J,-I',' UNION-� / 6'DAP DIRT LES-HILL SIZE OF INGJAES LINII PIPING. CRISLIP LAP. ARCHITECT NOTES,AD I.. ADDITIONAL OFFSETS MAY BE REWIRED BY FIELD CONDITIONS AND LOCATION OF UNIT HEATF3t. 2.&AS PIPING,PIPE SUPPORTS,VALVES,ERG.FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR CLEVELAND, 5. FLUE(WERE HORIZONTAL)AS HIGH IN STEM JO5T5 AS PRACTICAL. T E EMERY ROAD,SUITE/00 TEL RUN 2 61 223-3200 N 4.FLUE TliRll ROOF TO MAINTAIN MINIMUM CLEAR DISTANCES FROM OBSTRUCTIONS A5 REWIRED. FAX (218223-3210 0 5.THIMBLE RFN19W BY MECHANICAL CONTRACTOR,INSTALLED BY 6G, wwwAsrechmenerchlteote.0 0m 11 GAS UNIT HEATER DETAIL 12 TYPICAL DUCT TAKE-OFF DETAIL Q, SCALE: NONE SCALE: NONE HN.A.C.DETAILS CONTRACTOR MUST VERIFY H2.1) ALL CLEARANCES AND DIMENSIONS IN FIELD ER H.VAC.GENERAL NOTES 2 01 I. CCONTRALTOR SHALL VISIT 517E PRIOR TO BIDDING PROCESS AND FIELD VERIFY EXISTING CONDITIONS. CONTRACTOR SWILL TAKE ALL 114TFRFERINCE5 INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH ECIII VALENTC- AREAS TO MATCH DUCT SIZES A5 INDICATED ON DRAWIN55. l �' �P 4i I 2. CONTACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES,DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE NOW, a:navunwemo:of.ewio.:n pwn 3. CONTRACTOR IS RESPONSIBLE TO AND SHALL PERFORM ALL WORK IN ACCORDANCE NTi THE LATEST STATE CODES, .wm■,noe,na nm.n me property TON6I4IP,AND NFPA,05HA,AND THE RULES AND RE6U-"TONS OF ALL CITY,5TATE,AND FEDERAL AUTHORITIES HAVING of Imre,hmen Al..-I.. The u,s JURISDICTION PROVIDE OVER NTH CERTIFICATES OF INSPECTION. I mw deegn,m Mew,on,o-u,n,n bPeunenh l,r pvp,eee other M•n 4. THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED.ANY .i'at�wobnteie,e ornmomt�e orr'e�wh DIMENSIONS NOT 54OYN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRANNI65.FOR EXALT LOCATIONS,HEIGHT,DOOR wrnhn coneant of wwneei crrb. SWIN55,MOUNTING HEI6HT5,ETC. REFER TO ARGHITEGTURA-DRAWN65 AND DETAILS. Ar,nn.et. S. PRIOR TO STAURTIN6 ANY WORK,RIRGHA5E OF EQUIPMENT,ETC.COORDINATE THE WORK NTH OTHER TRADES. CONFER WITH Date Issue OTHER CONTRACTORS HHO5E WORK MI6HT AFFECT THIS INSTALLATION AND ARRAN6E ALL PARTS OF THIS WORK AND 01/03/2014 PERMIT EGYIIPMENT OF OTHERS,NTH THE BUILDINS 0045TRIUCTION AND NTH ARCHITECTURAL FINISH. 6. CONTRACTOR SHALL 60ARANTEE ALL WORK AND MATERIALS FOR ONE YEAR,EFFECTIVE THE DAY THE PROJECT 15 ACCEPTED OTA4/20I4 •FOR BID BY THE OW1BR. REf216ERANT COMPRESSORS SHALL BE 6UARANTEED FOR FIVE YEARS BY MANUFACTURER. AFF ABOVE FINISHED FLOOR ATDH • ATV AR TRANSFER DUGT S-2,WALL DUCT SLEEVE. 1. ALL ECUPMENT SHALL BE LABELED AGC.ORDIN6 TO NREBRIN6/IDENTIFICATION SYSTEM PER PANS. GRILLE B' BOTTOM OF TYR 0 AIR TRANYSFO2 DUCT OPENING 6. ALL EWPMENT SHALL BE INSTALLED PER CODE AND Mb4NFACTIRER5 REWIREMT5 FOR SERVICE AND ACCESS SHALL MATCH GRILLE SIZE CO GEILIN6 DIFFUSER REF AI Hi TO DRNS HID FOR GLEARAHGES. CF4 CUBIC FEET PER MNJTE GRILL SIZES. 9. ALL EMPMENT SHALT-BE U1 LISTED. �`NOTE,INSTALL 61RILLE 50 10. ALL INSULATION SHALL BE RUN CONTIWOU5LY THROUGH FLOORS AND PARTITIONS. C0ML COMCxT/C0RECTION BLADES AN6LE 6-2,WALL WALL UP ON PACE CPRII-Li It. DO ALL NECESSARY COTTINS AND ROUGH PATGHIN5. FINSH PAINTHN6,FINI5H PATCHING AND PVVER WRING 15 BY OTHERS. COWL CORRIDOR WALL TYP.(2) CUI CABINET UNT HEATER 12. RffHR TO ARCHITECTURAL REFLECTED GEILIN6 PLAN FOR EXACT LOCATION OF ALL MEC+IANIGAL CEILING EQUIPMENT. VIA DIAMETER 13. COORDINATE EXACT LOCATION OF ALL ROOF MOUNTED EGUIPMEW NTH STRUCTURAL PLAN6,SPECIALLY-DE516NED JOISTS, ETC. DES DEGRffS 14. GU`MNS OF ROOF,INSTALLATION OF CURBS,AND PATCHING OF ROOF SHALL BE BY ONEfR5 ROOFING CONTRACTOR AND DLPD DRUM LOWER P.E4M DIFFUSER SYSTEM ATD-1 WC"VEW A7D-1 PLAN YEW PAID FOR BY WAG CONTRACTOR TO MAINTAIN ROOF WA JW4 TY. Om DRAWN6 15. ROOF CURBS SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REQUIRED. TOP OF CURB SHALL EF LEVEL.SEE EA EXHAUST AIR AM-2 ARCHITECTURAL/STRUCTURAL PLAN5 FOR SLOPE AND STRUGTURE INFORMATION.ROTATE UNITS A5 REQUIRED. EER R3ER&Y EFFICIENCY RATIO 6-2,WAN. DUCT 51-EFVE. I6. ALL ROOF TOP EQUIPMENT SHALL BE LOCATED A MINIMUM OF 10'-0'AWAY FROM T E ROOFS ED6E. GRILLE APBUN6 ff E)OIA157 PAN ABOVE AIR L MATCH DUCT GAZING Il. MAINTAIN A MINIMUM 10'-0'BE1{$TI OUTDOOR AIR INTAKES AND EXHAUST FAN DI5GIAR6E AND PLUM81N6 VENTS,ETC.FIELD CBILM6 SHALL MATCH GRILLE SIZE EFF. EFFIGIBDY 4 RE13Z TO DRAWING HID FOR COORDINATE. GRILL SIZES. 18. HVAC V UCTYDRK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE NTH A5HRAE AND LATEST SMALNA STANDARDS. (I ESP. EXTERNAL STATIC PRE551.RE NOTE.INSTALL 50 PROVIDE TURMN6 VANES IN ALL ELBOM.DUCTWORK 5HALL HAVE A MINIMUM PRESSURE CLA59FICATION OF 2',SEAL CLASS EW EXHAUST BLADES AWLE GELIN S 62,WN1 G,NTH A MAXIMUM LFAKA6E RATE OF 5%. UP ON FACE 6 6RILLE wALI WALL 6WLLE 19. PROVIDE TRANSITIONS AS REQUIRED TO CONNECT BRANCH DZT40RK TO DIFFUSER NECK. HP HORSE POH R 20.PROVIDE A MANUAL BALANGINS DAMPER AT ALL SUPPLY AND RETURN BRANCH TAKEOFFS,IN MZE551BLE LOCATION OR WITH Hm HEATN E, ACZZ55 DOOR. 21. FLEXIBLE O%I EGTION 5 SHALL BE USED AT ALL DUCT CONNECTIONS TO RTPS,EXHAUST FANS,AND CABINET HFATER5. KW KILOWATTS • LD LINEAR DIFFISB2 AM-2 BEC710N YEW ATD-2 RAN YEW 22.DUCTWORK DIMENSIONS NOTED ON DRAWN65 ARE EXTERIOR DIMENSIONS AND INGLUDE LINING. MOH THOUSAND BTUAIOUR 23.INSTALL BOTTOM OF HORIZONTAL,DT05M DUCTWORK IN SALES AREAS AS 1416H AS POSSIBLE UP NTH-IN J015T SPACE TO A71D-0 MAINTAN MAXIMUM CLEARANCE. IF TH15 15 NOT ACHIEVABLE THEN ALL DUGT WORK SHALL BE DE5164D AND INSTALLED Drawn By: mld MVD MANUAL VOLUME DAMPER T16HT TO BOTTOM OF 5TZUCTIRE TO MAINTAIN MAXIMUM CLEARANCE. BOTTOM OF DIFFUSERS SHALL BE MOUNTED AS DASHED LINE DUCT MAT(GFM INDICATED ON DRAWING HID(50 A5 TO MAINTAIN CLEAR'LINE-OF-516HP FROM MAIN VESTIBULE). IF THESE DIMENSIONS ARE project No.: 1414E DSO OA OUTSIDE AIR IMOCATS I/2' NOT OBTAINABLE,CONTRACTOR SHALL COORDINATE EXALT HE16HT NTH ARCHITECT PRIOR TO ANY WORK ACOUSTIC LINING 12N 10* 350 OPERABLE YEICAfR - 24'X 10' TOO 24.INSTALL BOTTOM OF HORIZONTAL,F�DUCTWORK IN STOCK ROOMS AS H16H AS POSSIBLE WITH DIRKS MOUNTED A5 -GRILLE INDICATED ON DRAWING HID. IF THESE DIMENSIONS ARE NOT OBTAINABLE,CONTRACTOR SHALL COORDINATE EXACT HE169 PS56. `PRESSURE _ _ TYPE 6-2 SIRED 24•X Ib' I400 NTH ARCHITECT PRIOR TO ANY WORK. RA RETURN AR AS INDICATED. 62,HALL 25. RETURN AIR DUCTWORK 5HHALL BE INSTALLED AS HI6H AS POSSIBLE IN JOIST SPACE CONTRACTOR SHALL REMOVE BAR RO ROOF OPBRIN6 W4LL GRILLE JOIST BRACING AND IN5TALL N E N BRACING PER STRUCTURAL E%ISEE R RfSIUIRBCEMS ONLY AFTER APPROVAL FROM RN ROOFTOP MIT CEILING STRUCTURAL EN51NEM REFER TO STRUCTURAL DRAWIN55. ATJ3 A7D3 AI 26.THE BALGIN6 CONTRACTOR 5HHALL BALANCE AIR FLOW QUANTITIES TO NTHIN 5%OF T DESIGN CONDITIONS L15T:D ON SA SUPPLY AR SIR STATIC PRESSURE TYPE 6-2OR 33 L ~6-2,OR 3 5Y5rB1 FOR THE PROJECT. AI.L R-AN5. THIS CONTRACTOR LOFTHEABOVE INCLUDE ONE nWORK IT5FW1 BE AT NO ADDITIONAL G05T TO 7NE ONER.IONAL SET OF BELTS AND SHEAVES AND INS FOR EACH 62OR3 SR SUPPLY RESISTER 2-1. ALL FIRMS,DUGTS,VENTS,ETC,EXTENDING 7HROU614 WALLS AND ROOF SHALL BE FLASHED AND COUNTER-FLA HEO IN A r TOP of ATD-8 SECTION VEW A7D-3 PLAN VEW WATERPROOF MANNER rSTAT THERM105TAT DUCT MAX8.SPRINKLER CONTRACTOR SHALL COORDINATE INSTALLATION OF SPRINKLER PPIN6 W OR WITH DUCTWORK,LI&HT5,AND PARTITION X GFM ATD-4 LAYOUT. LIGHTS ARE NOT TO BE MOVED,SPRINKLER PPIN6 SHALL BE ROUTED AROUND LI6HT5 A5 REWIRED. TYP TYPICAL 12'.10' 350 29.FIELD COORDINATE EXALT LOCATION OF ALL THERMOSTATS AND TEMPERATURE SENSORS 50 AS TO NOT BE DIRECTLY Uhl UNIT HEATER DASHED LINE IYX M 110 13LOWH'ON AND NOT NEXT TO ANY HEAT PRODUGIN6 EQUIPMENT. MCILIT THERMOSTATS AND TEHPERATURE SENSORS ON INDICATE5 I/2' 24'X IV 1400 BACCK�5IDE'OF COIJINHN. COORDINATE ALL LOGATIOR5 NTH SHE.VI6.REFER TO ELECTRICAL DRAWIN65 FOR ALL MOUNTIN6 UL UNDERNUTER5 LABORATORY ACOUSTIC LINING ��5• 6G 6EERAL CONTRACTOR AV.SMOKE DETECTORS SHALL BE FIELD INSTATED AND LOCATED IN THE RETURN AR DUCT TO SHUT DO W THE UNIT UPON ALARM. RB40TE INDICATOR ALARM AND KEY TEST SNTGH STATION PROVIDED 15Y ELECTRICAL CONTRACTOR FOR EACH UNIT. SMOKE FPG FIRE PROTECTION CONTRACTOR CEILING DETECTOR 5HALL BE HIRED TO THE FIRE ALARM SYSTEM BY THE ELECTRICAL CONTRACTOR PER SITE-+5r IFIG CODE PC PLUMOINS CONTRACTOR / WALL ATO-4 REGUIREN8HT5. MG MECHANICAL CONTRACTOR } GEILIN6 6RILLE WALL ATD-4 FL ELECTRICAL CONTRACTOR TYPE 6-2,3 OR 6 6 LOW PRESSURE 6A5 PNG 6-2 OR 3 6-2 OR 3 E IPI N RPS20 R SUATED 2 PSI 6A5 PRNS ATD-4 SECTION YEW A7Q-4 PLAN VEW Q W OR ----- EXISTING TO REMAIN 0 'MY OR -jE-HE- EXI5TINI6 TO BE REMOVED AM-5 'XA'OR ----- EXIST%To BE ABANDONED IN PUCE 6-2,wNl 0 )ft, MIL'OR51ZE TO HEN IDGATON MATCH GRILLE 51 70 ORANNI6 HD FOR 61RILL SIZES. �R 60-2 SENSOR TO BE HI ED BY MG. --NOTE.INST 1•1 02 INSTALLED AD HIRED BY EC. DASHED LINE 6RILLE 50 _ V BLADES �J NOVAR GLOBAL HDITY SENSOR REFER TO IpLgIS MINE ASLE UPON GRILLE (� ® ELECTRICAL DM66 FOR DETAILS. CEILING FACE NyL IYP.(2) (� LENaX HIMDITY SENSOR REFER TO WALL ELECTRICAL VWS6 FOR DETAILS. A7D3 y IT NOVAR INDOOR TEMPERATURE SENSOR Lf,TL REFER TO ELEGTiIGAL DW55 FOR DETALS. 0 5Q NOVAR TEMPERATURE SENSOR REFER TO Aro"5 i YEW ATD-5 RAN YEW ELECTRICAL-PASS FOR DETAILS. a. QT T$d405TAT.R0a5HD BY MG.INSTATED rn AND MIRED BY EC. Y/ T O INDICATES GODED NOTE W� M OD MY7 MOTORIZED DAMPER 120 VOLT OD UL'LI5TD FINE DAMPER NTH DUCT Y 0 p� ACCESS DOOR 'a ' UND62 ALARM DETECTOR 5�1 r a J T_ LOCATED,RSTF Fn AND WIRED A5 Z a INDICATED ON FLOOR PAN AND SPEGPICATON5.ALL WIRING TO BE IN CONDUIT PER NEC. ry `�� \ UNDERCUT DOOR REFER TO ARCHITZ7URAL Z?O DRANN65. �3W 0 LowEt®DOOR,W3$i TO ARCHITBGTIRAL .0 LD DRAPIN65.X SOIARE FEET OF FREE AREA a XXX4 FA NOTES FOR ALL AR TR6SFH3R DUCTS, A SEA-VOITIC LINE AdR!WALL AND ALL DUCT PENETRATIONS TIr ININ6. T. I X EOIIPHENT TAS B. ACOUSTIC LINE AR TRANSFER DUCTS PITH 12'AC.OU5TG LIWN6. .¢ DUCT DIMEN SIONS ARE EXTERIOR AND I ALIVE LINNB. f�{ G. ALL 61RILLE5 SHALL BE FURNISHED NTH FRAMES COMPATIBLE WITH WALL OR GEILINC,MECHANICAL CONICAL FLOOR P ONE N HOUR A TIMER HIRED 15EG. FURNSFED BY MUG. D. REFER TO MEGNANILLE ROOF PANS FOR MOIINTN6 fE16F115 of ALL I, INSTALL®AND WIRED BY fL. WALL MOULT 1 6 ABOVE . E. NEl GRILLE IS ABOVE 10'-0'APE.INSTALL GRILLE 50 BLADES ANGLE UP ON FACE \j F. ALL 6RILLES ON SALES FLOOR SHALL 13E INSTALLED ABOVE PANT BREAK LINE UNF55 INDICATED OT 341M ON FLOOR PLAN. MICHML CRISLIP ARCHITECT 0 2500E EMERY ROAD,SURE 400 n CLEVELAND, OH 44128 TEL 1216) 223-3200 FAX (216) 223-3210 .-herschmenerchitects.com a 1 HVAC LEGEND 2 AIR TRANSFER DUCT DETAILS n SCALE: NONE SCALE: NONE H.V.A.C.DETAILS AND NOTES AI -L CLEARANGES AND rCO DIMENSIOLRNS INMUST FIELDVERIFY ■ R w � m w 0 oeeUpn tna oonslrepnon aowmeme ae bttrumente pl esrvbe ere plven b aie, We A remtM lea property .this d men hd thepl6. The eee pl IeM aetgn Intl Mete opI—W. ft,m or purppeee the,the, the p.10b bred 1,mea ep— M tirbMy prn,,,t t M11 1 011Itetl rlllen ppne•nt of Mloeesl Crlelp, Araepeel. Date Issue O'I/05/2014 PERMIT OIA412014 FOR BID 1 2 3 4 5 6 6. I I I I I I HN.A.C. GENERAL NOTES: A CONTRACTOR SHALL CONFIRM EXALT LOCATION OF ROOFTOP UNITS ON ROOF WITH STRUCTURAL E?SU✓ffR SEGAtE ROOF CURBS TO ROOF STRUCTURE AND FASTEN UNITS TO ROOF CURBS.SHIM CUR95 AS RECARED 50 UNITS SETS DEAD ' LEVEL.PROVIDE CURDS COMPATIBLE NTH ROOFING SYSTEM.INSTALL 51PPLEM ENTAL.9,PPGRT STD AS REQUIRED TO FRAME OPENINGS AS DIRECTED C� Rgll COTRUCOEER.CJJT ECEFOR�ONROOF CONNECn�PRW DE FLEXIBLE CONNECTIONS AT 'SUPPLY RENRN 4 TON C1901-II45 CONNECTIONS.OFFSET AND TRAN51TION SUPPLY AND RE11M DUCTNOW AS OP.WT.=I200k I I REQUIRED TO AVOID 5TIaXTURE. B. INSTALL CONDENSATE SATE DRAINS WITH DEEP SEAL TRAP AND CLEANOUr AND ff 7ERNHATE ON SPLASH BLOCK ON ROOF. 2 ON ROOF r — C. INSTALLATIONruTTINS,or ROOF,15Y O NE R'S ROOFINGCONTRACTOR AND PAID FOR A BY WAG CONTRACTOR TO L®�J MANTAIN ROOF WARRANTY. I I I � I • D. ROOF CUIRB5 SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REiUIRED.TOP ON OF CURB SHALL B ROOF E LEVB.SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SLOPE T B5 TON COOLING AND STRUCTURE INFORMATION ON OPAT.=1750p ®®�RN ROOF E. ALL ROOF TOP EWIPMENr SNALL BE LOCATED A NNIMUM OF IO-O"AMAY FROM 13 TON COOLINGA �\ THE ROOFS EDGE. —� — — — — — — `"r. n'tl — t I F. MAINTAIN A MMM1M 10'-O'BETYEE!OUTDOOR AIR INTAKES AND EwWYT FAN JJ �/ DISCHARGE AND PLUM81N5 VENTS,ETC.r COORDINATE 6. ALL EGIJ RIENT%HALL BE LABELED ACCORDING TO NUMBERING/IDENTIFICATION SYSTEM PB2 PLANS. I H. COORDINATE EXALT LOCATION OF ALL ROOF MOUNTED 55VWM ENT WITH STRUCTURAL PLANS,SPECIALLY-DENSHED JOI5T5,M. Drawn By: mld Project No.: 14141.00 I I I I I aROOF .,TON 0XLING OPYN.=ITSOW CJ Z — — — — —p — — — — — — — — D r II I ON®® IS TON COOLING C s 2ROOM I I I I ON ROOF I ® 85 TON COOLING— I Z J V Z I FFLUE Z� ee ROOF I I B TON r,50* O ON _ ON ROOF ROOF R4 ON ROOF ®® I 13 TON COMM W Ch 55 TON COOLING OP.Kr.=Zoo* cr) L J OPYTT.=IrO# L J Y Q QujLo IL J co z �� O z� U3� r A 1 HN.A.C. ROOF PLAN SCALE: 3l32"= I'-O" U MICHAEL CRISLIP ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 Ln TEL (216) 223-3200 N FAX (216) 223-3210 O www.herachmanprchltectp.com Y O ry H.V.A.C.ROOF PLAN GONL CLEAR MUST VERIFY 'H 3 O ALL CLEARANCES AND DIMENSIONS,IN FIELD E R PLUMBING CODED NOTES:0 h 0 m k 1. PIPE DROP SHALL NOT BE INSTALLED IN EXTERIOR WALLS OR ANY OTHER LOCATION SIUB.EC7 TO PREEZINS. 1 A& C- 2. REFER TO CIVIL PRAHN66 FOR CONTINUATION M�yt,P 3. 8'OICOMINS FIRE PROTECTION SERVICE FPL.TO PERFORM HYDRN.LIG CA.OLATION5 TO VERIFY SIZE RE=RED. REFER TO DETAIL ON P RAMIN6 P2D. INSTALL.FER LOCAL AIINOWTY HEAR WALL MIND FENCE. Deew...d o pavponop aoolxnem. ..Mr-111 al.ervb•.n plv.n 4. 2'INC-OMIN6 DOMESTIC WATER SERVILE b pentwno...e ream M.property .t wre.h- Arpnlrepte. Tne uu 5. 5PRW-ER RISER WTH ALL lk RECUR®APPURTENANCES,INLLUDINS POST INDICATOR pnr pvrnaae.00meriln.n AND m. VALVE A FLOW SWTCH. tn•.peolfl. leot n.-n.-I. .rrbrly pronwlted IMout a.pre...I 6. FIRE DEPARTMENT CONNECTION,COORDINATE EXACT LOCATION,HE16K AND TYPE WTH THE Aromreoio..eet or Mbn.el CHIMP, LOCAL FIRE DEPARRffi1T. 1, FIRE PROTECTION BAGKFLOW PREVENTER,INSTALL TkSHT 70 WALL.. Date ssue 8. SBERAL CONTRACTOR TO PROVIDE BOI_LAMRDG AROUND METER TO PROTFGT IT FROM 01/03/2014 PERMIT DAHA6E.BOLLARDS TO MET LOCAL 6A5 COMPANY REGUIREI-ENT5. 01/14/2014 •FOR BID 9. 6A5 METER FlRNI5HED AND INSTALLED PER LOCAL SAS C.O.REGUIRE ENT5.2.0 P516 arrLET PRE5SU 2E AT METER.CONNECTED LOAD 15 2,080 MEN.PC.TO PAY ALL FEES REWIRED FOR 6A5 METER INSTALLATION ONTIN I 6. 10. C TWO P51 6A5 LINE IR WALL,OFFSET AROUND 6171TE5 OR PARAPET.REFER TO P3D FOR it. WILL P05T INDICATOR VALVE. I I 1 I I 12. GA5 PPNB DOM TNRO"ROOF.RE 3Z TO DRAWIN6 P3D FOR CONTINUATION ON ROOF. 11� I I F�J 13. PROVIDE FULL SIZE 6A5 GOGK,UNION AND DIRT LE6 AT SAS GONOEGTION TO UNIT HEATER. 'WOMEN'S RUN AS H16H AS POSSIBLE WTHIN r- ----- - ---- r STRUCT® ` ROOF TO P�I UNITS,DUCTS,NATE HITH IWM GOLF l02 1 6'ST AT IR 9LOPF T 1 BREAK ROOM I I I DUCTILE IRON GRATE 4-01501AR61! 4 L I EXERCISE ——— 1 1 1 AT eD GAP, . 1 GOLF PRO SHOP.,_ PITCH P�TCH COFlR,DOR lb BIKES PROV1 I 1 4'SAK TO 5ANITARC I I 1 1�GO LRER1 WATTS DEAD LEVEL V SERIES 554R INVERT o MANAGERS' -J AROUND TRENCH ,POLYPROPYLENE ELEVATION=-6.0, 1 OFFICE 1 - TRENCH DRAIN SYSTEM WTH BELOW FINISHED I I 1 1/2'DNA F45W AS DUCTILE IRON FRAME.INSTALL FLOOR COORDINATE - REGTUIRED PER PER I S.DIRECTIONS. WTH CIVIL DRAHNGG, I I MAMFAGTLRER. 4 - Jlwl FITTING °ARnALa..IR'BURb-Fl.Ac1'.- - /COUNT RM. . -- - - —-—- - -—- - - - - (CENTER REEKT1 ON I III 1 �J 2 TRENCH DRAIN DETAIL DETAIL a9 ON DRAWN6 NO SCALE CORRIDOR 1 b'Sr AT 1%SLOPE, _ I Drawn By: COD INV._-4D'BELOW _ JANITOR GRADE. T I I I Project No: 14141.00 2 0 HUB FOR DOWSPCUT COORDINATE PITH ARCHITECTURAL I I 1 DRAMINSS-TYPICAL tR 7(PLO,Gas Metera)Above-ground gas meters and piping shall be protected by a barrier in an approvDed���7) Section 312. 1)Construction of steel not less than 4 inches in diameter and concrete filled.ENCASE STORM 5Ed3R5 to I 6'ST AT IS SLOPE, 2)Spaced not more than 4 feet between posts on centerW UNDER LMIINN�OF' FOOTWEAR 1 RFMD1�' 3)Set mot less than 3feet deep in a concrete footing of not less than 15-inches in d OF GOICTRETE-TTV. 4)Set with the top of the posts not less than three feet above ground. I I I -- — 5)Located not less than 3 feet from the protected object. 6'ST AT I%SLOPE, �2C. I�5 BaOW H 2 T SA lol I 3'RG DOMW IN LNASE.REFER TO 100 BULE� DRAWING PEID FOR CONTINUATION. I I I I I I I '2V I' COORDINATE LOADING DOCK STORM I I —- - - 6'ST AT 1%SLOPE, SBI PI INS P NETRATICNS TFRAI3H G RM INV._-4.0 BELOW N/ LOADING DOCK RErAININ5 WALL WTH I 101° 1 1 66IL SRADE STWIGTIRAL EH6lN3 -COORDINATE Q STORM PPE ELEVATION WTH - 1 - - - - - - - - - - ----- - - - - -RETANIN5 WALL FOOTING.TYPICAL. /R -TRENCH DRAIN,REFER TO _....._ V k4 _E I H DETAIL ON TH15 DRAWING. 1 1 N AS WISH AS POSSIBLE I If 0 RM RA WTION SKATE RE, 'w b'ST AT%SLOPE, - V IW.=-bD'6EOW T COORDINATE AC ITS,', FINISHED FLOOR = WX1F TOP FIVPL UNITS, DUCTS,ETC.aw I L_ RECEIVING - 6'5T AT 1%SLOPE, T -- y IW.=-4A'BELOW ( 13 IAH LL 6RAVE. I,15 O — - - 1 -I-I - - -�HUNTiN - - - - - - - -L- - -NOTES, I A. REEK TO INGOMINS WATER WORKSHOP r PR DIA6RAM5DRAWN6 12 P2 IJ22J I Cp m INFORMATION. 1 Q B. BAGffLOW PREVETHLS SHOWN 3/4'IN J015T OUT OF PLACE FOR CLARITY. STOCKROOM SPACE 1. g IN5TALL PER LOCAL AUTHORITY. ° RINKLER AREA ¢o a-ICID to ba 1 ORK RM TEAM SPORTS Z Q TO AT ROOF MN7CH I Q LL TO o FE M J015T LL SPACE AND VIM Z cc 6'5T AT 1%SLOPE, REACH OF A PERSON F IW.=-4D'SOW 0'fli>f SERVICE EP 0 ON THE ll1DDEL 6RADE. 6 T THROWFLOOR, 3 m 2 o ELEOTRICAL ROM 3 l u ff ---- DiSI IAV 1 II T 00 NOT ROUTE PPIN6 ABOVE - 5 ELECTRICAL PAMM LS.-TYP. _ 0 1 PLUMBING FLOOR PLAN I� 7 13 SCALE: 3l32" I'-O" MICHML CRISLIP A ARCHITECT 25001 EMERY ROAD.SUITE 400 O CLEVELAND.OH 66726 g TEL (216) 223-3200 FAX (216) 223-3210 p www.heraohmanarchlteots.com v O o PLUMBING FLOOR GON C LR C "STLEARANCE!, VERIFY ALL ALEARANGES AND DIMENSIONS IN FIELD ■ PUA43M GBIRAL r07M PLUMBING LEGEND (NOT ALL 1-ras usED) N ° I. HEREBY MADE AN IAL 6MITION5. 6ENIRAL AND SPECIAL N(E6M PART OF DIVISION OF THE PELIF GOHU� EXISTIN INSTALL REDUCED P BAC49LON Oy0 Q (� 6EHERAL AND EXISTING UTILITY AS INDICATED o INSOFAR A5 SANE ARE APPLICABLE TO THE WORK UNDER THI5 DIV1510H AND - -SAN- - SANITARY SEVER BELCH 6RAOE PREVBRTE R,PIPE RELIED PORT FA.I.SIZE TO FLOOR DRAIN WITH 2'AIR 6AP. p� I1NLE55 OTHERWISE SPECIFIED. Sod SANITARY 56'E2 ABOVE GRADE BALK ON HAIL.. 2. SCOPE, PROVIDE ALL LABOR,MATERIAL AND EQUIPMENT REG111RED FOR THE ------V------ SANITARY VENT IX)F£57IO WAITER FETH2 NTH REMOTE COMPLETION AND OPERATION OF ALL SYSTEMS IN THI5 SECTION OF WORK IN ---CW--- DOMESTIC COLD HATER DEPARTMENT .�5 TALL PHATERH15. HATER o..m.u.e.on.trwnen aer N ACCORDANCE WTH ALL APPLICABLE CODES. ----HN---- DOMESTIC,HOT HATER n•.'om'ie ':.: Egg-LOCATE BELOW ins ou 3. PERMITS, APPLY FOR AMID PAY FOR ALL NECE55ARY PERMITS,FEES,AND -___-RHW-___- PO ESTI(R-GIRCULATIN6 HOT HATER � BACKRON PF EA34T . of mie eeelan eoo�m.m.Tor.a.o...om.r mn INSPErTIOH5 REWIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION. �A COMPE NSATE DRAIN INSTALL TRAP PRIMER VALVE. m..o.olno orol•or n.m•a-0.■ 6 NATURAL.6A5, LO1 P HANGER ROD F - 011.r eroneo•e I�fthwt 0 Ylp, 4. OF THE TY.PE PROVIDE ALL MATERIALS APg7 EQUIPARRANENT ROM T E D SECTION RP6-2a- REtULATED PFESSVRE 6J6-2M ROD ^,c'neOeo...en,e OF THE SPECIFICATIONS NTH A ONE YEAR WARRANTY FROM THE DATE OF LOCKING NUT ACCEPTANGE OF WORK BY THE OHNER. -I- IN W33 HAWAR N)T SLOGIcN5 HIT UPPORT NIT SUPPORT NUT 1 I:IC62 Date ISSUe 5. COORDINATION, VERIFY ALL ROU6H-IN LOCATIONS AND COORDINATE FIRMS F FIRE PR7IFLTILN 01E ANGLE ON EA6H �V,DULY HEAVY DUTY / 5•VTR. // Ol/03/2014 PERMIT AND EGUIPFBRT LOCATIONS WITH WORK UNDER OTHER DNISIOH5 OF THE Gh CONPfS5M AIR SIDE OF H D M8•EHt5 GLEVIS HANGER CUEVIS HANSBR /"/ f / 2• 'TOM" 'TO " 5PECIFICATION5 TO AVOID GONFLICTS.CONTRACTOR MJ5T COORDINATE NTH SHUT OFF VALVE BENT STRAP I In•x 3A REST ON TOP OF VAPOR BAA21H2 -C _ A7 FRONT OF OTHER TRADES FOR ALL STRUCTURES,PIPING,CONDUIT,DUCTWORK,LI6HTIN6, OVER VE T.LEGS aF BOTTOM GlOrlpr STt$ I STORE O'I/14/2014 FOR&D ETC.TO PROPERLY BE INSTALLED. ANY CONFLICT'S SHALL BE RE50LVED AT De0 BALANCIN5 VALVE ANSLES JOISTS BETHEE N PANEL PPE (�. IN6x.1ATION , / -- __ RISE IP INTO NO CHARGE TO THE OH ER COORDINATE INSTALLATION OF ALL PJIMBIN6 POINTS,51ZE FOR LOAD (COPPER PPF1 v I 7 ___ S 6A ZINC COATED JOIST SPACE LINES AT G4)WALLS 50 THAT PLUBIN&LINES ARE PLACED IN WALL DURIM T"J��"" cmok.VALVE STET 51�SADDLE / IQ' I y e CM)WALL COHSTRUGTIOH CJJMN5 AND PATCHIN6 OF GM)WALLS IN PLACE p,0 FiAS SMUT OFF VALVE ISOLATOR PAD A7 LEAST 8'LON6 WOMEN'S HILL NOT BE PERMITTED. Dp D10 6A5 PRESAURE REDUCIFS BOTTOM 5T�J�05T CLEVI5 HAN6Ht CLEVIS HAN6Bt I / 6. FIELD VERIFICATION, FIELD VERIFY EXISTIN6 CONDITIONS BEFORE STARTING REGULATOR VALVE SNGLE HORIZONTAL R2S SINGLE HORIZONTAL RUNS / &=6 CONSTRUCTION AND NOTIFY THE ARGHITECT/ENGINEER OF RECORD OF ANY NO VAPOR BAR RIER INSILAUON NTH VAPOR BARRIER IWALATION / BREAK ROOM OISGREPANGIE5 BETHEEN THE G7NSTRUCTION DOGINENIS AND EXISTING G7X CO4ELT TO IXISTINS / WHO TION5 AND/OR ANY POTENTIAL PROBLEMS OBSERVED BEFORE POINT OF CONNECTION / CONTIN)IN6 WORK IN THE EJECTED AREAS. C INDICATE COD®NOTE T. PLUMBRS SYSTEMS INCLUDE,BUT ARE NOT LIMITED TO, M.C. NFLHANICAL CONTRACTOR LAV-B -PUINBIN6 FIXTURES AND EGUIPNE4T E.C. ELECTRICAL CONTRACTOR 2'INCOMING DOME5TV RE STOPPIN& HAT SBSERVICE.-F1DOF1Co7 WATER SYSTEM P.C. PLU SING ER CONTRACTOR REFER TO PRAWNS PD PLIAMBM FLOOR -SANITARY WASTE AND VENT SYSTEM F.P.G. FIRE PROECTION CONTRACTOR PLAN FOR I�3' VIORRID.R 6A5 SYSTEM GG. 6EER&CONTRACTOR 1 PIPE HANGER DETAIL 2 PIPE SUPPORT DETAILQDNTINIATI°NROOF/STORM DRAINA6E VTR VErr THd)ROOF SCALE, NNOi•E SCALE, NONEFCO FLOOR CP�W OJTDOMESTIC WATER PPN6, 6C0 GRADE CLEAN OUT NCO HALL CLEAN OUT I. FURUSI AND INSTALL A COMPLETE SYSTEM OF FIOT MID COLD WATER,AND WASTE PPNS FROM EXISTIN5 SIIPPLIE5 TO ALL FIXTURES AND/OR EGUIPMENT FD POOR DRAINREp)IRING THIS SERVICE. VERIFY LOCATION OF POINT OF CONECTION TOpRV PRE5611RE FEDIIGIN6 VALVE TI1RN ROOFN5 ALL UTILITIES,NEW AND FJ05TIN6. BFP BACKFLOR PREVERTER MEM4�2. DOMESTIC WATER PIPING BELOW GRADE, IHV. [NVEtT CO�TOP SIEET METAL INTO STACC SCHEDULE 40 CPVC PPE. NO JOINTS, cpNy FLASNNS(MOP IN W ROOFN6 4'SA K TO SANITARY A.F.F. ABOVE FINISHED FLOOR ROOFIN6 MATERIAL) SEER.REFER TO I 4•VIP. 3. DOMESTIC HATER PIPING AND JOINTS ABOVE 6RADE, M.V. MIXING VALVE(TH0105TAT1G 12' i_v ROOF l.US7RIOTI0N DRAWNS PLO PLU BIN& I I SCHEDULE 40 CPVC PIPE WITH SLIMED FITTINGS. C��� IJ'I -OR L--v- t Mk 4. STERILIZE DOMESTIC.HATER PIPIN6 IN AC4GORDANGE NTH THE AMERICAN o I 2' L4V A HATER HORK-5 TAIO 5 5PFLIFICATON5 AND LOCAL HEALTH TEMPERED HIM SPPLY cX�l MANAGERS' I CH SUPPLY f OFFICE 3/4' �-@ 5. INSULATE DOMESTIC WATER RRN6 ABOVE GRADE(EXCEPT EXPOSED THERMOSTATIC 7e•PEUS CONNECTIONS TO PLUMENN6 FIXTURES)WITH EN61NN$RIED POLYMER FOAM VALVE,PONE R5 ROOF SLEEVE CONSTRUCTION [,4- INSULATION OR FIBERGLASS NTH FITTING INSERTS AND PVC COVERS. FOLLOW RYDROSARD SERIES AS REWIRED �" THIS SGEDUL6 Lam'ASSE OTO VENT STACK 1&6 MEWS c,J�� J�� INS,THI(.KNEx IW SUPPLY I In' Drawn By: GGD DOMESTIC HOT HATER BRANCH LINES 1' 3A Project No.: 14141.00 DOMESTIC TEMPERED WATER MAINS I' NOTES -41 DOMESTIC COLD WATER ALL I/2' STOP VALVE A ALL ROOF PENETRATIONS TO BE MADE SHALL FINISH FLOOR BE IN COMPLIANCE PITH ANY EX611%ROOF 6. DOMESTIC WATER PIPING INSULATI0N,JACKETS,COVERINS5,5EALER5,MA51I65 HARRNRTIES. I i I I• AND ADHESIVES ARE REQUIRED TO NEST SPREAD RATING OF 25 0622 ON THE 200R IDAHO RIUEIN6 LODE B ANY VENT THAT IS NTHIN IO'of ANY DOOR, OR LE55 AND ASMOKE-DEVELOPED RATING&OF OF 5 50 OR LESS,AS TESTED BY B.RE Y WATER SUPPLY FIXTURE UJ]l5 I I 1 ASTM E64(tPPA 255)M£rHOO. NARK DESCRIPTION tlIANTItt TOTAL N T U55 THAN 3''T OPBNIN6 SHALL FJ(1ED I CASHICOUNT RM. YYcA NOT L65 THAN 3'ABOVE SUCH. F.U. a INSUATE ALL EXP05E7 HASTE AND 1. DO NOT INSTALL DOFE51IL WATER PIPN6 IN AREAS SUBJECT TO FREEZING WC-A 4 B WATER CLOSET 5 115 SUPPLY PIPN6 UNDER SING HTH LAV TEMPERATURES. INSTALL WATER PPN6 IN INTERIOR HALLS ABUTTING EXI511146, UR-A 4 B URINAL 2 55 GUARD 2E-Z SERIES PPE COVERS BY - EXTERIOR HALLS' LAV-A R B LAVATORY 4 4 TRIEBRO OR EOIAL. 8. SHUT OFF VALVES,PROVIDE FULL PORT,BALL TYPE,AND INSTALL IN A 51W LOIN6E 51W 1 1.5 B. REFER TO ARCHITECTURAL ORAWN65 _ LOCATION THAT PERMITS ACCESS FOR SERVICE HTHOUT DAMAGE TO THE SS .SMILE 5[W. I 3 FOR ADA �`• r ): BUILDING OR FINISHED MATERIALS. PROVIDE ACCESS DOORS AS REWIRED. ED HATER COOLER 2 1 1 HE1 UFNH HOSE BIBS 4 5.5 9. PROTECT CFWC PIPING A6AIN5T CONTACT NTH MASONRY. WERE CPVC 15 TOTAL 165 s'gIED T"ROL151H M` 'PROVIDE METALLIC SLEEVES. NOTE. 3 BREAK ROOM SINK DETAIL 4 VENT THRU ROOF 0.LABEL ALL WATER PIPING,IDENIIFYIN6 TYPE OF SERVICE 2'G4 RBWlRED,MAXHJM MSFU ON 2'=250 MSF) SCALE, NONE SCALE, HOPE • BASED ON 300,2'METER/STREET SERVICE 1 PWi6UiE RANSE 46 TO 60 PSI CORRIDOR C G 1. PROVIDE COMPLETE FIXIUR'5 NTH TRIM AND INCLUDE SUPPLIES,STOPS, CI S.EVE AND SEAL THIROU&H FLOOR O SLEEVE AND SEAL TH DASH FLOOR. VALVES,FAUCETS,DRAINS,TRAPS,TAIL PIECES,E5G)TC EOH5,LTC. 8 C VI mJErA DETECTOR A5619•ELY 0 SHIN OFF VALVE. `.2 FIRE STOPPING, BACJCFLOW PFrAWrER,HATES NO. 1141DCDA PITH TAMPER STITCH ON EACH C3 RPZ'REDUCES P55URE BALKFLOW 3'VTR' I. FIRE STOP ALL PENETRATIONS,BY PIPING OR COND.1n,OF FIRE RATED HALLS, BASED ON THE 2004 IDAHO QAMHG CODE O SHUT OFF VALVE PREVE TER,HAT75 NO.404MIQT-S,2,PIPE SANITARY WASTE FIXTURE UNITS RISE IF INTO FLOORS AND PARTITIONS. PROVIDE A DEVICE(S)OR SYSTEM(S)INSTALL LL IN HA6GC4 BEENRDA RLLIff PORT FILL SIZE TO FLOOR GRAN NTH JON5T SPACE ABOVE SS,SHORN Of OF HOMED ON SHELF TESTED AND LISTED AS COMPLYING NTH ASTM E-814 AND INSTALL IN AGC.ORDANCE O HALL POST INDICATOR VALVE W7H TAAPBR AR GAP. NARK DESCRIPTION QUANTITY TOTAL b STITCH. 2' © PLAICE FOR GLPROTY WITH THE CONDITIONS OF THEIR LI5TN6. PROVIDE A DEVICES)OR SY5TL14(5)WITH P•U. I Q PRGU5IRE REDIICIN6 VALVE,HATT5 NO.UI5B. 1�1 JANITOR REFER TO DETAL ON IHIS V� AN F'RATING EGUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED. N•IG-A R B YNTH2 CLOSET 5 20 D 4 ®MAIN DRAIN VALVE SETISTATC PRGSSU�15 80 PS OAR N6FEL �. Q 5 INCOMING FIRE PROTECTION HATER.APPLY. SANITARY WASTE AND VENT NINTHS, UR-A R B URINAL 2 4 C 1'TO NFYH LAV-A 4 B LAVATORY 4 4 1 5 !E4 py,ONg�MHq�r�VI� 1 AND H e IN I. RM15H AND INSTALL COMPLETE 5Y5TBM5 OF SOIL,WASTE,AND VENT PIPING O 9 O STOCKROOM. FROM ALL P UM151 6 FIX111RE5,AND/OR OTHER EWIPPIERT.ALL SOIL,WASTE cSSIINK. LOME 51W 1 3 3 © SASE. 0 AND VENT LINES SHALL BE CONGEALED IN THE BUILDING CONSTRUCTION HERE C ©TRAP PRIMER VALVE,PRFC51 K PLUMBING POSSIBLE. BIG HATER COOLER 2 1 C SIAMESE CONNECTION PI7HTHREADS TO ® TOO FLOOR DRAIN,OREfiON q,NTH I/1'DRAIN FD FLOOR DRAINS IB MATCH M8R5 LOCAL FIRE O PART WTH 0 2. INNERS ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED B60RE WASTE 3 CAP5 AND CHAINS. 0 2'HATER METER ATH RB40TE REGISTER,RSTAl PER �R•� PIPING ER 15 INSTALLED IN ORDER THAT PROPER SLOPES HILL BE MAINTAINED. TOTAL 52 II C CT C3 F_OW SIN7GI RIRNISED AND INSTALLED BY RE(r1MB•8✓is, DEPARTMENT V � 8 V 3. SANITARY HASTE AND VENT PIPNS AND FITTINGS, 5ET2VICE PEI6HT CAST IRON, �t FPL,HIRED BY EL. M igU FRB AND SP60T TYPE NTH COMPRESSION JOINTS lASTM A T4)OR Np+I1B 4'SANITARY REWIRED,MAXIMUM OM ON 4'=216 DFU I 2 O 8 PROVIDE DRAIN PAN 1-/2' HORIZONTAL 0 TO FIRE PROTECTION SYSTEM. C PPN6 AND VALVES,I-I TO FLOOR GALVANIZED /R PIPNS NTH C.GIPLINKy5(CISPI 301). 8 STEEL WITH 3/4'DRAIN TO FLOOR ORAIK V 4. IF PERMITTED BY LOCAL CODES,5CEDULE 4O PVC(ASTM D 2665)NTH ID ISOLATION CHECK VALVE WTH ALTO BNJ. DRIP. Cq PRESSURE 0116E �J 5CEDIILE 40 5OCKET-TYPE PPE FITTIN55(ASTM D 3311)MAY BE USED.DO NOT l z INSTALL PVC PIPING IN RETURN AIR P.B•UM5. •B' II SYSTEM DRAIN TUPIPRNED D W 45 P1 EXTERIOR 5 WALL AND TURNED DOMN 4517E6Rff5 TO NOTES,. 4 5, SLOPE SANITARY WASTE PIRH6 2 I/2'AND SMALLER AT I/4'PER FOOT MIN SPLASH BLOCK. a RT TRAN5FOMEt FOR AUTOMATIC FAOFT IN 6ROUP TOILETS SHALL BE LOCATE AB D OVE LAY-IN G51LI S OVER CORRIDOR NOTE, •NOTES. FIELD COORDINATE LOCATION WTH EL. SLOPE,SANITARY HASTE PIPN6 3'AND LARGER AT 1/8•PER FOOT SLOPE A FIRE PROTECTION HATER SERVIG?SIZE TO BE 2 IF PERMISSIBLE BY LOCAL CODE,EXTEND MINIMUM. THIRST BLACK DETBRMND BY FIRE PROTECTION CONTRACTOR BY - f Ir HYDiRALLIC CALCULATIONS PRIOR TO THE START OF T C RELIEF DRAIN OF RP'BAC,KftO1 PREVBAHt B. POOR DRAINS 70 HAVE TRAP PRIMER VALVES. 6. HER'WASTE P INS 15 EXPOSED IN REST ROOM AREAS,PROVIDE CHROME HORK THROU65H EXTERIOR HALL OF BULDIN6 AND O RATED BRA65 PIRN6,NTH HAMM&STOPS AND E5G)TC 150%. PROVIDE TURN D"TOWARDS 6RAOE REMOVABLE TRAPS WTH INTEGRAL CLEAN-CUT RJIC,FOR ALL LAVATORIES. B. THIS� RAM L SCOPE IN WORK TENDED TO D MAY NOT INDICATE a. 1. INSTALL CLEAN-0UI5IN A LOCATION THAT PERMITS ACCESS FOR SERVICE INCOMING FIRE ALL APFRTENANCE5 RFGNRFD BY'A 13. INCOMING WATER VJ WTLBEALNE�� IHSLMATERIALS. D � TSHAL INSTALLED IN HI UNBIN6 C REGUI SA ~O 5 PROTECTION SERVICE PIPING DIAGRAM 8 SERVICE PIPING DIAGRAM 9 ENLARGED PARTIAL PLUMBING PLAN EACH GIAN6E IN DIRECTION SCALE, NONE SGALE, NONE SCALE, NONE W M a Go N SEISMIC RKiuIR3.8NT5, 13 I. PROPERLY SUPPORT AND BRACE VERTICALLY AND HORIZONTALLY ALL PIPING, T _-D APPARATUS,EGUIRUENT,LTC.IN ACCORDANCE WITH APPLICABLE CODE5 TO C SHUT OFF VALVE-TYPICALIPREVENT EXLESSIVE MOVEMENT DURM6 SEISMIC CONDInOS. CHECK VALVE-7YPICPL 3/4CL JI. VERIFY BALKROW PREVENTER REWIREM ENT5 OF LOCAL AUTHORITY AND EX PASION TANK AMTROL 12 eI P2.0.Backfim Preventer Z Q NO.ST-5 NTH WON a)Check with the City Water Department/Plumbing Inspector In regards to approved Type's and PROVIDE BACKFLOW PREVENTION DEVICES AS REQUIRED.COORDINATE CONNECTION. g LAVATORY LOCATION WITH OTHER TRADES. SNKIr IL �M� ®DIBEGTRIG WON-TYPICAL II I Z Z Q 1. VERIFY DOMESTIC HATER METER REWIRT$JT5 OF LOCAL AUTHORITY AND PROVIDE 0 10 6ALLON WATER HEATER Q I- 0 DOMESTIC HATTER METER AS REWIRED.COORDINATE LOCATION NTH OTHER TRADES. 6 2-V2•DEB'POLYSTYRBE 3/4' 2 CONTROL MODULE C) V) STORM DRAIN PPN6, C DRAIN PAN PITH DRAIN 4 TEMPERED HW SUPPLY FROM RB401E OPINN6,SIZED TO FIT TRANSFORMER I. PROVIDE COMPLETE STORM WATER DRAINAGE SYSTEM AS INDICATED ON BELOW HEATER T 50LENOID VALVE .p DRAWINS.INVERT fltYATION5 SHALL BE ESTABLISHED AND VERIFIED BEFORE 7 T 1 P BELIE:VALVE H4715 I 5 C 4 SUPPLY 'S3U STORM PPN6 15 INSTALLED IN ORDER THAT PROPER SLOPES HILL BE MAINTAINED. C NO.100EL+1� HIM SUPPLY 2. STORM DRAIN PI AND FIRINGS, C 10 I SERVICE PEI6FiT CAST IRON F#B AND SPIGOT TYPE NTH GOMPRCY.�ION JOINTS 8 PIPE RELIEF DRAIN RILL ("j 7RI1®RO LAV SHIELD Y SIZE TO JANITOR SINK NTH ABOVE A 14)BELOW GRADE AADTOR NO-H#1B PIPING NTH CgFLIN65(LISP 30U 2'AR 6AP D 6 ry IF PER GRADE. MOIST ON I 3. IF R32MITn7D B1'LOCAL CODES,SGEWLE 40 DWV PVC(ASTM D 2665)NTH C RATT-ORI4 NTH 2-IY%2'� 4 5GEDU_E 40 50CKET-TYFE PIPE FITTN65(ASTM D 3311)MAY BE USED BELOW 2-1 'ASL.E IRON 6'-8'A.F.F. SSLOM MOM"7B•PE A' FIRST FLOOR SLAB. VALVE RVE0EATH LAV 4. STORM DRAIN PIPH6 INSU.AnaR,.IACKErS,COVL-RIN65,SEALERS,M1A5TIC5 AND ®NONCE AV.R a STRAP. 6 5"*�"'D S"B-D MICHAEL CRISLI P ADHESIVES ARE REQUIRED TO FEET A FLAME-51 READ RATING OF 25 OR LE56 WATER AND SEGUE TO FINISH FLOOR AND A SMOKE-DEVELOPED mn%OF 50 OR LESS,AS TESTED BY ASTM W4 WALL A R C H I T E C T WA 255)METHOD. II FEAT TRAP AS PEA,gRED BY 25001 EMERY ROAD,SURE 400 5. INSTALL CLEAN-OUTS,IN A LOCATION THAT PERMITS ACCESS FOR SERVICE NTHOUT LOCH.AUTHORITIES. CLEVELAND.OH 44128 DAMAGE TO THE BUILDING OR FINISHED MATERIALS. 12 VAGAM RELIEF VALVE (216) 223-3200 VALVE, FAX (216) 223-3210 6. PROVIDE EACH DOHN SPOUT HTH A CLEAN OUT AT 24'ABOVE FIN15FED 6RADE. WA7T5 MOM HBb-M,3/4. flLIOR www.herschmanarchitacts.com E RE1,11ROMATIN6 RIM. o WATER HEATER RESTROOM LAV SINK 0 7 EWH-1 PIPING DIAGRAM 8 TEMPERING VALVE DETAIL ENLARGED PLAN, SCALE NONE SCALE. NONE GONDIAGILS AALLTRAGTOIR GLEARRANNCC5 AND DIMEHSION9 IN FIELD ■ ti,Ga W 1, r CTj 9 rY M Dealpn and o n truotlon eopumente ee InelrumenM al eer 1,t ere p Ay o eonlhlenee ene nmeln Me pro0erry of Nereahmen AroMtsole. The aae or MM eeewn ene 1 olhar aoth,,tbn 00pun enle Tar Jute... Then theft profeat nemee heln le lyM MWt ea0 1111e f Mbheel 0 111H, Arohttapl. Date Issue 07/05/2014 PERMIT OT/14/2014 •FOR BID DRAINS, CLEANOUTS & MISC. ITEMS PLUMBING FIXTURES MARK ITEM MAKE MODEL LOCATION SIZE BODY TOP REMARKS MARK ITEM MAKE NAME MODE. TRIM TRAP STOPS CONNECTIONS REMARKS WASTE VENT HW GW FD-I FLOOR JR 2005bA SEE PLANS AS NOTED CAST IRON NICKEL NCKEL BRONZE FLAT STRAINER AND In'TRAP PRIMER TAP. WG-A WATER AMERICAN AFWALL 2251JM SLOAN INT65M IN([6RAL 4' 2' - 1' WALL RUNS,0100 OL50NITE OPEN FROM SEAT,NO COVER DRAIN SMITH SERIES BRONZE CLOSET STANDARD Ib am III HALL MOUNTED WITH FLOOR MOUNTED FIXTURE SUPPORT FO-2 FLOOR JR 2110 SEE PLANS AS NOTED GMT IRON GMT WITH U2'TRAP PRIMER TAP W-13 HATER AMERICAN AFYULL 2251JOI 51-om INTEGRAL INTE5RPL 4' 2' - I' WALL MM6,#100 OLSONITE OPEN FROM SEAT,NO COVER DRAIN SMITH SERIES IRON CLOSET STANDARD lb 6PF III HALL MOUNTED WITH MOOR MOUNTED FIXTURE SUPPORT,NOTE wT,716,Sq. FCO CLEANOUf JR 4020 FLOOR TYPE AS NOT® GMT RON NICKEL W-A URINAL AMERICAN ALLBROOK 6550DOI SLOAN INTEGRAL INTEGRAL 2' 1-In' - 3/4' WITH HALL CARRIER SMITH SERIES BRONZE STANDARD I86-1 YOO CLEANOUT JR 4402 WALL TYPE A5 NOTED CAST IRON STAINLE55 NTH STAIN I55 STEEL A60 55 COVER A5 REQUIRED UR-6 URINAL AMEIRIGAN ALLBROOK 6550.001 SLOAN INIE6RAL INTEGRAL 2' I-In' - 3/4' WITH HALL CARRIER SMITH SERIES STEEL STANDARD 186-1 NOTE►7 660 GLEANOUT JR 4225 FLOOR TYPE AS NOTED CAST IRON CAST NTH OMT IRON TOP AND TAPER THREAD BRONZE MN6. LAV-A LAVATORY AMERICAN M12R4 04.54DO4EC SLOAN NOTE#5 NOTE$5 I-VY 1-In' In' In' WITH PLOOR MOUNTED CONGEAL®ARM CARRIER SMITH SERIES IRON STANDARD NE7 600-B ELECTRONIC,FAUCET WTH"'SUPPLIES,NOTES$5,10/II. NFNI HALL JR 5509OT EXTERIOR 3/4' BRONZE STAINLESS NON-FREEZE WITH VACUUM WREAKED,3/4'NP.T.OUTLET, LAV-E) LAVATORY AMERICAN MRRO OI54004EG SLOAN NOTE#5 NOTE 15 I4n' I-In' In' In. WITH FLOOR MOM CONCEMED ARUM CARRIER HYDRANT SMITH SERIES HALL STEEL 3/4'INLET IN STAINLESS STEEL HALL BOX. STANDARD 4ETF600M3 ELECTRONIC,FAUCET NTH 3M'SUPPLIES,NOTES Ili,T,10 i IL HB HOSE CIaCA60 452 WITH 3/4' BY ROOF 14' BRONZE CHROME CHROME PLATE FINI5N INTER6RAL VACUUM BREAKLit. SINK KITCHEN ELKAY LU5TERTONE LRAD-WWb5 COLONY NOTE M3 NOTE 94 Fln' I-In' In' In' FAUGET-HOW,YRIST BLADE FWDLE5,STRAINER OUP. BIBB HOSE THREAD HATCH RATED REMOVA3LE'T HANDLE. SINK -3 4275500 "'SUPPLIES RD4 ROOF JR 015 SEE PLANS AS NOTED CAST IRON AWMIRIM NTH DECK CLAMP,ALUMINUM DOME AND DRAIN RECEIVER 55 SERVICE FIAT MOLDED M-8-2424 AMERICAN RICAN 3' In, 3' Hn' 3/4' 3/4' FA a7 NTH INIC6RPLSTOPS,TOP BRACE SMDUr NTH BUGIET 110171' DRAIN SMITH SERIES SINK 5TOME STANDARD VALVE HOSE ENDAND VACUUM BREAKER.ROUGH CHROME FINISH. ORD-1 OVERFLOW JR IOTO 5EE PLANS AS NOTED CAST IRON ALUMINUM NTH DECK 6 AMP,ALUMINUM DOME,DRAIN RECEIVER AND INTERNAL HATER DAM 83rs4.112 ROOF DRAIN SMITH 5ERIE5 NOTES, •NO 50135TITUTIONS TO THE PLUMBING FIXTURE SCHEDULE 15 RRMTTED.- WATER HEATER 1. INSTALL SEVICA SHJTOFP N CHECK VALVES,COCK5,5TOP5,AIR USHIONS,VACUM BREMERS,AND SAFETY DEVICES FIBRE RECUR BY CODE,SPCLIFIGATIONS,OR DRAHN65.W VALVES 5HA1.L BE INSTALLED ABOVE SOLD CEILINGS. MARK ITEM MAKE MODE. TANK FUEL INPUT REDOVBiY OPERATNS E.ECTftIC REMARKS 2. ALL CATALOG NOS.REFER TO AFEBGAN STANDARD UNLT55 NOTED AND ALL FIXTURES IN NNTE UILESS NOTED. SIZE TEMPERATURE- 3. P-TRAPS TO W IT 6A GFR.OME PLATED NTN CLEANOUT AND F! CIE PL ON ATE,COVER HIM TRU BRO LAV GUARD 2E-Z SERIES COVERS. 4. STOPS TO BE CHROME PLATED, AN6LE VALVE WITH CHROME PLATED IT LONG,In'OD.FLEXIBLE RISER AND F56MOEON PLATE,COVER NTH T14EBPD LAV 6UARD 2E-Z SERIES E4F-1 VNATHZ A0.5N7H DEL-10 O GAL ELECT. 20 KW 10 6PIH 110 F 20 AW PROVIDE T<P RELIEF VALVE AND AMTROL EXPANSION COVERS. HEATER a NO F TANK 15T3. 5. ALL.DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE CONCEALED IN 7RU®RO LAV SHIELD. NOES, 6. ADA FIMUE,R116H HANDLE SHALL BE MOUNTED ON AIDE SIDE OF TOILET AREA AT 3W MAXIMUM ABOVE FINISH FLOOR MOUNT AT ADA HE16HT. 40 SUBSTITUTION5 TO THE WATER HEATER SCHEDULE!5 PERMITTED! T. MOUNT AT ADA HEFMT. 8. PROVIDE SLOAN VBF-T2-A".OF 2)FLUSH TRAP PRIMER NTH RJF.M VALVE IF LOCAL CODES REGBIRE A 6'DISTANCE BETVEE!THE CRITICAL LINE OF VACUM BREAKER AND THE Drawn By: GGD TRAP PRIMER,PROVIDE RAW VALVE MODEL 113. DRAIN PIPES FROM TRAP PRIMER VALVES TO BE PITCHED In%MIN.FROM VALVE TO FLOOR DRAIN ELECTRIC WATER COOLERS 110. w1 SLOAN H1rt DE1'�TRA�oRMM 1 BE�20 Varn4 VOLT,HARD HIRED TYPE TO OPERATE FAUCETS. E.EGTRIGALGOMRAGTOR%OLL PRWIDE ALL HIRING FROM TRASFORMER Project No, 14141.00 To FAUCN:T. MARK ITEM MAKE MODEL TYPE NME CAPACITY COWL E%. CONDENSER HORSE ELECTRIC REMARK5 II. PROVIDE BLOM MOM`MU(-ErrA'THERMO5TATIC TE FI RIN5 VALVE UNDERNEATH LAV 94W BEHIND TRIIESRO LAV SHIELD. POKER E'L' HATER MKAY E75TL8C HALL IN-LEVEL 78 6M1 1.8 6PH AIR COOLED 1/5 IIW60 HALL HMG,STE3 CABINET,STAINLESS SM51 TOP COOLER MORROW 6 60 F FROM AND SIDE PUSH BARS.HOW AT HEIGHT PER ARCHIIECTRAI DRAHIN65. NOTE5 'NO%WTIWnO%TO THE ELECTRIC,HATER COOLER SCHEDULE IS PERMITTED.- PLUMBING PUMPS MARK MWN6 HAKE MODEL LOCATION HEAD 6FM RFM H.P. EELTRIC REMARKP RP-I BINH TACO 006 SEE PLANS 5 TDH 5 3Z50 V40 120AI60 ALL BRONZE PIMP,CONTROL WITH TIME CLOCK AND AGIIIASTAT REGRCULATION PUP.PROVIDE SPARE RESLAGFABI.E GARTRV6E. NOTES: NO SBSTITUTONE,TO TIE S EGTRIG WATER COOLERS SCAEWLE 15 PERMTTED.• I. TIME CLOCK TO BE TORK SERIES WOOL SEVEN DAY PROGRAMMABLE TIME CLOCK NTH SPRING CARRY OVER CONTACTS RATED AT 20 AMPS AT 12W-I$O. 2. PGDA-STAT TO ED HONEYYELL SERIF5 L8146A WITH 24V THERMOSTAT AND TRANSFORMER WNTAGT5 RATED AT l.4 AMP5 AT INN-IfiO. N 0 0 0 WAT KAM ER ARRESTOR VfR ER ,Ar'Ae PPR6E8NC.E AS INDICATED- I TYPICAL. I-II2'll 7 In, IN JOIST ROOM T SPACE I T L TO NiYH A7 FRONT I L I, OF STORE 1 L `\ 2' S1 BREAK ROOM /\J �11 0 2, I I 2- SHUT-OFF VALVE,W,SPAALL IN / v F•V4' 1 i i hVY IIb'�� Ia. AGC.Erp51W.E CEILING SPACE, I/1' In'DRAIN TO FLOOR SKIT y i I ^"B�a,, V//1 �ry PROVIDE TYP. PANT A5 DRAIN IN OM. 3• /��I 2• I I •q / /I REWIRED TYP. 3/4' I-In' TOILET ROOM. 3,� 4 T / A �I�� I r 4 �/Yiiiii 'I 12 "A 3 aD 3/4' 3/4' •A' 1VIR 4• W M $ ��14' y �rMI ,1YC1'1 9A. tAk WOMEN xWOMEN 3/4/4 •A. \\/ 1�()'1 1• ,A, In' ayA INDICATES PIPE I '1'• \ 2• I 1 U2• n.J r .A. 2 FRAM INCOMING DOHN TIM FLarR. 4. �1-1/2' I I.. Y- J r DOMESTIC,WATER -TYPICAL I I 2• 'A Z Q 3/4' S3NICE,REFER TO I I-In 2• p, 01 �' CA 3/4' 3/4. A I` DRNVN6 PIO. JANITOR 2' I I 2, 'B S'TNI _c O�'l'W 76 B 'AV 9 3' I 4.') h >Z CC F 2 In lAk6 i2 I I�% 2' �A a 3 3/4' B 11p�" 1T� CD FROM 44-1D WL.A MEN I -n I Y kb MEN11-t V o L JANITOR •�yI I 4' I 1•ea.,y HOSE BIBB AT f-In'DRAIN TO FLOOR 2 ROOF B W ROOF B O DECK DRAIN IN M8N5 13• ' TOILET ROOM. 4 4' � VI'DRAIN DOVN FROM TRAP PREFER VALVE-TYPICAL. m I 5 A B G D E F MICHML CRISLIP IXTURE ARCHITECT (a FUN 1-11 12-32 33-W 61-113 114-154 155-380 RATING CLE EMERY ROAD,SUITE 8 v CLEVELAND, OH 4412128 ry PLUBIN6 AND DRAINAGE IMSTINTE ESTABLISHED THESE SIZE SYIBOL5 TEL (2161 223-3200 1 WATER PIPING DIAGRAM TO CORRESPOND TO THOSE UNITS COVERED TESTIN5 PFO6W DE56RIBM IN P.P. STANDARD MANUAL MM-201.ERED BY THE CBRrIFICAT[ON AND 2�f I FAX (216) 223-3210 SANITARY PIPING DIAGRAM 6 O SCALE: NONE ��, NONEwww.prat menerc ec s.com v O ry SCHEDULES 0 &DIAGRAMS GOM L CLEAR MUST VERIFY /'�.♦ 1 ALL CLEARANCES,IN FIELD AND L I DIMMENSIOMIS IN FIELD PRESSURE REDUCING REGULATORS (NATURAL GAS) 6ASEGUIPMN3NT ER N GAG PIPING, MARK SERVING MAKE IMOML 16ASDEMAND I I MARK DESMFnom RTU-1 ROOFTOP UNIT 6A5 260 MAND ) A. WORK TO INC UDE PIPING FROM STUD-UP AT PRV-I RTU-I THRU RTU-A F19111 HSR 5EE NOTE l4 12.0 PSI T'WL. RN-2 ROOF TOP UNIT 360 BUILDING,WALL,SAS METER l SETTINS AND m rp AND UH-1 6A5 PIPING TO ALL 6AS FIRED EQUPME14T RN-3 ROOF TOP UNIT 260 SERVING,BUILDIN6,AND THE CONNECTION NOTES, RTU-4 ROOF TOP UNIT HBO TO THE EQUIPMENT.RIRNISH AND INSTALL �P y1� I. VERIFY INLET 6A5 PRESSURE REGUIREM E NT5 FOR ALL SAS REQUIRED EQUIPMENT. SAS PRE59M REGULATORS AS INDICATED 2. RELIEF VENT SHALL BE LOCATED A MINIMUM OF IO'-0'FROM OUTSIDE AIR INTAKES. RTU-5 ROOF TOP UNIT 150 ON PLANS. - b 3. TEN(10)REGULATORS REQUIRED FOR THIS PROJECT. RrU-6 I ROOF TOP UNIT 180 1 4. REFER TO 6A5 EQUPMENT SCHEDULE ON THIS DRAWING FOR 6A6 DEMAND OF EACH UNIT. B. ALL WORK SHALL 13E IN ACCORDANCE WITH 5. EGUIVALENT BY MAXITROL OR ITRON. RTU-T ROOF TOP UNIT I6o ALL APPLICABLE LOCAL CODE Design and oonsMuotlon dooumants REQUREMENTS AND THE PROVISIONS OF as Instrument.or aervwa ve plye RTU-B ROOF TOP UNIT HBO WPA-54 AND N'PA-5B. Inr ner.onman�roneitesin the propTheerty RNA ROOF TOP UNIT 105 0l thls design and thee.....truolwn UN-1 UNIT WATER W5 C. PIPE SHALL BE SCHEDULE 40 BLACK STEEL ws spaoliw proleoi named the, herew is WITH THREADED MALLEABLE PITTIN65. ewlony p-Halted wunwt s,p,,...d TOTAL 2,060 wrltts,consent or allonool 011811p, OC DEVELOPED LENGTH.450 FT.H- D. VALVES SHALL BE GAS CKS AroWheat. MANIFALTURED BY NIBCO,APO LO,JOMAR ORS• Date Issue NOTE E. ALL PIPING,EXPOSED TO THE OUTDOORS 0T/05/2014 PERMIT MAIN ROOF DRAINAGE BY OR RUN IN UNCONDTND TIOPED SPACES SHALL MAIN F AI BE PRIMED A PAINTED WITH TWO COATS REFER TO ARCHITECTURAL OF RUST INHIBITIVE ENAMEL COLOR TO BE OT/14/20I4 "FOR BID SAFETY YELLOW. PLAINS. s F. PROVIDE DIRT TRAPS,SHUT-OFF VALVES AND UNIONS AT EACH CONNECON TO 6AS 6. FIRED EQUIPMENT.PROVI I DE nfl<6ULATOR AS RHiINRED AT EACH PIECE OF EQUIPMENT. I I I I I �U¢>E:vQ • I I 1. ROOFTOP UNIT FURMSNED AND INSTALLED BY M.C. 2. 6A5 PIPE DOWN THROUGH ROOF SEE DETAIL M3 ON THUS DRAWING. �5a VTR 3. PROVIDE FULL SIZE 6A5 COCK,REG,UATOR UNION AND DIRT LEG,AT OAS CONNECTION TO ALL GAS USING EQIIPMENT ON ROOF,TYPICAL. Rq 105 MEHI 4. GAS PIPE SUPPORT ON ROOF.SEE DETAIL 44 ON THIS DRAWING. I L J I 5. REFER TO DRAWING PIA FOR CONTINUATION OF sc� RAIN GCNPUCTOR Ny1—4) 1 6. EM@LJ 3'OVERFLOW RAIN CONDUCTOR STRN6HT DOWN AND TERMINATE 50 THAT IT 15 ON ROOF FLUSH WITH THE UNDERSIDE OF THE CANOPY. F V I PROVIDE ASMITH,4010 M511 AIR INLET WITH -4'VTR L J PRV TYP. PPOL�f BRONZE FINISH,ON UNDERSIDE OF at 1, I' I I I RN ON ROOF TYP.4 m T 18O MEN 'I ®® 260 MEN I-V4' It 3 ON ROOF T LaCONNECT TO UNIT 6A5 6A5 PRESSURE REGULATOR WITH INTERNAL f� CONTROLS WITH GROUND VENT(IF RE(ZIRED)INSTALL PER JOINT UNION.PROVIDE MANUFACTURERS RC-COMT1ENDATION5. I I 6ROM4ET FOR WATER 116HT 5EAL 512E A5 NOTED ON VENT ELDON DOWN MAIN FLR PLAN—W VM I 1 &ROUND JOINT UNION Drawn By: GC;D I W I IO;.NI I NTEST6A*EOONNECTI PT ON Project No.: 14141.00 1 6A5 PIPING 2P51 RUN ON I' MST.FAINT(SAFETY _ _- y ROOF PRIM£4 PAINT RLST- 2'MN.(TYPJ ��,$) PIPE ADAPTOR j (rYPJ PIPE OR I® U GONg11L ETC. PLUGGED Ire'NPT TEST GAUGE DRIP/DIRT 0 CONNECTION 10 PIPE POOITr DIAMETERS FROM REGULATOR -- - - - - - - - - - - _ _ _ 1 - 1 I D ROOF 6A5 PIPE ADJUSTMENT PIPE STAND I AT ROOF OBSTRUCTIONS . 6 80 MEN 1 2 ON ROOF ©ON ROOF �N 9G 1.3hDIA. (TYPICAL) 560 MEH 2 GAS PIPE ON ROOF DETAIL I I®® I IO5 Dom' .bl SCALE: NONE ' II DOWN I �J 11 I-I/2' L y BD_I,5'PIA, 325 SO.FT. LAP SE&AW II I �TYP. 1 �SOL FT. PRE44OLVW O00♦W• �� HEAT WELDED I' _-- ROOF. 55 5LAFPIN6 _ PRVTy, I ��t/�D�OW— - - • 30gp..L3'DlA. STEEL SLEEVE ROOF r RING I— 1 L%-. VELD TO I®- STRUCTURE ANDFILL WITH KATER Q PROOF MASTIC I — — •9 O I 4.� 5 I ego MaH - �ki.81 0 0 I-V4' 6A6 PIPING er WW TO ATTACH B2400 STRIT TO ��Rg� _I UNIT HEATER-RUN BAR JOIST.SECURE PIPE V II BELOW ROOF ABOVE WITH PIPE CLAW BOTTOM CHORD OF BAR JOIST 3 GAS PIPE THROUGH ROOF DETAIL laaas 1 SCALE: NONE MM A 2 TTP� 1 r P. ®I 6 IgO Re„ I I I O II II 7YP. 4 ROOF PIPE SUPPORT AS MANUFACTURED BY IODEL3R STANDLLWLL A.LC,OMIODATE 2 _ NL OAS PIPING DOWN THIZOU'6H ROOF 2' - - - - PIPE UP TO 3' IN DIAMETER, MODE_k4-RAH, TO UNIT HEATER(Iq5 MEFV.IR13� I-V2' I ROILLEEH TYPE, FOR FOT4 PIPES SIZES TO b'DIAMETER. PIPE CLAMP,CONNECT ~r TO DWG,PIA FOR C IMATItON. 1 EF I' UP TOTO SUPPORT WITH V2'x 10 C0 M 3 I©®� ®® I ON ROOF FOR INFO, I-B00-'I60-69'IB. OVERSIZE TO ALL jJ,J Do � I �ROOF 260 MEH OVERSIZE DAMP TO ALLOW �O p J 4.F J PIPE TO EXPAND AND CONTR2*1 tt RECONATURAL SAS PIPIN5 MMENDED SUPPORT 5PACI N6 SAFETY PIPE,PAINT WITH TWO Y COATS OF RUST INNSITIN6 TYP. 1 FOR SGHHEPULE 40 PIPE SAFETY YELLOW PAINT Q N 4D OFFSET2-TWO�AROUDI OAS L1NE LIP KALL,�6VfTER50R 4 � { PIPE SIZE DISTANCE BETWEEN NYLON AB<.,ORBNG, d J r PARAPET.REFER TO PIA FOR ON ROOF (1 W SUPPORTS(FT) Z Q c INGOMIN6 SERVICE. TYWIAL 1/2 6 CA V—ROOF I I I 3/4/4 1 2-I/2 10 PROVIDE EXTRA.LAYER OF O�ll.j 3 I LARSEN 10 ROOFING MATERIAL BELOW }ZZ 0 O I SUPPORT ® V m � I 4 ROOF PIPE SUPPORT DETAIL a 1 PLUMBING ROOF PLAN SCALE: NONE s7 SCALE: 3/32" = 1'-0" U IIN MICHML CRISLIP ARCHITECT 0 26001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL 12181 223-3200 1� FAX t216) 223-3210 O www.herschmenerohltectg.com v R PLUMBING ROOF g PLAN C.ONL R N4115T VERIFY P 3 O j ALL L CLEARANCES AND DIMEN510M15 IN FIELD G\NEER 1 2u O O �n tiQ > z 1 2 3 4 5 6 6. ae.len.na p n.irppnpn eppp sore ee IZld m 'l of.stubs ue ylven M oontlE,h,,and rem-the property of thl.d.m.n.d th Bole. Ths use or. e.elpn me m anal, aoeumml1 rot putt....ohm men the epealila praleal n.meG natal,le .Irmev pronelrea we wm e.pre..ea written oo ant of Mlohe.l Crle.p. ne Z5 _ � Date Issue ElEC118CA1 CONTRACTOR TO A/Vi I J oUO3/2014 PERMIT PROVIDE AN UNSMTCHED -� 14b I I I 7 C2� 7 C30 C30 7 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR HOT LEG'a TO EACH PROVIDING,INSTALUING AND WIRING FLUORESCENT 01/14/2014 *FOR BID EMERGENCY BATTERY PACK ® U/15 U/15 U/2 U/15 U/15 U/15 U/15 STRIP FIXTURES(APPROXIMATELY QTY-58)IN GOLF AND EAT SIGNS,SHOWN I os f 9- '�' DISPLAYS.SEE ARCHITECTS Al2.4 SERIES WIRED TO CONTROLLED 'tit - - DRAWINGS FOR LOCATIONS.FIXTURE PROVIDED BY LIGHTING CIRCUITS INDICATED ON PLANS. /- C28 7 RC/1 VENDOR jf18. • - 2 U/1e U/16 U/2 U/I U/6 U/16 U/I�° h EN � �L / c32 e 11 R4 GENERAL LIGHTING NOTES: hog _ RC 1 RC 1 RC RC 1 1 - - A. SEE DETAILS 1/E3.OA FOR INSTALLATION OF'U'TYPE FIXTURES.MOUNT 0 IV-O'A.F.F.TO UNDERSIDE - OF FIXTURE y11� am 17 �U/2 U/17� U/17 og fT}}I NL U/17 d B. ALL LIGHT FIXTURES ARE CONTROLLED BY ENERGY MANAGEMENT SYSTEM.SEE SHEET E5.1 FOR ENERGY F2 93p LG/1d MANAGEMENT CONTROL SCHEDULE C. ELECTRICAL CONTRACTOR SHALL VERIFY THE PROPER MOUNTING HEIGHT OF THE EMERGENCY FIXTURES JEMM.U. NSW1LLWITH THE LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. F EM F1/39gF1D AT 11'-U M OF FIXTURE LO/41d I D. REFER TO DRAWING E2.0 FOR ROOM/AREA NAMES. U/18 0 4 U/18 ILA/IB D/4 U/18 E. MAINTAIN 10 FT.CLEARANCE IN FRONT AND 4 FT.CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES S2 may}} mil}} may} R4 1 0S2/3 T T T NEAR TV'S,EXCEPT AT CASHWRAP. U �12/19 U/4 U/19 I F. SEE LIGHT FIXTURE SCHEDULE ON DRAWING E4.0. o C20 - Z8 G. ALL BRANCH CIRCUITS MORE THAN 100 FEET IN LENGTH FOR 120 VOLT CIRCUITS AND 200 FEET FOR RC/3 RC 3 RC 3 1 RC RC 3 277 VOLT CIRCUITS SHALL BE MINIMUM#10 AWG. 35J J yU/4 /1 H. REFER TO DIMENSIONED LIGHTING PUN ON DRAWING E1.OA FOR EXACT LOCATION AND MOUNTING HEIGHT u U/20 U/20 T /� U/ZO L OF ALL LIGHT FIXTURES.COORDINATE WITH ARCHITECTS REFLECTED CBLING PLAN ON SHEET A3.0 PRIOR l0 U/19 yU/19 yU/19 TO ROUGH I I. ALL CONDUITS RUN IN EXPOSED CEILING AREAS S .BE RUN WITH STRUCTURE TIGHT TO UNDER SIDE 13 C31p 13 C31q /20 OF ROOF DECKING IN ACCORDANCE WITH N.E.C.ARTICLE 300.4(E). zo J. PROVIDE ADDITIONAL EXIT SIGNS THROUGHOUT STORE AS DIRECT BY THE LOCAL AUTHORITY HAVING LG JURISDICTION. may}} {y}} {{1} f {yam. �{j} - TU/19 TU/19 q TU/19 Ova U 21�1yT 12 R/31 14 U 8 U 1T TU 21 HE. D Drawn By: TAK PENDANT MOUNTED TYPE O KEYED NOTES: Project No.: 14141.00 IN SALES AREA SHALL BE �} TO'EMERGENCY LIGHTS TU/21 Z ... 1. NOT USED. Z2 ------ ------ A..0 -. 3 RC 3 RC RC 3 i TTOM OF J5i RC 3 U/6 MOUNTED 18-0'A 1A/7 `1li.l_51 2. MOUNT TYPE'LG1'AND'LG2'FIXTURES WITH WIRE GUARD IN STOCK ROOM 0 15'-0'AFF BETWEEN L Z1B. �/ SHELVING(TYPICAL). U/21 U/21 ,U/23 U/3 S3/36 U U� / yU/23 E11 p3 11 3. SWITCH CONTROLS ONLY THE'T'CAN UGHTS.FIXTURE ILLUMINATING MURAL SEPARATELY SWITCHED. . I # NL Nl1 52 L S2 PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. 1A/3 ZI 4. RECESSED COILING MOUNTED WALL WASH LIGHT FIXTURE.CENTERED ON MURAL m-w ------- ---;�Z - / C. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE A REVERSE-ACTING SPIT TIMER USED AS NORMALLY CLOSED 351r. TIMEZ (IHNERMATIC FF315M OR EQUAL(15 MINUTES)).PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR _ _ _ ���\ SWITCH. U �C21 - ��77 6. ROUTE ALL CONDUITS CONCEALED ON INSIDE FACE OF BUILDING WALL,NO EXPOSED CONDUITS ON 351-- - - - RC 3 U/23 U� RC 3 - RC 23 _ U/� RC'3 - /3 - / EXTERIOR WAIL(IYP.). ,7L NL C 7. PROVIDE JUNCTION BOX IN JOIST SPACE FOR CONNECTION TO VALENCE SHELF LIGHTING MOUNTED IN SHELF AXTURING.ROUTE CIRCUITS FROM JUNCTION BOX TO SHELF LIGHTING USING MC CABLE INSIDE U/22 U/22 U/22 9 WALL AND STUB OUT A 4'WHIP BETWEEN 1O'-8'AFF AND 11'-0'AFF.WHIP LENGTHS SHALL BE 35 9 ,9 ADJUSTED IN THE FIELD AS REQUIRED TO BE CONCEALED WITHIN SHELF.COORDINATE LOCATIONS OF � Z8 SHELVING WITH ARCHITECTURAL ELEVATIONS ON DRAWING Al2.4 AND VENDOR f1.ELECTRICAL CONTRACTOR - st SHALL FURNISH,INSTALL AND WIRE LIGHT FIXTURES.PURCHASE LIGHT FIXTURES FROM VENDOR(i18. RC/3 (TYPICAL) IFL°n'�II j 8. PROVIDE JUNCTION BOX IN JOIST SPACE FOR CONNECTION TO TWO LEVELS OF VALENCE SHELF LIGHTING MOUNTED IN SHELF FIXTURING.ROUTE CIRCUITS FROM JUNCTION BOX TO SHELF LIGHTING USING MC iu/22 u/8 yU/22 u/8 f/24 yU/24 U/8 U/24y lU/24 yU/8 CABLE INSIDE WALL AND STUB OUT A 4'WHIP FOR EACH SHELF.THE UPPER SHELF SHALL HAVE THE Z2 LG2/ } 4 # # WHIP STUBBED OUT BETWEEN 10'-8'AFF AND 11'-C'AFF AND THE LOWER SHELF SHALL HAVE THE 359 WHIP STUBBED OUT BETWEEN 4'-C'AFF AND 4'-2*AFF.WHIP LENGTHS SHALL BE ADJUSTED IN THE I FIELD AS REQUIRED TO BE CONCEALED WITHIN SHELVES.COORDINATE LOCATIONS OF SHELVING WITH Z5 � P 52/5 L 1i _ - ARCHITECTURAL ELEVATIONS ON DRAWING Al2.4 AND VENDOR/1.ELECTRICAL CONTRACTOR SHALL F6 I Z8 FURNISH,INSTALL AND WIRE LIGHT FIXTURES.PURCHASE LIGHT FIXTURES FROM VENDOR 018.(TYPICAL) ® 9. LOCATE WALL SWITCH ON WALL BETWEEN DOOR AND WALL MIRROR IN ALL FITTING ROOMS. COORDINATE LG2/w LG2/ LG2 LG2-ENT 5'�.---- '� FINAL LOCATION IN FIELD. O 35d n i9 359 - Ll-E �U/7 yU/Z5 U/25 yU 10 yU/25 yU/25 U/10y U/25 yU/25 10. PROVIDE ONE JUNCTION BOX AT 7H15 LOCATION,FOR CONNECTION TO FOOTVEAR LOCKER LIGHTING gy/39a-& # # } MOUNTED IN FIXNRING,MOUNTED 0 V-Or AFF.MOUNT JUNCTION BOX TO BE CONCEALED WITHIN 3 O - - } - - _ FIXTURING.COORDINATE WITH VENDOR St.LIGHT FIXTURES SHALL BE PROVIDED WITH FIXTURING. © ELECTRICAL CONTRACTOR SHALL INSTALL LIGHT FIXTURES AND MAKE ALL FINAL ELECTRICAL CONNECTIONS. mII IYP. 8 - gym'_ it. ELECTRICAL CONTRACTOR SHALL WIRE EMERGENCY BATTERY OF FIXTURE TO NON-CONTROLLED SIDE OF SWITCHABLE CIRCUIT BREAKER. 39m I �I /R 7 12. ROUTE CONDUIT DOWN NEAREST COLUMN AND UNDER FLOOR FOR FITTING ROOM/PORTAL POWER.SEE V Z5 m - C 0 U/26 L--- Q _j Ulm 10 U/28 U/28 U/7 U/26 � DRAWING E2.0 FOR DIMENSIONS OF STUB-UP LOCATIONS. 1/0 13. ELECTRICAL CONTRACTOR SHALL WIRE MIRROR LIGHTING PER MANUFACTURER'S INSTRUCTIONS.JUNCTION LG2/ BOX SHALL BE CONCEALED BEHIND MIRROR. 3NI L _ I n I I I I I I r RC R0/7 R� 14. COORDINATE EXACT LOCATION OF PENDANT FIXTURES IN THE WOMEN'S FITTING ROOMS WITH THE DKM'S ® M SPORTING GOOD REPRESENTATIVE PRIOR TO ROUGH-IN. LL / LG2/ 3u O I 0 35f. 7 I / % NLu/7 /27 I u/2 u/z7 -35x _v 0 -V * Y rLLL111r V^ _ 0 4 27y LiOYp ~CD Se,b ILG1 i/v0 5 52/7 11 R4 $b$c$d UGHT FIXTURE TYPE W M CID FIXTURE 1TYP W11$' BE RECESSED. 3 F2 bOESIGNATKJN A SWITCH LEG Q F2 DO EM NERGW/BATTERY BACKUP Y- 71PICAL ALL ARCHERY T FIXTURES. 1�SWITCH LEG DESIGNATIONS ARE MATCHED BETWEEN CONTROL DEVICES MID LIGHT Q U) FIXTURES LOCATED IN THE SAME ROOM UNLESS NOTED OTHERWISE.CONTACT CL-1 r ENGINEER IF CLARIFICATION IS REQUIRED. J T Q rl_1 ELECTRICAL LIGHTING PLAN 2.SUBSCRIPT'a'DENOTES AN UNSWITCHED EMERGENCY CIRCUIT THAT MUST ALWAYS Z Q E1.0 3/32" = 1'-0" REMAIN ON.WHERE NOT NOTED AS'NL'FIXTURES SHALL BE ON CONTROLLED O LL W CIRCUIT. 3.ALL LIGHT FIXTURES ARE FED FROM PANEL A UNLESS OTHERWISE NOTED. Z Z O 0 LL L H 3 I MICHAEL CRISLIP �i ARCHITECT T� 25001 EMERY ROAD,SLATE 400 CLEV�i T E L EL 12 6)Ct I 28 3 3200 O .FAX (216) 223-3210 www.herschmanarohltects.com O 7 O ry LIGHTING PLAN 00N7RACTOR KST VERIFY ALL OLEARAWm AND ■iso sdR! DIMEHISlcm IN FIELD �R 9 4 o 10 C Dealpn arq oonstrlotlon d000mente ee Inetr.mente al eervlaa ere"I"' In own,1 a end remsl�Ihs property 1 2 3 4 5 6 6. of Her.phmen Arphlteo' the p.e of thle dWan end Mee.onnetmotlo. d...meets M for purpose.other en the s Wfo prplaot named here"le tinnily proh411ed.—t expree..d written oonaenl of Mlohael Crlsllp, AroMtsot. Date ssue 01/06n014 PERMIT 01114n014 •FORBID T TYP. m m + 1/2 --u a�'-lo• � -4 In• . o ' = 16�1 V2e 16�2' Ki In• m' Ea k, NOTE:CONTRACTOR TO II WALL PROTECTIVE CAGES OVER LIGHT FDOURES.(TYP.) TYP. IG 0 Drawn By: TWK—4 —4 ,I -- - — - I — D Project No.: 14I41A0 n v t�•t I� s a 8 - 01 1 C.6 a3 MOUNT TRACK—" RACK 4 EO. 4 _______ DIRECTLY TO '� a YGYP.CEILING 01, QQ 7e U N FTRING ROOMLIGHT SS.ATYPICAL) 44 C 10-1 p 9 A J s 4 Q 4'-6' { Q 44' 4 4'-6' F '�rrP.t F M.t tTYF.t I 104 aw t 4 0 - - - - - - - II a va war �I In• qa' a v2 et6 ur 46•1e�2 I y • � 2b�--- � � I � I �I 9 MOUNT AT O a 15-V AFF ry E I � -- - - - - -I - CD co ° �—�— W"' Go Ea. Q WALL WASH FlXNRE _ — Q(�LO CENTERED ON MURAL d J CA Z Q GENERAL LIGHTING NOTES 01 DIMENSIONED LIGHTING PLAN >_w w 1.Oa 3/32" = 1'-0" Z Fz O a A SEE T 0 1 -(r A.F.F.FOR INSTALLATION F'IJrFDG TYPE FIXTURES. Q Q MOUNT 0 16'-R A TO UNDERSIDE OF FXTURE. U B. MOUNT FIXTURE TYPES'LV,'LG1•AND•LG2 0 15'-T AFF TO LL UNDER SIDE OF FIXTURE, F VERIFY C. MOUNTING HEIGHT OF THE EMERGENCYFIXTURES TMWITH THE LOCAL FIRE�On REF MTO DRAWING PRIOR.0 TOR ROOM/AREA ' U D. REFER TO DRAWING E2.0 FOR ROOM/AREA NAMES. E. MAINTAIN 10 FT.CLEARANCE IN FRONT AND 4 Fr.CLEARANCE TO EITHER SIDE FOR TYPE U FD(TURES NEAR TVS,EXCEPT AT CASHWRAP. F. SEE UGHr FDOURE SCHEDULE AND SYMBOL USr ON DRAWING R.D. ' G. COORDINATE WITH ARCHITECTS RUFECTED CEEING PLED ON SHEET �j AT.O PRIOR TO ROUGH-IN. MICHAEL CRISLIP ARCHITECT a 26001 EMERY ROAD,SUITE/00 CLEVELAND, OH 44128 N TEL 1216) 223-3200 FAX (216) 223-3210 O www.hernohmenarahlteote.00m v 0 0 DIMENSIONED LIGHTING PLAN �ALL 0LEARANGE5 ANDS I DIIEN51ON5 IN FIELD R O yQ�d �� .v m .. ..ena oorm�me.t.of,mauon aoo�memn .. eermoe In conllaeh en he property of Her-1n . 1p oln. The un of IN.ae.IDe eea me.. -- 11 mr lent .omsr meo ,hn nDeolllo DrolDot named hereln Ie s,rimry ornncl,ea a,nnne e.pre..ea wrlttan o ent of Mlpneal Crlsllp, AroMtsot.ne Date Issue 01/03/2014 PERMIT I I I I I I 01/14/2014 •FOR BID C13 tOAA co Cl1 94' I 1q2 7AA — — 2-19.fl4 I II I I �— I I I `�� • I I I I I — IL G7 1zs' oI 10.0 iF C17 or, 0 7.BA 7.11A BA ILf 1 I I � I n n gl Drawn By: TTNK I Project No.: 14141.00 L i I I I D II -- N- 1 J-� I C. ------ I - I II ---- TRACK HEAD TYPE G (TYPICAL) MOUNTLYT TTRACK TO GYP.CEILING I I ' I C _ ALL TRACK O SHOWN SHALL O 4 � cl BE WHITE ry -- 125 IA SEE DETAIL 3/E3.OA FOR (TYPICAL) II MOUNTING AND AIMING _ R \,` REQUIREMENTS OF TYPE �• GFW TRACK LIGHTING.E/,]X v LL U x I E-: I I I I I MrM LL ^O^ I I I I I LPL N O3 ~O 7.8A W cco I 3:rb °I --- Y 0 cs o 7. Q u Fl, F I I 1 1 1 �_ d J T CURRENT UMRNG — Z Q W PANEL FOR PANEL'C' m TRACK LIGHTING W jj � CIRCUITS.SEE ONE LINE Q Q 3 O LL MACK LIGHTING PLAN U�-to F E1.1 3/32" = 1'-0" a I MICHAEL CRISLIP ARCHITECT 0 p 2b001 EMERY ROAD,SUITE/00 •t TEL 1,2 6) 223-3200 a FAX 12181 223-3210 c0 —bersohmenarohltects.com O V TRACK LIGHTING PLAN GOU 0-EOR NC- VERIFY E 1.1 ALL GLEARANGES AND DIM56ION5 IN FIELD G\NgER 0 CIL�iRI .tµ'+ 60 = 00 0, w eti �bd oe•Ipn•na oonetruptlon e°eM•s.te e bar.,•.m.o e plven . If .1.0 -A . 1. al IN.d..W. . en.iuv a.utnb vn eoou..It. ol 01 for purpose. ser tn.n th .101y pr•s tI .Itsoul eapresseE 1 2 3 4 5 6 6. .n•r-1 o0 1 0l Mlas.el Crl.11p, AraMtsot.n, Date Issue I MOUNT NEXT TO OF 5 01/05/2014 PERMIT BO"ABOW DOOR, GOLF STOCK SEE DETAIL 3 .0 io_ oTp4Qol4 •FOR BID — — — _ — — — — � KEYED NOTES: JUNCTION BOXES TO BE MOUNTED IN MASONRY PIERS AT FRONT ENTRANCE ADJACENT TO DICK'S SIGN.CONDUIT UNDER GROUND AND UP ' ✓ c?/ I B � INSIDE MASONRY PIER.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FINAL SIGN TERMINATIONS.COORDINATE EXACT LOCATION IWTH SIGN BREAK RO "-,. 1'U' ICI VENDOR PRIOR TO INSTALLATION. J 21'-8' 10'-0' 9'-0' LLno_ ) O2 INSTALL(2)3/4•CONDUIT DOWN WALL,UNDER FLOOR AND INTO FLOOR BOX. 1 Kill �9 DO I 5 14'-Or AFF COORDINATE O PROVIDE AN INSULATED/ISOLATED GROUND CONDUCTOR TO THE GROUND BUS OF THE MAN DISTRIBUTION PANEL FROM EACH DOOR I WITH ADT OPERATOR.WIRING FOR DOOR OPERATORS SHALL BE CONCEALED IN THE FRAME AND STOREFRONT.(TYPICAL) ei 14 0 A I ----"- IO6 OOR // _ ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUIT A WIRING AND MAKE FINAL CONNECTION TO VENDOR/19 DOOR SECURITY SYSTEM. _ SEE DETAILS 6 B 7 ON DWG E3.0. --_—__ ______MA�AGERS' L] � JFFICE I. 13'-T I ELECTRICAL CONTRACTOR TO PROVIDE A SEPARATE INSULATED/ISOATED GROUND CONDUCTOR FROM EACH ISOLATED GROUND RECEPTACLE Toe I BACK TO PANEL 1G•. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO ALL CASE UGHTING. 2 1 - 27 b t 1 O SURFACE MOUNT RECEPTACLE IN PRINTER SHELF NRFA COORDINATE EXACT LOCATION WITH DICK'S SPORTING GOODS FIXTURE VENDOR. I iq�NRd tPM — — — 2 , A.F.F. 5 I -- 3_. NOT USED. - - Og NOT USED. So 1 O I 'FITTING QENTE111 CORRIDOR EMS SEIN301I Loe 0VERIFY EXACT LOCATION OF PANEL MDP WITH NEW SERVICE.SEE ONE LINE SHE.E6.0 I • 27 FOR RTU 7 I SEE DETAILS qN _ SHEET E3.0 F�R �0 � 11 REMOTE LIGHT/TEST STATION TO BE MOUNTED ADJACENT TO TEMPERATURE SENSOR.REFER i0 DRAWING E2.0 FOR TEMP SENSOR REQUIREMENTS 840,42, - - 13 LOCATIONS.TYP.ALL DUCT SMOKE DETECTORS. --I MOUNTED ON — 1 12 ELECTRICAL CONTRACTOR SHALL FIELD VERIFY TELEPHONE COMPANY UTILITY REMARK LOCATION PRIOR TO BID,EXTEND 4•CONDUIT WITH --- — COVER 6'-T SHELF - - �- I I 1 PULLWIRE FOR NEW INCOMING PHONE SERVICE.ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION WTH THE LOCAL TELEPHONE C40 JANITOR ALL GENERAL ACCESSORIES COMPANY FOR COMPLETE INSTALLATION OF 100 PAIR TELEPHONE CABLE TO DICK'S SPORTING GOODS TELEPHONE BACKBOARD. AP-1 ICOUNIER RECEPTACLES SHALL BE MOUNTED WITHIN 13 SEE DETAIL 6/E3.OA FOR TV MOUNTING AT CASH WRAPS.POWER AND A/V CABLING TO BE FED IN CONDUIT DOWN POLE TO TV LOCATION THE SERVICE COUNTER. '1�_,! !i - = AS SHOWN IN DETAIL COORDINATE WITH VENDOR' �__--===a=aw�il�� .�e�� l� I I � 9'-Be I I 1 iiii 16 14 BOOR BOX FOR FLOOR DISPLAY.ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF FLOOR BOXES WITH ARCHITECTURAL DRAWINGS. --- J� ----- -- - 1 !!M F ELECTRICAL CONTRACTOR TO SUPPLY POWER FEED B(2)DUPLEX RECEPTACLES TO EACH FLOOR BOX. Drawn By: EMS SENSOR 27 1 15 WIRE PUSHBUTTON TO OPERATE 1W0 DOORBELLS AT THE SAME TIME.ONE AT COLUMN C4 AND ONE ABOVE OFFICE AREA CORRIDOR Project No.: 14141.00 D19 _ - FOR RTU-2 D19 1 1 CEILING,WIRE PER MFR.PARING DIAGRAMS _1 � D 18 1•CONDUITS BELOW FLOOR FOR WIRING FOR NORMAL POWER,IG POWER,TELEPHONE/DATA AND TV/SECURITY/AUDIO TO CHECKOUTS AND Jlr�a EMS SDM'27 PVIA SUSPENDED�.}4 4 GENERAL ACCESSORIES COUNTER.STUB UP CONDUITS UNDER COUNTER AND COORDINATE LOCATION NTH MILLWORK VENDOR. PVM SUSPENDED AT 8'-6'SEE DETAIL ; -- h ?` PNER 8'-6'SEE DETAIL 5/E3.0.LOCATE.PI C 17 PENDANT MOUNTED TV PER DETAIL 7/E3.OA.POWER AND A/V CABLING TO BE FED IN CONDUIT TO TV LOCATION AS SHOWN IN DETAIL. i. 5/E3.0.LOCATE PER ADT DRAWINGS. —17 C 18 ELECTRICAL CONTRACTOR TO CONFIRM LOCATIONS OF ALL IN SLAB ELECTRICAL/DATA WITH DICK'S SPORTING GOODS'PROJECT MANAGER 1 — _ ADT DRAWINGS. I 3 WEEK PRIOR TO ROUGH-IN. ESTIBULE C.6 JUNCTION BOX FOR COMPACTOR DOOR RELEASE.SIGNAL FROM FIRE ALARM SYSTEM.COORDINATE WITH MANUFACTURER'S SPECIFICATIONS. RECEPTACLE FOR GLOVE STEAMER. 20 PROVIDE 30/3 EXTERIOR N.F.DISCONNECT B INTERIOR FUSED(JOAF)SWITCH FOR TRASH COMPACTOR AIRED IN SERIES.WIRE THROUGH B2p B COORDINATE EXACT LOCATION IN THE CONTROLLER.COORDINATE WITH MANUFACTURER'S SPECIFICATIONS FIELD PRIOR TO ROUGH-IN. 13_ -_ __-__ _ ABI 21 GLOBAL HUMIDITY AND INDOOR TEMPERATURE SENSORS SHALL BE MOUNTED AT fY-0'AFF ON COLUMN.VERIFY WIRING REQUIREMENTS COORDINATEB 9 C' NTH EMS INSTALLER. FRONT ENTRANCE DOORBELLS RECEPTACIE LOCA �'BE MOUNTED TO COLUMN AS HID) WITH WAILGRAPH AS POSSIBLE IN JOIST SPACE. I - - - C. O J.BOX AND LOW VOLTAGE AIRING TO POWER SOPPY AT FACP.MAKE CONNECTION TO OEUWD EGRESS DOOR ALARM PANIC HARDWARE I I PROVIDE RECEPTACLE MOOR BELL PUSH BUTTON PER MFR.AIRING DIAGRAMS.SEE DETAIL 8/E3.OA — `- ROVI — ACLE AT 7" — — — 44Nf AC C WINDOW FRAME.STUB I I S 31iC CONCEALED UP TO JOIST SPACE 23 2/12&1 i12 GND-3/4•C TO 120/24V TRANSFORMER FOR INFRARED CONTROLLED,AUTOMATIC SINK FAUCET.TRANSFORMER SHALL BE �^ MOUNTED ABOVE LAY-IN CEILING IN CORRIDOR.TRANSFORMER AND FAUCET PROVIDED BY PLUMBING CONTRACTOR.FINAL WRING TO B � J7 1 TRANSFORMER s FAUCETS BY THIS ELECTRICAL CONTRACTOR.COORDINATE ALL WORK WITH PLUMBING CONTRACTOR. )AS SENSOR •9 24 JUNCTION BOX FOR CONNECTION TO DELAYED EGRESS PANIC HARDWARE BOXED POWER SUPPLY LOCATED NEAR FACP.PROVIDE IRON OR RTU-5 CIRCUIT AND CONNECTION TO FIRE ALARM SYSTEM.SEE DETAIL 8/E3.11l OUTLET RECESSED HORIZONTALLY IN BASE AT END OF CABINET FOR 24-HOUR LIVE BAIT COOLER, FOR FLOOR BUFFER.MIIOUNT AT 41r 26 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS AND QUANTITIES WITH ARCHITECTURAL ELEVATIONS AND VJ ,N COORDINATE/VERIFY ELECTRICAL REQUIREMENTS NTH VENDOR/e. Q B29 FOR LINE WINDER MOUNT AT AFF. `' 27 ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE EXACT LOCATION OF ALL THERMOSTATS,TEMPERATURE SENSORS,So AS To NOT BE O 27 EMS SENSOR _ _ DIRECTLY'BLOWN'ON,ETC.MOUNT ON"BACK-SIDE*OF COLUMN,ETC.AS REQUIRED.SEE SYMBOL LEGEND SHT.E4.0 FOR MOUNTING q PIECE FOR RN-8 ( - I I AND WRING REQUIREMENTS BY ELECTRICAL CONTRACTOR. D3A 1 � 19 (30/3)4 L�. I 0 DIRTY FILTER SWITCH h 002 SENSOR FURNISHED BY MECH CONTRACTOR.(CO2 SENSOR TO BE WITHOUT DISPLAY k INSTALLED g WRED IWi6Gl D 0 SHARPENER FOR BOWLING PRESS AND SKATE BY ELECTRICAL.CONTRACTOR ADJACENT To EACH UNIT TSTAT) $FWRPENFR MOUNT AT 48•AFF. E11S SENSOR I EMS SENSOR I— IG-38,RECPT FOR SCALE.MOUNT AT+51r 'I IG-4 27 FOR SENSOR FOR RRE-1 V APE.cooamruTE EXACT LOCATION wm4 osG 7 D GENERAL NOTES-DRAWING E2 0 FIRE ALARM SYSTEM NOTES-DRAWING E2.0 Z CONSTRUCT10N MANAGER. \ WORKSHOP D1 - — — — — — — — —� -.1 ICI TYP _ 829,FOR BOW PRESS.MOUNT AT 48'AFF. ICI A. VOLTAGE DROPS ARE BASED ON FEEDER CONDUCTORS SIZED FOR A MAXIMUM A. REFER TO SPECIFICATION SECTION 16721 FOR ALL FIRE ALARM SYSTEM REQUIREMENTS LL FOR 4•CR T1 DATA SERVICE WITH PULLWIRE �' VOLTAGE DROP OF 2%AT DESIGN LOAD. BRANCH CIRCUIT CONDUCTORS SHALL BE AND RESPONSIBILITIES.THE ELECTRICAL CONTRACTOR SHALL DESIGN,FURNISH AND r. - ?` SIZED FOR A MAXIMUM VOLTAGE DROP OF 3%AT DESIGN LOAD.THE CONTRACTOR INSTALL A COMPLETE 24V DC,ELECTRICALLY SUPERVISED ANALOG ADDRESSABLE FIRE (1)4•C.WITH PULLWIRE 4y FO ---- "_ SHALL USE THE FOLLOWING CHART TO SIZE BRANCH CIRCUITS: ALARM SYSTEM AS SPECIFIED IN THIS SPECIFICATION SYSTEM AND PROVIDE ALL SHOP LL FOR 20A BRANCH CIRCUITS ONLY: DRAWNGS AND OBTAIN ALL APPROVALS REQUIRED FROM THE AHJ. _ ALL BRANCH CIRCUITS MORE THAN 75 FEET IN LENGTH FOR 120 VOLT CIRCUITS AND O FOR 100 PAIR TELEPHONE - 6 _ 200 FEET FOR 277 VOLT CIRCUITS SHALL BE MINIMUM/10 AWG. B. DUCT SMOKE DETECTORS SHALL BE PURCHASED AS PART OF THE FIRE ALARM SERVICE CABLE ___ _ I yy {( ALL BRANCH CRONIES MORE THAN 150 FEET IN LENGTH FOR 120 VOLT CIRCUITS AND SYSTEM,FURNISHED BY THE ELECTRICAL.CONTRACTOR,INSTALLED BY THE STOCKROOM 1. RJ L 400 FEET FOR 277 VOLT CIRCUITS SHALL BE MINIMUM#B AWG. MECHANICAL CONTRACTOR,AND WIRED TO THE RTU BY THE MECHANICAL CONTRACTOR. I� (3)4'C.POWER SERVICE. `�\ 1 ALL BRANCH CIRCUITS MORE THAN 225 FEET IN LENGTH FOR 120 VOLT CIRCUITS E.C.SHALL WIRE THE DUCT DETECTORS TO THE FIRE ALARM CONTROL PANEL //� $ SEE ONE UNE FOR SERVICE �, 2 '�II ! SHALL BE MINIMUM/6 AWG. �0 CONDUCTOR SIZES. -- 1 11 s 21 pp ALL BRANCH CIRCUITS MORE THAN 350 FEET IN LENGTH FOR 120 VOLT CIRCUITS C. ELECTRICAL CONTRACTOR SHALL PROVIDE 3/4'C(NTH PULL WIRE)FROM EACH FIRE F— RECEPTACLE .o SHALL BE MINIMUM/4 AWG. ALARM DEVICE TO ABOVE ACCESSIBLE CEILING.IF DEVICE IS LOCATED IN AN AREA N;n ELECTRICAL CONTRACTOR TO FOR ADT. J WITHOUT CEILING,THIS ELECTRICAL CONTRACTOR SHALL STUB UP 3/4-C TO W cr) VERF-Y LOCATION -�_-) z B21 < B. ALL THERMOSTAT LOCATIONS SHALL BE APPROVED BY DICKS ON SITE STRUCTURAL JOIST.ALL FIRE ALARM WRING SHALL BE PROVIDED AND INSTALLED BY CAB NET,METER Go PROVIDE&INSTALL AND/r WI7H VENDOR I2 - RECEPTACLE MOUNTED�NNDER FIXTURING REPRESENTATIVE. FIRE ALARM MSTALLER. 31 FOR GLOVE STEAMER. CORDFOR DISCONNECT.VERIFY g - GLOVE STEAMERTHROXTURE BASE D12 C. ALL CONDUITS RUN IN EXPOSED CENNG AREAS SHALL BE RUN WITH STRUCTURE D. ELECTRONIC DELAYED EGRESS PANIC DEVICE TO BE WRED TO FIRE ALARM SYSTEM. Y REQUIREMENTS WITH LOCAL p36 24 ° 6'0 EL oCT ICAL ROOM so 25 B25 TO RECEPTACLE. TIGHT TO UNDER SIDE O'ROOF DECKING IN ACCORDANCE WITH N.E.C.ARTICLE CID F11i THIS WILL INCLUDE A 15 SECOND DELAY FOR AUDIBLE ALARM.COORDINATE ALL Q UTILITY COMPANY _SIG dQ- - - / -- D14 300.4(E). REQUIREMENTS WITH SUPPUER/INSTALLER.SEE DETAIL SHEET E3.OA. Q p ..._..._ I 0 a J r --- ----- - — E. ELECTRICAL CONTRACTOR SHALL PROVIDE FACILITIES FOR THE FIRE ALARM CONTROL J "SPRINKL R ARE 10 NOTE TO CONTRACTOR: PANEL AT THE TELEPHONE BACKBOARD IN THE ELECTRICAL ROOM AS SHOW)W Z Q (3 131 AAV DETAIL 5/E6.0. O W W ELECTRICAL CONTRACTOR SKI PURCHASE h PROVIDE(12)PLUG-IN SURGE PHONE BOARD 12 PROTECTORS IN HIS BID WHICH WILL PROTECT IMPORTANT EQUIPMENT.UNLESS NOTED F. ELECTRICAL CONTRACTOR SHALL COORDINATE OIANTITY AND LOCATIONS OF REQUIRED }Z Ix OTHER WISE,THESE SURGE SUPPRESSERS SHALL BE BY APC,SURGE ARREST MODELS KNOX BOXES WITH THE LOCAL AUTHORITY HAVING JURISDICTION.KNOX BOXES SHALL Z O ELECTRICAL POWER PLAN Pm7(Ott.6)(FOR POS.AND COMPUTERS)AND ProTT(Ott.6)FOR FAX AND BE PROVIDED BY THE ELECTRICAL CONTRACTOR AS REWIRED. V ANSWERING MACHINES.VERIFY LOCATION WITH PROJECT MANAGER. c i THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ELECTRICAL CONDUIT 1] ROUGH-INS FOR ALL FIRE WARM DEVICES PER NOTE'C UNDER FIRE ALARM NOTES g}9 9)E2.0.Delayed E¢ress Y a)Install as per NFPA 72,(21.9). ,3 I MICHAEL CRISLIP 0 ARCHITECT 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 (216 TEL (218) 223-3200 rz FAX (216) 223-3210 O wwwJlereohmanerohlteote.00m a 0 ry g ELECTRICAL coNTRAOTOR T U5r vMIFY �'L.2.0 ALL OLEARANGES AND DIMEFL410N5 IN FIELD R J N L = 'V O 0 N O bd DeMpn entl o nstrWWI tloopmema u Inatrumante of eerrlpe ero given e ponnae„pe entl r«nein m.prep.rty If III.d men Aropnsote. Tne pe If tole tleelpn entl tMas aonatruotloI tlooemente for l..lI e o loan 1 2 3 4 5 6 6. ep.en o Irbty proADlted of M11 •Dr..m written oo eent of Mlaneal Crlellp, AroMteot.n Date Issue 01/03/2014 PERMIT — -4 OIA412014 FOR BID SDP_6 (15/3) ® ' O Wp D29 0 RTU9 SDP-2 14 -71 (25/3)� 9 ON ROOF WP rO® D29=*L RIU7_J wr //TTTTTT�� 32.0 MCA �ON ROOF RN 23.0 MCA ON ROOF (35/3)� I I I I I I I I I I I I SDP-11 (25/3) RG1 �7411) ,IPDzs I 3 �L J WIP O — Drawn By: T04K Project No.: 14141.00 - I- - - - - -T - - T- - - p II I SDP-3 (45/3) wf LORTU2 J I cs II I R2U SDP-9 ON ROOF (25/3)WP - I —� D29� R®N5 — I I L J I I I .9 ON RW MCA I I I I I 00 0 SDP-4 O I (251/j3) I I I I L� To 1 HR. O WIRE DOWN 429�10I nMER�� I I I - --o— DP-7 123.0 MCA 25/3) — SOP_, — — — J ffffff (35/3) � — L 6 460V-31 ON ROOF WWWPPP Imo, Ir ® � , L D29 WP L RTU4_J L WP Q7 J 48I)MCA �ll//((TTT///RN 32.0 MCA OROOF ON ROOF 0 a a a � T W M 'a �Go i rN I (L_J zOLLW >-Z a a a3O a REFER TO ENERGY MANAGEMENT DRAWINGS FOR Q KEYED NOTES �1�ELECTRICAL POWER ROOF PLAN i ADDRIONAL ELECTRICAL CONTRACTOR WORK REWIRE E2.1 3/32" = 1'-0" O FOR THE INSTALLATION OF THE ENERGY MANAGEMENT O ALL RTU'S HAVE A FIELD WIRED,FACTORY INSTALLED SERVICE SYSTEM.ELECTRICAL CONTRACTOR RESPONSIBLE FOR NON-FUSED DISCONNECT SWITCH.ELECTRICAL CONTRACTOR SHALL I WIRING BUILDING ENERGY MANAGEMENT(EM)SYSTEM. WIRE FACTORY INSTALLED GFCI SERVICE RECEPTACLES FOR RTU 4, 5,6,7,6 k 9.THE REMAINING RTU'S HAVE FACTORY WIRED, 9 FACTORY INSTALLED GFO SERVICE RECEPTACLES. THE ELECTRICAL CONTRACTOR R RESPON51&E N O ELECTRICAL CONTRACTOR TO INSTALL 1-1/Y CONDUIT THROUGH , PROVIDE DUCT SMOKE Df:IECTORS PER NOTE'B' ROOF INCLUDING WEATHERHEAD FOR SATELLITE DISH.ELECTRICAL I, CONTRACTOR TO TERMINATE CONDUIT AT 6'-0'AFF.AS CLOSE UNDER FIRE HARM NOTES ON DRAWING E2.0.J TO'MAIN EQUIPMENT RACK'AS POSSIBLE. MICHAEL CRISLIP ARCHITECT 0 26001 EMERY ROAD,SUITE 400 a CL VELAND, OH 44128 V TEL 216 223-3200 FAX (216I 223-3210 p www.herschmanarchitects.com a 0 a ELECTRICAL POWER ROOF PLAN GONTRAfTOR MUST VERIFY S'y'r ALL CLEARANCE5 AND � 1"'�., DIMEN 10N5 IN FIELD D7 ? O Oyu`Pji +4Y AFF 2 O 0 u 03? s`od y.�P���e 1 CHECKOUT NOTES: \u oe.ian e.a oo.•trnpap.app,npe.te 1. REFER TO PENDANT MOUNTED TV INSTALLATION DETAIL 6/E3.OA marnmem.of.ermpe.re Dme. \p( M OOnlgeme eM remeN ine Droperty 2. FROM EACH ISOLATED GROUND RECEPTACLE,PROVIDE A SEPARATE INSULATED, - �l T of Inl:an io..nu tM..t'aonmu W, ISOLATED GROUND CONDUCTOR TO THE ISOLATED GROUND BUS IN PANEL"0. D5, "F� aooumsnea ror Durpoeae purer enen -�. the aDe01110 project nem00 nereln Ie +4Y AFF \ clrloty p,.htlt,d w10-1 oxDrecesd 3. ALL WIRES PULLED BY ELECTRICAL CONTRACTOR.REFER TO SPECIFICATION, 1 wrote.......t of MlOneal Crlellp, NOS 4 D3 BREAK ROOM nrpmesoe. 4. JUNCTION BOX FOR CONNECTION TO SHOWCASE LIGHTS.VERIFY QUANTITY AND yy tl� WIRE ALL VYB16 C21 m fG l 35 B16 D3 Date Issue 5. RECEPTACLE MOUNTED UNDER FDTTURING FOR PEPSI MACHINE.ROUTE CONDUIT E37 FRONT ENTRANCE DOOR BELL SHALL 0T/03/2014 PERMIT DOWN WALL AND THROUGH BASE OF FIXTURING TO RECEPTACLE.ROUTE CORD WWII BE MOUNTED ABOVE SUSPENDED ACT FOR PEPSI MACHINE THROUGH FIXTURE BASE TO RECEPTACLE. NOE 7 ii;i Bg2�I� ]1�g CEILING.PROVIDE J.BOX AT DOORBELL aIA4/2014 *FOR BID 6. PROVIDE ONE QUAD'IG'RECEPTACLE AND ONE DATA OUTLET FOR POWER,POINT (TYPICAL) WWII �ttj4 94 01 D1 AND MAKE FINAL CONNECTIONS. OF SALE,AND TELEPHONE WIRING AT HUNTING LICENSE KIOSK. ttr RECEPTACLES MOUNTED 0 +18'AFF.(TYPICAL U.N.0) 7. 1'CONDUITS SHALL BE STUBBED UP UNDERNEATH CASE WORK AND TERMINATED ____ ��I - O11 WTTIiN THE KICK SPACE(NOT TO EXCEED APPROXIMATELY 3-1/Y AFT).A LOW '-�-12 ll i V MANAGERS' PROFILE GANG BOX WITHIN THE KICK SPACE IS RECOMMENDED FOR THE IIIIIII -� MOUNT EMS CONTROL OVERRIDE PANEL TERMINATION OF THE 1'CONDUITS. - OFFICE 4'-8' 10'-tl' CONDUITS BELOW FLOOR FOR C1 B AT+48'AFT.PROVIDE METAL LOCKABLE I POWER AND LOW VOLTAGE NOTE 1 K V k Loa ENCLOSURE.COORDINATE ALL B. ELECTRICAL CONTRACTOR TO ROUTE CONDUITS DOWN WALL AND INTO BASE OF i i i i i i t i WIRING TO COUNTER.SEE 5REQUREMENTS WITH EMS INSTALLER. FXTRE FOR POWER AND DATA AT CASHWRAP COUNTER.COORDINATE LOCATIONS ' IIIIIIII DETAIL 8 E3.0WITH FIXTURE VENDOR. n n / ) 18-T D71 EMS SENSOR27 -17 IDORFTIR RN-11 DDIa r rasp IG 3 NOTE 8 11 Byy� iiitiii -17 CHECKOUT l Imo \). iiiitin IG 6 6 6IG ' IG 10 I-15 D9 U"-15 D9 D9 Ilnntt R-15 -r CABH/COUNT RM. EMPLOYEE TIME CLOCK 0 48'AFF. 1 1 SEE DETAIL 9/E3.0. • (_T_�NOT USED (_2'�ENLARGED CHECKOUT PLAN ��OFRCE AREA POWER PLAN SEE DRAWING E2.0 E3.0 N.T.S. E3.0 N.T.S. E3.0 3/16" = 1•-0" FOR CODED NOTES. Drawn By: THK Project No.: 14141,00 A/V ROOM NOTES: VESTIBULE 3/4'CONDUIT 1. ELECTRICAL CONTRACTOR TO INSTALL 1-1/Y CONDUIT THROUGH ROOF INCLUDING WEATHERHEAD FOR SATELLITE DISH.TERMINATE CONDUIT AT 8'-0'AFT.AS CLOSE TO FROM ULTRAPOSf CONDUIT TO STUB UP AT DESIGNATED LOCATIONS _Y� PEDESTAL TO MOUNT 8'-0'TO REMOTE ALARM 2 J AND CUT 1'MAX ABOVE FINISHED FLOOR 'MAIN EQUIPMENT RACK'AS POSSIBLE. 2. DATA MDF LOCATED IN DATA ROOM.COORDINATE EXACT LOCATION WITH VENDOR jF13. 12'-0'AFF MAX. 17_ T ❑ ❑ ---'4' 3. UNDER DIVISION 16 CONTRACTOR SHALL PROVIDE 4'x8'x3/4'PLYWOOD BACKBOARD, PAINTED BOTH SIDES GRAY ENAMEL COORDINATE EXACT LOCATION WITH VENDOR#13. SRIB ON UP CONDUIT TWO UNLSTRIR CONCEALED IN 61-T MAX.P1000CHANNEL PEDESTAL ImWAINS JA P REMOTE WALLPNEUMATIALARM STORE SLIDING REPLACE IT LENGTH FURNISHED WITH DOORS FLANGE UNIT WITH 1-1/Y I.D.PIPE,LENGTH (2)1-1/YC TO SALES FLOOR TURNED DOWN TO 8'-O' (1)TC TO OFFICE AREA CEILING SPACE AS REQUIRED,PAINTED BLACK. ULTRAPOST PEDESTAL NOTES: AFF AT DATA RACK.(1)FOR FIBER OPTIC AND(1)SPARE. TURNED DOWN TO 8'-0'AFF (1)1-1/YC THROUGH WALL TO MEZZANINE DATA/AV (1)1-1/YC UP THIRD ROOF WITH ROUTE POWER(1/Y MC CABLE)AND SIGNAL FLOOR 1• PEDESTAL DISTANCE FROM DOOR FRAMES SHOULD BE APPROX.8'.MAX. TURNED DOWN TO 8'-0'AFF AT DATA RACK. WEATHERHEAD FOR BACK ROUTER ANTENNA CORDS THRU PIPE,TYPICAL FOR SECURITY 3/4 CONDUIT NCEAL CONDUIT IN DISTANCE FROM PEDESTAL TO PEDESTAL(CENTER TO CENTER)6 6'. (1)YC TO SALES FLOOR TURNED DOWN TO 8'-O'AFF (1)T CONDUIT TO SALES FLOOR TURNED SYSTEM TV'S. 1-1/Y MIN. FLOOR SLAB AT DATA RACK FOR CCTV. DOWN TO B'-T AFF AT DATA RACK BELOW FLOOR 2. SYSTEMS SHALL BE LESS THAN1/2-V FROM GROUND TO NEUTRAL G- SLAB, (TYP.) SYSTEMS ARE HARDWIRED. NOTE 2 G CONDUIT STUB-UP 4.5 3, FEED CONDUIT AND WIRING DOWN CLOSEST INTERIOR FULL HEIGHT I-N1 AV NOTE 1 f-BLACK TV WALL CONTINUE RUN UNDER FLOOR TO PEDESTALS.PROVIDE CONDUIT IG 131 LABEL RECEPTACLE DUPLEX RECEPTACLE CEILING MOUNT STUBS UP TO EACH PEDESTAL COORDINATE PEDESTAL LOCATIONS W/ "CONTROLLED BY EMS' V 18.1' VENDOR#19 DOOR SECURITY REP. NOTE 3 / C27 4. ELECTRICAL CONTRACTOR TO PROVIDE A FOR LOW PULL STRING IN. Q I�,29 (1)1-1/7C TO SALES THIS DETAIL IS FOR REFERENCE ONLY.THE CONTRACTOR IS TU MODIFY AS REQUIRED CONDUIT BETWEEN SYSTEMS PEDESTALS FOR LOW VOLTAGE WIRING. FLOOR TURNED DOWN TO TO SUIT SITE CONDITIONS.ALL WORK SHALL BE COORDINATED WITH VENDOR 119 PRIOR 2 5 0 LABEL RECEPTACLE 8'-O'AFF AT AV RACK TO ROUGH-IN.ALL CUSTOMER ENTRIES(EXTERIOR VESTIBULES,MALL ENTRIES,EFC.) 5, SYSTEMS TO BE OPERATIONAL 24 HOURS A DAY.COORDINATE INTO/OUT OF DICK'S SPACE SHALL BE PROVIDED WITH VENDOR SECURITY SYSTEM. INSTALLATION WITH GENERAL CONTRACTOR&SUPPLER 0 a 'CONTROLLED BY EMS' 6. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR&SUPPLIER 0 o-i m� WIRING DETAIL FOR VESTIBULE DOOR 4 A/V ROOM ENLARGED PLAN 5 PENDANT MOUNTED TV INSTALLATION 6 SECURITY ULTRAPOST PEDESTALS ��ULTRAPOST PEDESTAL DETAILS + NOTES Z E3.0 N.T.S. E3,0 N.T.S. E3.0 N.T.S. E3.0 N.T.S. LLF- LL 0 a y 7.80 CONDUIT 0'-1'BELOW FINISHED y co CONCRETE SURFACE TYPICAL OF W ALL FOUR LINEAR RUNS. SC EW SC EW HOLE HOLE Y Q I 1'C.TO PANEL IG a co POWER CIRCUITS 1'C TO PANEL B LEFT SIDE< a J r ACCESS HOLES FOR TO OPEN THE KRONOS Z a DATA 1'C TURN CONDUIT INTO GOLF STOCK ROOM FOR IDF CABLES KNOCKOUT FOR AC POWER AND/OR TIME CLOCK,YOU MUST LL LU AC OUTLET 6.92 ETHERNET CABLES OF THE 0 AUDIO SUAL&SECURITY 1'C TURN CONDUIT INTO GOLF STOCK ROOM FOR OF CABLES ON REMOVE THE ALIFN SCREW cc 54•_3/HP CLOCK.DMONAL PACE Z Z 0 k TO IS REQUIRED TO OPEN THE V y Na:DO NOT FLOOR CLACK FOR RUN IN SUB TO WALL AND UP TO REMOVE THIS TROUBLESHOOTING tP JOIST PACE(SEE FLOOR PLAN) KNOCKOUT FROM THE PURPOSES. UNDER FLOOR DUCT WIRING NOTES: TERMINAL UNLESS YOU H MOUNT THE TERMINAL RIGHT SIDE: g 1. CONDUITS MAY CHANGE IN ANY ORDER BUT MUST CONTAIN ONLY THE WIRING SYSTEM SHOWN, OVER AN AC OUTLET THE AREA TO THE RIGHT 2. IDENTIFY IG&PANEL 8 WIRING WITH DIFFERENT COLOR WIRES. OF THE RE TIME ' CLOCK MUSTUST REMAIN 3. CONDUIT STUB-UPS SHALL BE UNDER COUNTER P HOLE ACE AND NOT IN STANDING SPACE(COORDINATE WITH GENERAL I. CLEAR,SO THAT CONTRACTOR). �} �} EMPLOYEES HAVE AMPLE ROOM TO SWIPE THEIR 4. PROVIDE(2)TWO PULLSTRINGS IN EACH OF THE CONDUITS FOR LOW VOLTAGE CABLING,LIBEL EACH END K THE BADGE' PULLSTRINGS AS DATA BY VENDOR 13.LABEL EACH END OF THE PULL STRINGS IN THE AUDIOVISUAL&SECURITY ALLOW 17 TO �3- ALLOWCONDUIT AS VENDOR 2 AND THE OTHER AS A/V VENDOR. TTMFiE OU,TLLOOFTO FOR TO THE RIGHT OF THE MICHAEL CRISLIP z 5. EXTEND CONDUITS TO ROOF STRUCTURE FOR CONDUITS CONTAINING THE LOW VOLTAGE CABLING.PROVIDE LONG RADIUS AMPLE ROOM 0.TO ALLOW FOR AMPLE ROOM 90'S AND BUSH ENDS FOR CABLE PROTECTION.VERIFY EXACT INSTALLATION DETAILS WITH DSG REPRESENTATIVE. 0-- CONDUIT HOLES(APPROXIMATELY 7/✓F IN DIAMETER A R C H I T E C T TO BE USED FOR CAT6 COMMUNICATION CABLE 26001 EMERY ROAD,SUITE/00 COORDINATE INSTALLATION CLEVELAND, OH 44128 2'-0'MINIMUM TO 2'-0'MINIMUM TO WITH ADJACENT ADT KEYPAD TEL 12181 223-3200 O ADJACENT ADT KEYPAD ADJACENT ADT KEYPAD Q (LEFT OR RIGHT) (LEFT OR RIGHT) FAX 12181 223-3210 www.herachmenarchltecta.com a 8 UNDER CONDUIT DETAIL 9 TIMECLOCK BACKPLATE DIMENSIONS ELECTRICAL N.T.S. E3.0 N.T.S. DETAILS GONTRAGTOR MU5T VERBY ALL GLEARANGES AND E3.0 DIMBN510N5 IN FIRD N o CP MOUNT TO STRUCTURE ABOVE WITH UNISTRUT BY EC z ry SINGLE CIRCUIT WIRNG SYSTEM JOIST SPACE.PURCHASE F UNISTRUT CHANNEL BY E.C. `YO FROM VENDOR g18 d'd TOP CHORD OF BAR JOIST -- r ADDY SPEED LINK Do.loe.m...so-ooao.eoowe.ms 1.5mm GAIN.CALLS w oo,`,na era.0�em.e ins uronleriv BY VENDOR#18 er Ner:enmen AroMl.on.. Tn.o. o...Vmrl.n WASHER aooam.m.ror WIRING m..eemno Rraaon Mm.a n.rep I. .mmly Prone I.N wllnom..Pr.sa \ $ / writ-oo.o't ,Mloh.elncrleno^ BOLT WITH SYSTEM CORD LOOP OY EC.70 PROVIDE BRIDAL RINGS OR EC. TIE STRAPS TO ATTACH THE MODULAR WIRING TO STRUCTURE.RUN WIRING Aronll.ol. VENDOR 18 TO SYSTEM ALONG JOIST SPAN OR AT Date Issue M RIGHT ANGLES TO JOIST PROVIDE HOOK 07/03/2014 PERMIT REFLECTOR AND AND CHAIN TO BALLAST SAFETY MOUNT 01/14/2014 •FOR DID ARCRAFT CABLE I I I I I I I OR AS HIGHAS J- 1 IAST MODULE POSSIBLE CAD TRACK SPEED O 40 LINK ERICO J� WALL I • \\�� TRACK p OF TOMBAR CHORD o OF BAR JOIST Dlp 16'T A.F.F. TYPE"Ur FlX U (TYPICAL IN SALES -~(SEE SCHEDULE) AREA) NOTES: 1. BOLT HOOK TO UNISTRUT.DOUBLE NUT ALL THREADED CONNECTIONS.PROVIDE HOOK AND LOOP 2F-15Z-832 CABLE TRACK NOTES TO SUPPORT FIXTURE BY MEANS OF STEEL CHAIN.SUPPORT FIXTURE FROM UNISTRUT, GRIPPER W/8-32 COORDINATE METHOD OF FASTENING UNISTRUT TO TOP CHORD OF JOIST WITH STRUCTURAL INTERNAL THREAD,BY 1. LOCATE TRACK LIGHTING AS SHOWN ON ARCHITECT'S REFLECTED CEILING PLAN. ENGINEER PRIOR TO INSTALLATION.DO NOT DRILL OR WELD TO JOIST. ASSEMBLY SHALL VENDOR#18 2. MOUNT ALL TRACK LIGHTING AT 18'-O'AT EXPOSED AREAS,UNLESS NOTED. SUPPORT FOUR TIMES THE FIXTURE WEIGHT.TYPE'Lr FIXTURE WEIGHS APPROXIMATELY 26 LBS. 2. WHERE FIXTURES OCCUR DIRECTLY BELOW BAR JOIST I.E.MAIN CENTER AISLE,PROVIDE JOIST 3. E.C.TO VERIFY COUNTS OF METAL HALIDE TRACK FIXTURES.LOCATE FIXTURES AS SHOWN ON DRAWING E1.0A.ELECTRICAL CONTRACTOR TO PROVIDE 5 ADDITIONAL CLAMP WITH HOOK AND CHAIN FOR FIXTURE LIGHTING MOUNTING TO JOIST. TRACK BY VENDOR/18 FIXTURES FOR USE BY DICK'S SPORTING GOODS. . 3. ALL UNISTRUr SHALL BE PAINTED WHITE TO MATCH CEILING.REFER TO ARCHITECTURAL DRAWINGS. 4. INITIAL AIMING FOR FIXTURES MOUNTED AT 15'-6'-16'-O'A.F.F.,AIM LIGHT FIXTURES 40 DEGREES AS DIAGRAMMED,EMPHASIZING THE ADJACENT MERCHANDISE 4. E.C.SHALL INSTALL ALL HID LIGHTING IN ACCORDANCE WITH N.E.C.ARTICLE 410. WALL DISPLAY AND BRANDING GRAPHICS. PERFORM FINAL AIMING ADJUSTMENTS AS DIRECTED BY DICK'S SPORTING GOODS AUTHORIZED REPRESENTATIVE. 5. FIXTURE TYPE U/U-NL SHALL COME COMPLETE WITH'ACS MODULAR WIRING AND HOOK.E.C. 5. TRACK SUPPORTING CABLES ARE TO BE 4'-D'ON CENTER WITH A SUPPORT SHALL WRAP AND TIE EXCESS CORD. LOCATED AT EACH TRACK END(OR PER LOCAL CODE).FACTORY PREDRILLED 6. HOLLIGHT FIXTURE TYPES'U&U/NL'ARE TO BE WIRED WITH'ACS'MODULAR WIRING SINGLE THE PROPES ARENOT ACING HATED SUPPORT FLINGING POINTS AND WILL NOT PROVIDE CIRCUIT WIRING SYSTEM.PURCHASE All RELATED COMPONENTS FROM VENDOR#18.CONTACT Drawn By: 'TYVK VENDOR FOR COMPLETE PACKAGE LIST PRIOR TO BID. Project No: 14141.00 1 TYPE U / U—NL LUMINAIRE INSTALLATION DETAIL 2 NOT USED 3.o N.T.S. 3.0 N.T.S. TRACK LIGHTING DETAIL(OPEN CEILING) 3.o N.T.S. MONITOR FLANGE 1-1/27 I.D.STANDARD THREAD SCH 40 PIPE PAINTED MONITOR FLANGE 1-1/2'LD.STANDARD THREAD SCH 40 PIPE PAINTED SUPPLIED BY VENDOR J5, BLACK,SUPPLIED&INSTALLED BY E.C.RUN POWER SUPPLIED BY VENDOR 15, PIPE.BLACK,SUPPLIED&INSTALLED BY E.C.RUN POWER INSTALLED BY E.C. / (1/2'MC CABLE),DATA AND VIDEO CABLE DOWN INSIDE INSTALLED BY E.C. (1/2'MC CABLE),DATA AND VIDEO CABLE DOWN INSIDE J/ ATTACHED TO BAR JOIST PIPE. ATTACHW TO OAR JOIST USING(2)UNISTRUT USING(2)UNISTRUT MOOD CHANNEL SUPPLIED PIPE LENGTH VARIES P1000 CHANNEL SUPPLIED PIPE LENGTH VARIES &INSTALLED BY E.C. &INSTALLED BY E.C. END OF PIPE TO END OF PIPE TO FINISHED FLOOR FINISHED FLOOR PROVIDE DUPLEX RECEPTACLE PROVIDE DUPLEX RECEPTACLE 'w SURFACE MITI)TO BACK OF SURFACE MTD TO BACK OF V, LCD 7V BRACKET. LCD TV BRACKET. Q 0 B'-g BI-B V �VJ - LL_ 11F- 6 ii• Z 0 ��NOT USED 5 NOT USED 6 CASHWRAP TV ELEVATION DETAIL 7 GOLF FITTING CENTER LCD TV ELEVATION DETAIL d 3.OA NONE \�3.OA NONE 3.OA NONE 3.0 NONE a W Cl) 00 m Y� COLOR CODED LOW VOLTAGE COLOR CODED IOW VOLTAGE WRING(3#I—) � � WIRING(3/18AWG TO EACH BY EC.FROM PDM3i SUPPLY.COLOR-CODING FROM 120Y SOURCE M1M Q C Ul o DOOR HINGE)BY F.C.FROM SHALL MATCH ELECIRFIED HINGE ROTATE IN JOIST c LOCK-ON CIRCUIT ipiFNmt 0-J r ELECTRIFIED SUPPLY. SPACE(5W'MAX) B!EF J r WLOR-00DNG SHALL MATCH (3 flUM 5O0'-Z50') q# H ElECIRIFlm HINGES.ROUTE Z Q p IN JORT SPACE(500'MAX) O ILL w cc (3 J16AWG 500'-750') FIRE HARM TIE-IN Q Q O (z tf1&HAG)ar EC. U�� 12(N/24VAC,BOXED POWER SUPPLY ROUTE COLOR COOED LOW— ROUTE COLOR CODED LOW FURNISHED WITH DELAYED EGRESS VOLTAGE WIRING N CONDUIT VOLTAGE WIRING IN CONDUIT PANIC HARDWARE AND INSTALLED BY UP TO CEILING SPACE UP TO COUNG SPACE. E.C.LOCATED NEAR FLOP.PROVIDED MAKE CONNECTION WITH MOLEX PLUG-IN CONNECTORS WITH TERMINALS FOR FIRE ALARM -� AND STANDARDIZED COLOR-CODED WIRING TO RELAY CONNECTION ALLOVANG PRE-INSTALLED WIRING IN DOOR FRAME WITH POWER RELEASE OF ALL DDORS UPON FIRE 9 r-- PANIC HA DEVICES SUPPLIED WITH DELAYED EGRESS ALARM AC1NA1gN.WIRE ALL -- ------ PARK HARDWARE E"--_--- DELAYED EGRESS DOORS TO ONE COLOR CODED LOW VOLTAGE I I POWER SUPPLY. WIRING IN CONDUIT AND I I CONNECTED TO ELECTRIC I COLOR CODED LOW VOLTAGE HINGE PRE-INSTALLED IN I WIRING IN CONDUIT AND CONNECTED TO HECTRIC I A+ DOOR FRAME IE(IYP.) ;si DOOR PRE-INSW.) IN I WEIR FRME'(lYP) I U � ELECTRIC HINGE MICHAEL CRISLIP CIRIc HINGE ELECTRIC HIRE ARCHITECT 25001 EMERY ROAD,SUITE 400 M4 OLEVELAND, OH 44128 ----------- TEL (216) 223-3200 18LIB{f SOH SINGLE WEIR FAX (216) 223-3210 www.herschmanarohltects.00m Y ELECTRICAL 8 8 DELAYED EGRESS WIRING DIAGRAM DETAILS 1 3.OA N.T.S. GONTRF.OTOR VICE AND r 3.O A ALL GLEARANOES AND DIh1EN510N5 IN FIF1D C----INDICATES CONTROL DEVICE O 0 M-----INDICATES ELECTRIC EQUIPMENT ti Q� S6 7 F-1--INDICATES EQUIPMENT DESIGNATION FROM SCHEDULE LIGHTING FIXTURE SCHEDULE SYMBOL LIST ELECTRIC EQUIPMENT AND CONTROL SCHEDULE AU----INDICATES CONTROL DEVICE LOCATED AT UNIT o w X----INDICATES FIRE ALARM FAN SHUTDOWN S REQUIRED 101----INDICATES ROOM LOCATION FOR CONTROL DEVICE SYMBOL MARK DESCRIPTION CATALOG LAMP REMARKS BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL IN WALL OR CEILING UNLESS OTHERWISE INDICATED.LETTERING yp�d A 2'x4' 3 TAMP NAE24D30U 3-F28TB/SP35 INDICATES PANEL BOARD DESIGNATION.NUMBERS INDICATE ITEMS FURNISHED & INSTALLED & CIRCUIT DESIGNATIONS.QUANTITY OF ARROWHEADS INDICATE EQUIPMENT ITEMS FURNISHED& INSTALLED BY ELECTRIC DIVISION WIRED BY OTHER DIVISIONS A-EM 2'x4' 3 LAMP NAE24D3OUE 3-F28T8/SP35 PROVIDE EM.BAT. —� QUANTITY OF BRANCH CIRCUITS.PROVIDE GREEN GROUND o•.is.+ee 000.trnoaoo e000m<ma PACK FOR TWO LAMPS LLt-3,5 WIRE WITH EACH BRANCH CIRCUIT.PROTECT EACH BRANCH ..x.tr.mem.of.ervm..r.pw.. PROVIDE EM.BAT.PACK CIRCUIT WITH A 20 AMPERE, 1-POLE OVER CURRENT DEVICE, �n ppmia—md r..•m th.property FIRE F-ENT 1'z4' 2 IMIP WALL BRACKET DSG-BC-232A-UNV-EL4-OS-QTP2X3218UlMSNSC-U 2-F26T8/SP35 FOR TWO BPS W�� UNLESS OTHER SIZE INDICATED.MINIMUM WIRE SIZE SHALL BE of mil a.ego.�`aoinee.....�',o PANEL NON- ALARM 2-SPEED NON- #12 AWG.(2#12,1#12G-3/4C TO A 20A-lP C.B.) mp.m for p.rpo...other than OR POWER WIRING POWER WIRING FUSED FUSED MANUAL FAN MANUAL COMB. COMB. FUSED PKG. F1 4'WRAPAROUND NAE3L4WROU 3-F29M/SP35 ehe.peoxb pr.l.et....a h.r.1,u Amway prOMW Witt e.pr....a EQUIP. ROOM CONTROL CIRCUIT FROM PANEL TO FROM CONTROL GND KEY. DISC. DISC. MOTOR SHUT- MOTOR MAGNET. MAGNET. DISC. CTRL LIGHTING FIXTURE GENERAL NOTES wnereh oon..nt of Ml.he•I Gne.p, DESIGN. NAME LOCATION HP KW VOLTS PHASE CENTER BREAKER CONTROL UNIT UNIT TO EQUIP WIRE NOTES SWITCH SWITCH STARTER DOWN STARTER STARTER STARTER SWITCH UNIT lffi= F1-EM 4'WRAPAROUND NAE3L4WROUE 3-F28TB/SP35 PROVIDE EM.BAT. nromt.ot. PACK FOR TWO LAMPS 1. UPPER CASE LETTERS INDICATE FIXTURE TYPE. REFER . Date Issue RN 1 ROOF TOP UNIT#1 ROOF - 22.9 460 3 SDP 35A-3P 318,3/4C 3#8,3/,CC #10 1,4,5,6 X AU FR DECORATIVE TO MOUNT BOTTOM TO LIGHT FIXTURE SCHEDULE. E PENDANT RLM60325-N(25'CORD) 3-13W CFL OF FIXTURE 9'-0'A.F.F. 2. LOWER CASE LETTERS INDICATE SWITCHING DESIGNATION. 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT 01/03/2O14 PERMIT RTU 2 RDOF TOP UNIT 12 ROOF - 30.6 460 3 SDP 45A-3P 3#6,1'C 3#6,1'C #10 1,4,5,E X AU GB 8'TRACK LIGHT FIXTURES. RTU 3 ROOF TOP UNIT 13 ROOF - 22.9 460 3 SDP 35A-3P 3#8,3/4C 3#8,3/4C #'10 1,4,5,6 X AU CONDUIT RUN IN OR BELOW FLOOR SLABS-MAINTAIN' 0T/14/2014 •f`OR BID G4 4'TRACK MINIMUM CONCRETE COVER ABOVE CONDUIT FTU 4 ROOF TOP UNIT#4 ROOF - 16.5 460 3 SDP 25A-3P 3#10,3/4 C 3110,3/4 C #10 1,4,5,7 X AU TR COUP TRACK COUPLING CEILING OUTLET BOX AND FLUORESCENT UGHNNG FIXTURE. RTU 5 ROOF TOP UNIT#5 ROOF - 16.5 460 3 SDP 25A-3P 3#10,3/4 C 3#10.3/4 C #10 1,4,5,7 X AU INDUSTRIAL OR STRIP FLUORESCENT LIGHTING FIXTURE, TR FEED TRACK LIVE END �� INDICATES'ENT'-EMERGENCY BATTERY PACK REQUIRED. RTU 6 ROOF TOP UNIT#6 ROOF - 16.5 460 3 SDP 25A-3P 3#10,3/4 C 3#10,3/4 C 110 1,45,7 X AU TR 90 TRACK 90 DEG.CONNECTION CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE RTU 7 ROOF TOP UNIT f7 ROOF - 16.5 460 3 SDP 25A-3P 3/10,3/4C 3#10,3/4 C #10 1,4,5,7 X ALAI WITH'ENT'-EMERGENCY BATTERY PACK REQUIRED. TR/T p�p RTU 8 ROOF TOP UNIT#8 ROOF - 165 460 3 SDP 25A-3P 3#10,3/4C 3#10,3/4 C #10 1,4,5,7 X AU I_I EMERGENCY FIXTURE,INTEGRAL BATTERY � ® EXIT LIGHT FIXTURE • RLI 9 ROOF TOP UNIT#9 ROOF - 7.6 460 3 SDP 15A-3P 3#12,3/4C 3J12,3/4C 112 1,4,5,7 X AU TRH I EXIT LIGHT FIXTURE,WALL MOUNTED • e GFW METAL HALIDE HEADS/WITH BALLAST SP2616WH(WHITE) i-70WMH JUNO WHITE METAL HALIDE HEADS ON WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE. MOUNT WHITE JUNO TRACK WITH SEPARATE 18°AFT.,UNLESS NOTED. COLOR OF RECEPTACLE SHALL BE ffi EXHAUST FAN#1 OFFICE AREA - 328W 115 1 C RBA-iP 2#12,3/4 C 2/12,3/4'C 112 2,3 AU BALLAST.SURFACE MOUNT TO ACOUSTIC WHITE WITH WHITE COVER PLATE TILE EF2 EXHAUST FAN#2 ROOF 1/4 - 115 1 C 20A-1P 2#12,3/4C 2#12,3/4C #12 1,11 AU MOUNT RIN OPEN CE/INGIAREAS.NTSEE �GFl EM 'VCWNINDICAATDICATEES WALL MOU CEILING M�VCR TELEVISION r RECEPTACLE. ELECTRICAL DWG'S FOR AMOUNT OF 'IC INDICATES ISOLATED GROUND RECEPTACLE- EF3 D(HAUST FAN#3 ROOF 1/6 - 115 1 C 2QA-iP 2112,3/4C 2#12,3/47C #12 8 AU FIXTURE HEADS&TRACK REQUIRED.SEE IS ORANGE IN COLOR. TRACK NOTES 2&3 BELOW. 'GFT INDICATES GROUND FAULT INTERRUPTING RECEPTACLE 'WPG'INDICATES WEATHERPROOF GFl RECEPTACLE O OR RECESSED WALL WASH-VERTICAL ILLUMINATION LUMINARIES DSO-RWW-254T5M1-UNV-EBTI-U 2-54W T5/Hq LAMPS TWO GANG WALL OUTLET BOX AND 20 AMP TWO DUPLEX EWH-1 WATER HEATER STOCKROOM - 2.0 200 1 B 20A-2P 2#12,3/4 C 2#12.3/4 C #12 AU RECEPTACLES. SPECIALTY TYPE SIMPLEX RECEPTACLE,15 AMPERE,MOUNT AS PP-1 RECIRCULATING PUMP STOCKROOM FRACT. - 120 1 C 20A-2P 2J12,3/4C 2112,3/4 C #12 1 AU �—� LG 8'STRIP NAE2L4SrT80U W/GUARD 4-F2878/SP35 PROVIDE IN GOLF RANGES INDICATED,HUBBELL 5235 HP TELEPHONE LINE WALL OUTLET BOX AND PLATE WITH MINIMUM LG2 8'STRIP NAEMSTTBOU W/GUARD 2-F28T8/SP35 PROVIDE IN STOCK RM.'S - 3/4 CONDUIT TO ABOVE ACCESSIBLE FINISHED CEILING. _ AND WAREHOUSE PROVIDE PULL CORD, ANALOG LINE TC COMPACTOR LOAD DOCK - 11.6 460 3 SDP 30A-3P 3#10.3/4C 3#10,3/4 C #10 9.10 AU AU LG2-EM 8'STRIP NAEMSTTBOUE W/GUARD PROVIDE EM.BAT. 2-F28T8/SP35 PACK FOR TWO LAMPS Q DATA CABLE LOCATION. UH 1 UNIT HEATER#1 DOCK 2 9 - 120 1 D 20A-1P 2 12,3 4C 2 12,3/4 C 112 AU LG1 4'STRIP NAEIL4STU W GUARD 1-F28T8 SP35 PROVIDE IN STOCK RM.'S 1/8HP / # / / AND WAREHOUSE O PULL BOX,FLUSH MOUNTED OR ABOVE CEILING,UNLESS WALL/COLUMN MOUNTED OTHERWISE NOTED. SIZE AS REQUIRED. R EM UNIT-NICKEL CAD BATTERY CCSWH INCLUDED AT HEM INDICATED ON F1 EQUIPMENT CONNECTION,WITH DESIGNATION FROM ELECTRIC DRAWINGS OM EQUIPMENT AND CONTROL SCHEDULE KEY NOTES: 0 R3 WEATHER RESISTANT REMOTE LTG FIX. DSG-AEL7-SD-TDM INCLUDED MOUNT 18'ABOVE DOOR F1 LOCATION OF ONE OR MORE EQUIPMENT CONTROL DEVICES AS 1. CONTROLLED BY NOVAR R EMS. SCHEDULED THERMOSTAT. 0 SCHEDULED ON ELECTRIC EQUIPMENT AND CONTROL Drawn By: TYVK 2. FAN CONTROLLED Y R R4 WEATHER RESISTANT EMERGENCY LTG FIX. DSG-CNIS-FIM-CFL2-F-UE-SVG-CWBB 2-26W QUAD MOUNT 18'ABOVE DOOR. SCHEDULE.NUMBER REFERS TO EQUIPMENTCONTROLLED 3. FAN FURNISHED WITH VARIABLE SPEED CONTROLLER. ❑.I NON FUSED DISCONNECT SWITCH,VOLTAGE TO MATCH Project No.: 14141.00 4. ELECTRICAL CONTRACTOR SHALL PROVIDE DUCT SMOKE DETECTORS AND TIE TO FA SYSTEM. S2 SGL FACE EXIT W/BATTERY BACK UP NI-CAD AP70RWH INCLUDED MOUNTED AT 9'-6'Aff. EQUIPMENT SERVED. 5. PROVIDE HACR TYPE CIRCUIT BREAKER IN PANEL SDP, NON-FUSED DISCONNECT PROVIDED INTEGRAL TO UNIT BY HVAC VENDOR. FUSED DISCONNECT SWITCH,VOLTAGE RATING TO MATCH 6. RTU FURNISHED WITH INTEGRAL DUPLEX RECEPTACLE FACTORY WIRED TO LINE SIDE OF EQUIPMENT DISCONNECT SWITCH. S3 DBL FACE EXIT W/BATTERY BACK UP NI-CAD AP70RWH INCLUDED MOUNTED AT W-6'AFF. EQUIPMENT SERVED. 7. FIELD WIRE FACTORY INSTALLED GFCI SERVICE RECEPTACLE.PROVIDE 120 VOLT CIRCUITS AS REQUIRED. MOUNT BETWEEN JOIST. EDWARD'S#1785-120V GRAY WEATHERPROOF PUSH BUTTON 8. INSTALL AND WIRE MANUAL ON/TIMER OFF(1 HOUR)FURNISHED BY DIV.15. (2) T 8-3/8'FLUORESCENT DOWN LIGHT PDB/H242E/82HCBC (2)26W QUAD COORDINATE WITH PB E.C.TO INSTALL AND WIRE. 9. BREAKER AND DISCONNECT SIZE IS FOR A 10HP 480V 3-PHASE BALER/COMPACTOR. IF DIFFERENT VOLTAGE BALER/COMPACTOR WILL BE USED,RE-SIZE DISCONNECT AND BREAKER PER BALER/COMPACTOR ARCHITECTURAL DETAILS. SUPPLIER'S LITERATURE. EDWARD'S#340-4N5-120V AC 4 BELL E.C.TO INSTALL 10. PROVIDE EXTERIOR NON FUSED AND INTERIOR FUSED DISCONNECT SWITCH. ❑B 11. E.C.TO WIRE EXHAUST FANS THROUGH NOVAR EMS CONTROLLED SWITCHABLE(SB)BREAKER IN PANEL.BREAKER TO BE CONTROLLED WITH CUSTOMER LIGHTS BY EMS SYSTEM. 0 T1 6'FLUORESCENT DOWN LIGHT PD6/H226E/62HC (2)26W QUAD AND WIRE SPECIAL PURPOSE RECEPTACLE AS REQUIRED. VERIFY EXACT ® LOCATION IN FIELD WITH DICKS REPRESENTATIVE GENERAL NOTES: E.C.FIXTURE 16'-0'TO MOUNT BOTTOM OD U HIGH-BAY H.I.D. DSG MP-HB-PD-22-N400-2770R-SHK-SCE-SCR-DR-ACS WHIP-2CA10-WH 1-330W MH OF FIX A.F.F. POWER CONNECTION TO LOCAL DOOR ALARM A EC SHALL MAKE FINAL TERMINATION AT EQUIPMENT. (2)DUPLEX RECEPTACLE OUTLETS,WITH FLUSH SQUARE 2 B. EC SHALL PROVIDE ALL CIRCUITING REQUIRED AND INSTALL THERMOSTATS AND SENSORS FOR COMPLETE CONTROL SYSTEM WHERE REQUIRED,THERMOSTATS AND SENSORS FURNISHED BY NOVAR. HIGH-BAY H.I.D. 1 -330W MH TO MOUNT BOTTOM O GANG CAST IRON FLOOR BOX.PROVIDE BRASS COVER PLATE C. PROVIDE FUSE SIZE PER MANUFACTURER'S RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED FOR EQUIPMENT REQUIRING FUSED DISCONNECTS. U/NL Wary 250W QIMJOZ RE-SIRI(E TAMP DSG E.C.MP-HB-PD-22-M400-2770R-SHK-SCF-Q-SCR-DR-ACS WHIP-2CAt0-WH OF FIXTURE 16'-0'A.F.F. -HUBBEL OR EQUAL D. EC SHALL PROVIDE LOCAL DISCONNECTING MEANS FOR ALL EQUIPMENT LISTED ON SCHEDULE OR SHOWN ON PLAN DRAWINGS.TYPICAL ALL DRAWINGS. T 1 -250W QTZ E. EC TO MOUNT RTU DUCT SMOKE DETECTOR TEST STATIONS ADJACENT TO EMS/THERMOSTAT LOCATIONS. TEMPERATURE SENSOR-PROVIDED BY VENDOR 116 F. EC TO FURNISH AND INSTALL ALL CONDUIT,WIRE,CABLES AND MISCELLANEOUS EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL NOVAR ENERGY MANAGEMENT SYSTEM,PER'Ehf DRAWINGS. 0 Z1 100 WATT HID DOWN LIGHT M9100E/1c02P I-IOOMH OS UNLESS S. WIRED AND MOUNTED REFER TO DETAIL MTD. FLUORESCENT DOWN LIGHT PDB/H242REM/82HC THERMOSTAT-PROVIDED BY MECH.CONTRACTOR. WIRED Q Z1A 84 WATT (2)42W COMP.FLUOR. Q AND MOUNTED BY E.C. MTD.T-6'UNLESS NOTED WITH EMERGENCY BATTERY PACK OTHERWISE. REVERSE ACTING THERMOSTAT-PROVIDED BY MECH. Q Z1B 84 WATT LENSED FLUORESCENT DOWN LIGHT PD8/H242REM/82H4GW (2)42W COMP,FLUOR, (DR CONTRACTOR. WIRED AND MOUNTED BY E.C. MTD.5'-C EXTERIOR RATED WITH EMERGENCY BATTERY PACK UNLESS NOTED OTHERWISE. ® ONE HR.TIMER SWITCH FURNISHED BY MECH.CONTRACTOR, INSTALLED AND WIRED BY E.C. 0 Z1C 84 WATT LENSED FLUORESCENT DOWN LIGHT PD8/H242E/82H4GW (2)42W COMP.FLUOR. EXTERIOR RATED ® KEYED DRAWING NOTE FURNISHED WITH FULL Aff DIMENSION ABOVE FINISHED FLOOR TO BOTTOM OF DEVICE 0 Z2 150 WATT EXIEtgR WALL MOUNT DSG MPIPT150MT t-150MH CUT-Off SHEILD.SEE CARBON DIOXIDE SENSOR WIRED AND MOUNTED BY E.C. 6' coNQ ARCH.DWG's FOR LOCATION ®2 MTD.T- UNLESS NOTED OTHERWISE &MOUNTING HGT ZB DECORATIVE WALL SCONCE(CENTER STANDARD) NIKKO+45SPUT 075706 (2)26W COMP.FLUOR. GH GLOBAL HUMIDITY SENSOR 0 O HUMIDITY SENSOR 0 DOCK DOCK LIGHT DKL40/A 1 -75PAR SEE DWG.E2.0 O DOOR TEMPERATURE SENSOR ,! PENDANT MOUNTED i6'-0' 120/277V AUTOMATIC WALL SWITCH WITH OCCUPANCY SENSING V OEM RC EM UNIT-NICKEL CAD BATTERY WD1200WLB50I2/ELAIWDPM INCLUDED A.F.F.TO BOTTOM OF m AND TIMED SHUT OFF.WATT STOPPER MODEL#WS-250W FIXTURE ® ACCESS POINTS IN CEILING. f)� ULTRASONIC CEILING MOUNT OCCUPANCY SENSOR- GENERAL LIGHTING NOTES: Fos WATTSTOPPER#W500A OR EQUAL(FOR USE WITH Z A ELECTRICAL CONTRACTOR TO COORDINATE SURFACE MOUNTED FIXTURE MOUNTING WITH ALL MECHANICAL DUCTWORK AND PLUMBING PIPING,WHERE INTERFERENCE'S OCCUR,ELECTRICAL CONTRACTOR TO STEM MOUNT FIXTURES BELOW WATTSTOPPER#BZ-50 POWER PACK) ALL DUCTWORK AND PIPING. L INFRARED CEILING MUM OCCUPANCY SENSOR- r B. ELECTRICAL CONTRACTOR TO REFER TO DRAWING E1.OA AND ARCHITECTS REFLECTED CELING PLAN FOR LOCATION OF ALL LIGHT FIXTURES. M1 WATISTOPPER#HB3500/HB-L1M OR EQUAL.OMNI-DIRECTIONAL spy - LL C. NO DUCTWORK OR PIPING TO BE RUN ABOVE ELECTRICAL PANELS.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR EQUIPMENT LAYOUTS CEILING MOUNT OCCUPANCY SENSOR LAYOUTS PRIOR TO ROUGH-IN OF ALL SYSTEMS M2 WATTSTOPPER#HB3500/HB-L3 OR EQUAL 0 D. DEVICES IN THE FLOOR ARE NOT M BE SCALED FROM THESE DRAWINGS.LOCATIONS SHALL BE VERIFIED WITH THE DICKS ON SITE REPRESENTATIVE AND OR DIMENSIONS TAKEN IN THE FIELD. 91-DIRECTIONAL ® E. ELECTRICAL CONTRACTOR TO CONFIRM ALL REQUIREMENTS AND LOCATIONS OF ALL EXIT SIGNS,EMERGENCY LIGHTS AND FIRE ALARM DEVICES WITH LOCAL FIRE AUTHORITIES PRIOR TO ROUGH-IN. EDWARDS OF STORE#692,120V,PUSH BUTTON BY ELEC.FOR FROM a a F. ELECTRICAL CONTRACTOR TO CONFIRM LIGHT FIXTURE CATALOG NUMBERS WITH ALL LIGHT FIXTURES SPECIFIED ON PLANS FOR FIXTURE TRIMS,VOLTAGES,LAMPS ETC. O VIKING SR-1,120V AC/13.8V AC 1.25A,WITH MODE.25AE. BY ELEC.FOR RETAIL FLOOR AND OFFICE SUITE.G. ELECTRICAL CONTRACTOR TO CONFIRM LOCATIONS OF ALL ELECTRICAL DEVICES WITH FIXTURING LOCATIONS PRIOR TO ROUGH-IN. RUSH SINGLE GANG CAST IRON FLOOR BOX FOR DATA/ 0)0 N H. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT ELECTRICAL CHARACTERISTIC PRIOR TO ROUGH-IN. ® TELEPHONE CABLING.PROVIDE BRASS COVER PLATE-HUBBEL W Cl) OR EQUAL 3. co _g- 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ELECTRONIC BALLASTS. Y� z J. VENDOR FOR ALL LIGHTING FIXTURES IS VENDOR#18. ALL THERMOSTATS,WALL SWITCHES,AND LIGHT SWITCHES SHALL BE MOUNTED o AT 41 ABOVE flNISHED FLOOR IN ACCORDANCE TO ADA REQUIREMENTS. Q a K. VERIFY COMPATIBILITY OF BALLAST WITH VENDOR#19 SECURITY SYSTEM, P1 J r m � L VERIFY VOLTAGE PRIOR TO ORDERING FIXTURES. Z Q� n LI. 6 Z o Q 3 O 9 � UHF a a i V" I u _v 9 U I N MICMEL CRISLIP ARCHITECT A 25001 EMERY ROAD,SUITE 100 A D, 44128 TEL 1216) 223-3200 m m FAX 218 223-3210 O www.hersohmanarchitects.com a 0 N d MISC.SCHEDULES LON L rLEAR FIST VERIFY ALL DIMENSIONS IN I AND DIFIENSIONS IN FIELD TT■ PANEL B PANEL D PANEL MDP 'G�p o d 3 VOLTAGE 208/120 MAINS: 100A M.C.B LOCATION: IFS SHTf060MD VOLTAGE 208/120 AWNS: 100A M.C.B. LOCATION: FS SWITCHBOARD VOLTAGE 480/277 MANS: M.L.D. LOCATION: ITS SWITCHBOARQ PH&WIRES 3P 4W NC RATING: 65 KWIC FEEDER AIPACITY: 100 PH&WRES: 3P 4W AIC RATING: 65 KAIC FEEDER AMPACIIY: 100 PH&WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER AMPACTIY: A600 N vi rA BUSSING AMPS: 225A MOUNTING: IN SWITCHGFAR REMARKS: SEE ONE-UNE DIAGRAM ON E6.0 BUSSING RIPS: 100A MOUNTING IN SWITCHGW REMARKS: SEE ONE-LINE DIAGRAM ON E6.0 BUSSINGG IN AMPS: 600A MOUNTING: SWIICHGEAR REMARKS SEE ONE-UNE DIAGRAM ON T Us KVA LOADS IKVA LOADS KVA LOADS LOAD OESCPoPIION KVA P AMP OCT PHA PH B PH C CCf AMP P KVA LOAD DESCRIPTION LARD OESCRIPIION EKIA P AMP OCT PHA PH B PH C OCT AMP P KVA LOAD DESCRIPTION LOAD DESCRIPTION KVA P NIP OCT PH A PH B PH C OCT AMP P KVA LOAD DESCRIPTION ED-DOOR OPERATOR 0.50 1 20 1 1.22 --- --- 2 20 1 0.72 REC-CHECKOUTS G REC-LUNCH ROOM VENDING 1 20 1 2.00 --- --- 2 20 1 1.00 REC-STRINGER 18.90 33.78 --- --- 14.88 EQ-DOOR OPERATOR 0.50 1 20 3 -- 0.5D --- 4 20 1 0.00 SPARE G REC-LUNCH ROOM VENDING 1 20 3 --- 1.42 --- 4 20 1 0.72 REC-EXERCISE FLOOR PANEL A 21.92 3 2DO 1 - 350 --- 2 125 3 13.35 PANELS B,D&IG De.q.and....n onon doaumeme ea InahumentA ar emv ere alien ED-DOOR OPERATOR 0.50 1 20 5 --- --- 1.22 6 20 1 0.72 REC-CHECKOUTS G REC-LUNCH RDOM ICROWAVE 1 20 5 --- -- 1.92 6 20 1 0.72 REC-DMISE FLOOR 17.63 --- --- 29.19 11.56 75 KVA TRAIMMEA le H.fianc.ma remain m.eronerny or HerecM Arcnitects. Tn.ED-DOOR SENSORMATIC 0.50 1 20 7 0.86 --- --- 8 20 1 0.36 REC-CHECKOUTS G REC-LUNCH RDOM COFFEE Ili 1 20 7 1.74 --- --- 8 20 1 0.54 REG-STOCKROOM 59,37 6104 --- --- 2.67 or refs a..qa.naA.......I-.. oaem.nor neraosea amen men AEC-SALES FLOOR 0.54 1 20 9 -- 1.04 --- 10 20 1 0.50 NEC-WATER COOLER G REC-WAD CASHIER OFFI E 1 20 9 --- 1.80 --- 10 20 1 1.00 REC-FLOOR BUFFER PAEL SDP 59.37 3 400 3 --- 59-8 -- 4 200 3 0.01 PANEL F me enemrlc Ple ....d herein 1. errlcrh Proneu.awunom e.nr.eeea REG-HUNT FISH LODGE 0.18 1 20 11 -- --- 0.68 12 20 1 0.50 RED-WATER COO ER G REC-STORE MGROFFICE 1 20 11 --- --- 0.54 12 20 1 0.36 RED-SAINTS FLOOR 59.37 1 --- --- 61.80 2.23 carmen=1.,,or Mlcneel crlsew. SPARE 0.00 1 20 13 0.36 --- --- 14 20 1 0.36 REC-GEN.ACCESSORES REC-DEPT.MGR.OFFICE 1 20 13 1.08 --- --- 14 20 1 0.36 REC-GLOVE STEAMER 6.72 6.72 --- --- 0.00 Arcnnecr. REC-GOLF OUTLET 0.72 1 20 15 --- 1.08 --- 16 20 1 0.36 REC-GEN.ACCESSORES REC-DEPT.MM COPS 0.70 1 20 15 --- 0.70 --- 16 20 1 0.00 SPARE PANEL C 4.94 3 125 5 -- 4.94 --- 6 - 3 0.00 SPACE Date Issue REC-GOLF CURET 0.36 1 20 17 --- --- 0.36 18 20 1 0.00 SPARE SPINE 0.00 1 20 17 --- --- 0.00 18 20 1 O.CO SPARE 75 KVA 7RANSFORMFR 5.51 --- --- 5.51 0.00 REC-SALES FLOOR 0.18 1 20 19 0.68 --- --- 20 20 1 0.50 REC-FOOTWEAR TREADMILL REC-SINES FLOOR 0.36 1 20 19 0.3E 20 20 1 0.00 SPARE CONNECTED AMPS: 358.95 102.54 9958 1 9&30 OONINECIED KVA 298.42 01109/2014 PERMIT REC-LODGE FLOOR 0.50 1 1 20 1 21 -- OM --- 22 20 1 0.00 SPARE SPINE 0.00 1 20 21 --- 0.00 -- 22 20 1 0.00 SPARE NOTES: PROVIDE SOLID NEUTRAL BUS&GROUND BAR. 01A4/2014 'FOR BID REC-BIKES SOME 0.18 1 20 23 0.38 24 20 1 0.20 REC-ALIT.SINK FAUET SPARE 0.00 1 20 23 0.00 24 20 1 0.00 SPARE G REG-LINE BAIT COOLER 1.00 1 20 25 1.00 --- --- 26 20 1 0.00 SPARE SPARE 0.00 1 20 25 0.00 -- --- 25 20 1 0.00 SPARE 0-1/2112014 ADDENDUM•1 REC-BOWLING PRESS,SWJiPNEN 1.00 1 20 27 -- 1.18 --- 28 20 1 0.18 REC-REAR EXTERIOR SPAS 0.00 1 20 27 --- 0.00 -- 28 20 1 0.00 SPARE Demand Load Amps 398.8 �1 REC-LINE WINDER 0.50 1 20 29 -- --- 0.50 30 20 1 0.00 SPARE REC-ROOF TOP RCPT. 0.54 1 20 29 --- --- 0.54 30 20 1 O.OD SPARE Can SPARE 0.00 1 20 31 0.00 --- --- 32 20 1 0.00 SPARE SPARE 0.00 1 20 31 0.50 -- -- 32 20 1 0.50 EQ-FAC.P.L Lighting 65.61 8202 REC-FRONT EXTERIOR 0.18 1 20 33 -- 0.36 --- 34 1 20 1 1 1 0.18 1 REC-WORK BENCH SPAS 0.00 1 20 33 1 --- 0.10 - 34 20 I 1 moT EQ-SECURITY PANEL L Signage 120 1.50 L REC-Pi SECURITY VS 0.90 1 20 35 -- --- 1.08 36 20 1 0.18 REC-WORK BENCH L ED-DELAYED EGRESS SYSTEM 0.10 1 20 35 --- --- 0.3 336 20 1 020 EQ-TELEPHONE EQUIP.L Show Window Length 0.00 0.00 G REC-PEPSI MACHINE 1.50 1 20 37 2.22 --- --- 38 20 1 0.72 REC-OP.MGR.OFFICE LTS-DOCK EIGHT OUR.M 0.111 1 20 37 0.38 --- -- JB 20 1 020 DO-VENDER 18 NOVAR EMS-1 Track Amps Tom 31.02 SPARE 0.00 1 20 39 -- 1.00 --- 40 30 2 1.00 EO-EWH1 SPARE 0.00 1 20 39 --- 0.20 -- 40 20 1 0.20 ED-VENDOR 16 NUVAR EMS-2 Track length 0.00 0.DO SPARE 0.0D 1 30 41 --- --- 1.00 42 1.00 SPARE 0.00 1 20 41 --- -- 0.10 42 20 1 0.10 ED-UN/1 Receptacles 35.69 22.65 CONNECTED AMPS: 47.80 6.34 5.66 5.22 CONNECTED KVA: 17.22 CONNECTED AMPS: 37A7 A. 4.22 3.40 CONNECTED KVA: 13.68 Ac Units 166.41 166.41 NOTES: PROVIDE SOLID NEUTRAL BUS&GROUND BAR. NOTES: PROVIDE SOLID NEUTRAL BUS&GROUND BAR. Eke.Heat 0.00 0.00 =INDICATES GFCI TYPE CIRCUIT BREAKER G-INDICATES GFCI TYPE CIRCUITBREAKERHot Water Htr. 2.00 2.50 L-INDICATES LOCK-ON CIRCUIT BREAKER L-INDICATES LOCK-ON CIRCUIT BREAKER Kitchen Equip. 0.00 0.00 -REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULED ON E4.0 =REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULED ON E4.0 Miscellaneous 16.98 16.98 Dwrand Load Amps= 44.7 Demand Load Amps 35.2 Total WA 298.4 323.3 Comengted MEm90d IMm90d Total Amps 358.9 38&8 ' Lighting 0.00 0.00 Lighting 0.18 0.23 Signage 0.00 0.00 Signage 0.00 0.00 ' 'how Window Length 0.00 0.00 Show Window Length 0.00 0.00 Track Amps 0.00 0.00 Track Amps 0.00 0.00 Track Length 0.00 0.00 Track Length 0.00 0.00 Receptacles 13.22 11.61 Receptacles 12.10 11.05 Ac Units 0.00 0.00 Ac Units 0.00 0.00 in Bee.Heat 0.00 0.00 Else.Heat 0.00 0.00 Hot Water HIr. 2.00 2.50 Hot Water Htr. 0.00 0.00 in Kitchen Equip. 0.00 0.00 Kitchen Equip. 0.00 0.00 MisedWneous 2.00 2.00 Miscellaneous 1.40 1.40 is Total OVA 17.2 16.1 Total WA 117 12.7 Total Amp, 47.0 44.7 Total Amps 38.0 35.2 in is PANEL IQ PANEL SDP MAIN DISTAIBUnON PANEL Drawn By: TM VOLTAGE: 208/120 LAM: 50A M.CJL LOCATION: FS SWITCHBOARD VOLTAGE: 4B0/277 MAINS M.L.O. LOCATION: IFS SWITCH L9W 26 Project NO.: 14141.00 PH&WINES: 3P 4W AIC RATING: 65 KAIC FEEDER AMPACIN: 50 PH&WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER AMPACRY: 1 400 W& Mal .. IN AMPS 100A MDLWr SNRCHGFM REMARKS: SEE ONE-LINE DIAGRAM ON U.0 BUSSING AMPS: 4DOA MOUNTING: IN SWRCHGEVt REMARKS: SEE ONE-UNE DIAGRAM ON -RECEPTACLES AT 180 VA EACH 35.7 NEC 22.8 -HVAC LOAD(GREATER OF HEATING/CDOING) 166.4 10DX 16&4 HEATING= 0.0 IDA c s KVA LOADS KVA LOPDS COOLING= 166.4 KVA w• - LOAD DESCRIPTION KVA P AP OCT PH A PH B PH C OCT AMP P KVA LOAD DESCRIPTION LOAD DFSCRPIION KM P AMP CCr PH A PH B PH C OCT AMP P RNA LOAD DESCRPIION -MISCELLANEOUS 17.0 100% 1TO ¢ - -KITCHEN EQUIPMENT 0.0 OX 0.0 AEC-CHECKOUTS 0.50 1 20 1 I.OU --- -- 2 20 1 0.50 AEC-CHECKOUTS 7.85 1114 --- --- 5.49 0 PIECES OF EQUIPMENT O=•' REC-CHECKOUTS 0.50 1 20 3 --- 0.75 -- 4 20 1 0.25 REC-CHECKOUTS 0 ED-RN-1 7.65 3 35 1 --- 13.14 --- 2 25 3 5.49 ED-M-7 r o„�`eo- SPIRE 0.00 1 20 5 -- -- 0.00 6 20 1 0.00 SPARE 7.65 --- --- 13.14 5.49 LQAQ9 O g 5 y o SPIRE 0.00 1 20 7 0.00 - - 8 20 1 0.00 SPARE 1020 15.89 --- --- &49 'GENERAL UIGHDNG 104.5 125X 130.7 SPIRE 0.00 1 20 9 --- 0.10 -- 10 20 1 0.10 REC-EMPLOYEE LIME CLOCK 0 ED-RTU-2 1020 3 45 3 -- 15.69 --- 4 25 3 5.49 EQ-RN-8• NEC METHOD- 104.5 KVA `• 34,840 SO.FF.X 3.0 VA/SO.FT. o e m i_`'- SPARE 0.00 1 20 11 --- -- 0.40 12 20 1 0.40 REC-GEN.ACCESSORIES 10.20 -- --- 15.69 5.49 ACRIAL LOAD= 65.E RNA w:'`o e o SPARE 0.00 1 20 13 0.40 -- --- 14 20 1 0.40 REC-GEN.ACCESSORIES 7.65 10.17 --- --- Z52 -OUTSDE SIGN CIRCUITS 7.2 125X 9.0 a�a=S a REC-HEAD CASHIER 0.00 1 20 15 --- 0.60 -- 16 20 1 0.00 SPARE 0 ED-RN-3 7.65 3 35 5 --- 10.17 -- 6 15 3 252 EQ-RN-9 AF 6 X 1200 VA/FA= - -TRACK U HnNG 13.4 125% 16.8 O ` REG-STORE MGR. DEPT.NIGR 0.72 1 20 17 --- --- 0.92 18 20 1 0.20 EQ-NIT CELL BACK-UP 7,65 --- --- 10.17 2.52 112 AMPS X VOLTAGE- - REC-DEW MGR.OFFICE 0.40 1 20 19 0.80 --- --- 20 20 1 0.40 EQ-SPECIAL SYSTEMS PHONE BD 5.49 5.49 --- --- 0.00 -SHOW WINDOW UNITING 0.0 125X 0.0 a 2 q= AEC-GOLF SWING ANALYZER 1.00 1 20 21 --- 1.36 --- 22 20 1 0.3E REC-FOOTWEAR STOCK KIOSK O EQ-RN-4 5.49 3 25 7 --- 5.49 --- 8 - 3 0.00 SPACE 0 FEET X 200 VA/Fr- w El d -HOT WATER HEATER 2.0 125% 2S 1%e-5. 11 SPARE 0.00 1 20 23 -- --- 0.36 24 20 1 0.3E REC-LODGE KXSK 5.49 --- --- 5.49 0.00 _ SPARE O.OD 1 20 25 0.10 -- --- 26 20 1 0.10 EQ-ADT L 5.49 5.49 --- -- 0.00 w"•i a o MINIMUM SIZE SERVICE o `•w.e. REC-DATA MDF 0.10 1 20 27 --- 0.30 --- 28 20 1 0.10 REC-IDFI-1 ED-RN-5 5.49 3 25 9 --- 5.49 -- 10 - 3 0.00 SPACE - REC-GOLF OUTLET 0.36 1 20 29 --- --- 0.3E 30 20 1 OM SPARE 5.49 --- --- 5.49 0.00 -SUB IOTA NON-CONTINUOUS LOADS 206.2 SPARE 0.00 1 20 31 0.00 -- --- 32 20 1 0D0 SPARE 5.49 5.49 --- - O.OD -SUB TOTAL CONTINUOUS LOADS 159,0 `e SPARE 0.00 1 1 20 1 33 1 -- 0.00 --- 34 20 1 0.00 SPARE * EQ-M-6 5.49 3 25 11 _-- & -_49 12 - 3 0.00 SPACE IOTA. 785.2 KVA - w REC-HUNTING LICENSE 0.38 1 20 35 --- -- 0.38 36 20 1 0.00O SPARE 5.49 --- --- 5.49 0.00 SOME VOLTAGE 480 �� PHASE= 3 RIPS• 439.3 SPARE D.00 1 20 t 0.18 38 20 1 0.18 REC-LODGE SCALE 0.00 3.90 3.90 REC-GEN.ACCMOIHS KOK 0.36 1 20 0.38 --- 40 20 1 0.00 SPARE SPACE 0.00 3 - 13 3.90 14 30 J 1.90 ED-COIIPACTORREC-FOOTWEAR DISPLAY 0.18 1 20 0.54 42 20 1 0 M REC-'SHP FROM SIORE� 0.00 3.90 190 CONNECTED NAPS 24.68 2.48 3.47 294 CONNECTED NVR 8.89 CONNECTED AMPS: 21423 59.3/ 59.37 59.37 COMECIED VIVA: 178.11 'A NOTES PROVIDE SCUD NEUTRAL BLS,GROUND BAR&ISOLATED GROUND BAIL NOTES: PROVIDE SOLID NEUTRAL BUS&GROUND BAR. V, -REFER TO ELECIRICAL EQUIPMENT CONNECTION SCFEDULB)ON E4.0 GENERAL PANEL NOTES: 0 L-INDICATES LOCK-ON CIRCUIT BREAKER Demand Lend Amps= 24.7 Demand Load Am 214.2 1. ELECTRICAL CONTRACTOR SHALL BALANCE CURRENT IN ALL PANELS,MODIFY rw0/OR ADJUST CIRCUITS AS REQUIRED. O Sm9I1r&fd IMm1Md SA1masLlld Olm9od Lighting 0.00 0.00 Lighting 0.00 0.00 Signage 0.00 0.00 Signage 0.000O 0.00 0 Shaw Window Length 0.00 0.00 Show Window Length 0.00 0.D0 Track Amps 0.00 0.00 Track Amps 0.00 0.00 Track Length 0.00 0.00 Track Length 0.00 0.00 Receptacles 8.19 8.19 Receptacles 0.00 O.OD Ac Units 0.00 0.00 Ac Units 166.41 166.41 Else.Heat 0.00 0.00 Eke.Heat - 0.00 0.00 Z Hot Water Ift, 0.00 0.00 Hot Water Mr. 0.00 0.00 Kitchen Equip. 0.00 0.00 Kitchen Equip. 0.00 0.00 1 nnew Miscellaneous 0.70 0.70 Miscellaneous 11.70 11.70 _J Total WA 8.9 8.9 Total OVA 178.1 178.1 Total Amps 24.7 24.7 Total Amps 2142 214.2 O Il T CO)M 3 Go m Y� a_J`w° J Zan Q a30 0 LL JG Z H 9 I MICHML CRISLIP ARCHITECT 0 .D 25001 EMERY ROAD,SUITE 400 CLEV O ELA TEL 2 e)223-3200 FAX 1216) 223-3210 05 www.herschmaurchitects.com a O ry ry PANEL SCHEDULES Uf ALL GLEAARRAN�GE9 AND E-5- O/DIMENSIONS IN FIELD PANEL A PANEL F ENERGY MANAGEMENT CONTROL 80FEDIJLE VOLTAGE: 480/277 MANS: M.LO. LOCATION: IFS SWITCHGFAR VOLTAGE: 480/277 MAINS: M.LO. LOCATION: IFS SWITCHBOARD DEBOFF7M 0FKX lg PH a WIRES: 3P 4W AIC RATING. 65 KAIO FEEDER AMPACITY: 200 PH @ WIRES: 3P 4W AIC RAYING: 65 KAIO FEEDER AMPACITY: 200 EMPLOYEE LIGHTING A2,A4,A6,AB.AID,A35, °7y BUSSING AMPS: 225A MOUNTING: N SMGEAR REMARKS: SEE ONE-LINE DIAGRAM ON E8.0 BUSSING,AMPS: 225A MOUNTING: N SWITCHGFAR REMARKS: SEE ONE-LINE DIAGRAM ON E6.0 Q42 c' �O u n BB36 l KVA WADS KVA LL DS CUSTOMER LIGHTING A15,A16,A17,A18,A19,A20,A21,A22,A23,A24,A25, LOAD DESCRIPTION WA P ALP OCT PHA I PH B PH C CCT AMP P KVA LOAD OESCRIMION LOAD DESCRIPTION KVA P ALP CCT PH A PH B PH C OCT AMP P KVA LOAD DESCRIPTION A26,A27 L L75-NIGHT ERG 1.51 1 20 1 3.78 --- --- 2 20 1 227 L75-EMPLOYEE SAE AREA C BLINDING SIOHICE 1.20 1 20 1 2.68 --- --- 2 20 1 1.48 LTS-FRONT CANOPY E L LIS-NIGHT ERG 2.56 1 20 3 --- 4.83 --- 4 20 1 227 LTS-EMPLOYEE SAES AREA C SPARE 0.00 1 20 3 --- 0.00 --- 4 - - 0.00 EMERGENCY MGHnNG Cl,C3,C5,C7,C9,C10,C11,C13,C15,C17,C19,C20, Oearon and o,net roauan dooamant, ace ma,....t.or..rate are glen L ITS-NGHT ERG 1.09 1 20 5 --- --- 4.11 6 20 1 102 LTS-EMPLOYEE SALES AREA C SPARE CLOD 1 20 5 --- --- 2.22 6 20 1 222 LTS-EKTERIOR BUILDING E C21,C25,C26,C28,C30,C32 In..aie.me end Henan m.Property of thla onman Arohlteots. The ue. L ITS-Nh;Hf ERG 1.13 1 20 7 4.18 --- --- 8 20 1 3.02 L75-EMPLOYEE SALES AREA C SPARE 0.00 1 20 7 0.00 --- --- 8 - - 0.00 EMERGENCY LIGHTING .t_d..ian and In.......I p mn d...meIt,t.r purpoaea other than SPARE 0.00 1 20 9 --- 2.65 --- 10 20 , 2.65 LYS-ELPUMEE SALES ARG C SPARE 0.00 1 20 9 --- 0.00 --- 10 20 1 0.00 SPARE CANOPLY LIGHTING BUILDING SIGNS F1,F2 the.p.an.proles named harem. SPARE 0.00 1 20 1, --- --- 0.00 12 20 1 0.00 SPARE SPARE 0.00 1 20 11 --- --- 0.00 ,2 20 1 0.00 SPARE SECURITY LIGHTING FB etrlonv Pron"It f moa e1 p 411ed wrlkthy p, ant.1 ft.t l w..11p, In" It 0.00 1 20 13 0.OD --- --- 14 20 1 0.00 SPARE SPARE 0.00 1 20 13 0.00 --- --- 14 20 1 0.00 SPARE TELEVISIONS @ EQUIPEMENT RACKS C18,C27 Ar.14-1 C ITS-CUSTOMER SALES AREA 227 1 20 15 --- 529 --- 16 20 1 1 3.02 LTS-CUSTOMER SALES AREA C SPARE 0.00 1 20 15 1 --- 0.00 --- I 18 I - 1 0.00 SPACE SAME AS CUSTOMER LIGHTING Date Issue C ITS-CUSTOMER SALES AREA 102 1 20 17 --- --- 5.67 18 20 1 2.65 LYS-CUSTOMER SALES AREA C SPARE 0.00 1 20 17 --- --- 0.00 18 - 1 0.00 SPACE EMPLOYEE DOORBELL C8 C LTS-CUSTOMER S41ES AREA &02 1 20 19 5.29 20 20 1 227 LTS-CUSTOMER SALES AREA C SPARE 0.00 1 20 19 0.00 20 1 0.00 SPACE 07/09/2014 PERMIT C ITS-CUSTOMER S4ES AREA 3.02 1 20 21 --- 4.91 -- 22 20 1 1m LIS-CUSTOMER SALES AREA C SPARE 0.00 1 20 21 - 0.00 --- 22 - 1 0.00 SPACE O-I/14/2014 FOR BID C LTS-CUSTOMER SUES AREA 2.27 1 20 23 4.91 24 20 1 2.65 LIS-CUSTOMER SAES AREA C SPIRE 0.00 1 20 23 0.00 24 1 0.00 SPACE C ITS-CUSTOMER SALES AREA 2.65 1 20 25 5.67 --- 26 20 1 3.02 LYS-CUSTOMER SALES AREA C 0.01 25 0A1 26 1 0.00 SPACE C LTS-CUSTOMER SALES AREA 2.65 1 20 27 --- 2.65 --- 28 20 1 0.00 SPARE ED-WATTS TRANSDUCTER 0.01 3 20 27 --- 0.01 --- 28 - 1 0.00 SPACE SPARE 0.00 1 20 29 --- --- 0.00 30 20 1 0.00 SPARE 0.01 29 --- --- 0.01 30 - 1 0.00 SPACE SPARE 0.00 1 20 31 0.00 --- --- 32 20 1 1 0.00 SPARE SPARE 0.00 1 20 31 0.00 --- --- 32 - 1 0.00 SPADE GENERAL PANEL NOTES: SPARE 0.00 1 20 33 --- 0.00 --- 34 2 0.00 SPARE SPARE 0.00 1 20 33 -- 0.00 --- 34 - 1 0.00 SPACE 1 ELECTRICAL CONTRACTOR SHALL BALANCE CURRENT IN ALL PANELS;MODIFY AND/OR ADJUST CIRCUITS AS REQUIRED. C ITS-EMPLOYEE STOCK ROOM 2.69 1 20 35 --- - 2.69 38 j2JDi 0.00 SPARE SPARE 0.00 1 25 35 0.00 �42 1 0.00 SPACE SPARE GOO 1 ZO 37 0.00 38 0.00 SPARE SPIRE 0.00 1 25 37 0.00 --- 1 0.00 SPACE ___ ___ _L75-OFFICE AREA 1.58 1 2039 --- 1.59 --- 40 0.00 SPARE SPARE 0.00 1 25 39 --- CIAO --- - 1 0.00 SPACE L75-GOLF PRO SHOP 025 1 10 41 --- --- 0.25 42 0.W SPARE SPARE 0.00 1 25 41 --- --- 0.00 - 1 0.00 SPACE CONNECTED AMPS 70m 1690 21A2 17.63 CONNECTED KVA: 58.45 CONNECTED MAPS: 5.91 2.87 0.01 2.23 CONNECTED KVA 4.91 NOTES: PROVIDE SOLID NEUTRAL BUS @ GROUND BAR. NOTES PROVIDE SOLD NEUTRAL BUS a GROUND BAR. E-INDICATES CONTROLLED CIRCUIT BREAKER W/ADDITIONAL UNCONTROLLED EMERGENCY LIGHDNG CIRCUIT BREAKER E w INDICATES CONTROLLED CIRCUIT BREAKER W/ADDITIONAL UNCONTROLLED EMERGENCY LIGHTING CIRCUIT BREAKER CONDMLUDLE CIRCUIT BREAKER THAT CONTROLS EMERGENCY LIGHTING SHALL HAVE 2 POLES.ONE POLE SHALL BE UNCONTROLLED CONTROLLABLE CIRCUIT BREAKER THAT CONTROLS EMERGENCY LIGHTING SHALL HAVE 2 POLES.ONE POLE SHALL BE UNCONTROLLED THIS CIRCUIT BREAKER WILL USE 2 SPACES.ROUTE THE UNSWHCIEWD POLE TO EMERGENCY LIGHDNG. THIS CIRCUIT BREAKER WILL USE 2 SPACES.ROUTE THE UNSWRCHEWD POLE TO EMERGENCY LIGHTING. C=INDICATES CONTROLLED CIRCUIT BREAKER C-INDICATES CONTROLLED CIRCUIT BREAKER L=INDICATES LOCK-ON CIRCUIT BREAKER 0 REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E4.0 Demand LoW Amps 87.9 L INDICATES LOCK-ON CIRCUIT BREAKER Demand load Am a w 7.4 Conn, Damon d Connected Damon Lighting 58.45 73.06 Ugh* 3.68 4.60 Sgnage 0.00 0.00 Sigllage 120 1.50 Show Window Length 0.00 0.00 Show Window Length 0.00 0.00 Track Amp. 0.00 0.00 Track Amp. 0.00 0.00 Track Length 0.00 0.00 Track Length 0.00 0.00 Receptacles 0.00 0.00 Receptacles 0.00 0.00 Aa Units 0.00 0.00 Ac Unit. 0.00 0.00 Elec.Heat 0.00 0.00 Elea.Had 0.00 0.00 Hot Water Hit. 0.00 0.00 Hot Water Htr. 0.00 0.00 Kitchen Eg1Ylp. 0.00 0.00 Kitchen EgtAp. 0.00 0.00 Miscellaneous 0.00 0.00 Miscellaneous 0.03 0.03 Total WA 58.5 73.1 Told kVA 4.9 6.1 Total Amps 70.3 87.9 Total kn 59 7.4 PANEL C VOLTAGE 208/120 MAINS: 2DO4 M.C.B. LOCATION: IFS SWITCHBOARD Drawn By: PH a WIRES 3P 4W AIC RATING: 65 KAIC FEEDER AMPACITY: 200 PYOJBCt Na: 14141.00 BUSSING AMPS: 225A MOUNTING: IN SW ICHGEAR REMARKS: SEE ONE-WE DIAGRAM ON E6.0 KVA LOADS LOAD OESCRIPIION KVA P AMP OCT PHA I PH B PH C CCT ARP P KVA LOAD DESCRIPTION C LYS-CUSTOMER TRACKS 1.25 1 20 1 1.25 2 20 1 0.00 SPARE C LTS-CUSTOMER TRACKS 0.94 1 20 J 0.94 4 20 1 0.00 SPARE C LTS-CUSTOMER TRACKS 0.94 1 20 5 0.94 6 20 1 0.00 SPARE C LYS-CL=MER TRACKS 1.25 1 20 7 1.41 8 20 1 0.16 EO-STORE FRONT DOOR BELL C C LTS-CUSTOMER TRACKS 0.94 1 20 9 1.24 10 20 1 0.30 LTG-LODGE DISPLAY CASE C C LTS-CUSTOMER TRACKS 1.17 1 20 11 1.17 12 20 1 0.00 SPARE C LYS-CUSTOMER TRACKS 1.25 1 20 13 1.25 14 20 1 0.00 SPARE C LTS-CUSTOMER TRACKS 0.94 1 20. 15 0.94 18 1 20 1 1 0.00 1 SPARE C ITS-CUSTOMER TRACKS 0.94 1 2D 17 1.94 18 20 1 1.00 AEC-CHECK OUT ArS C C ITS-CUSTOMER TRICKS 0.94 1 20 19 1.04 20 20 1 0.10 LTS-FOOTWEAR DISPLAY C C ITS-CUSTOMER SOME COUNITR 0.50 1 1 20 21 0.50 22 20 1 0.00 SPIRE SPARE 0.00 1 20 23 0.00 24 20 1 0.00 SPARE C REG-FOOTWEAR DISPLAY 0.18 1 20 25 0.88 26 20 1 0.50 EQ-GOLF SHOWCASE C C RED-MAIN EQUIPMENT RACK 0.50 1 20 27 1.00 28 20 1 0.50 LIS-GOLF DISPLAY VALENCE C REG-AWN EQUIPMENT RACK 0.50 1 20 29 1.00 30 20 1 0.50 LYS-GOLF DISPLAY VALENCE C ITS-WOMEN S SIUOLO FITTING ROOM 0.40 1 20 31 0.90 32 20 1 0.50 LTS-GOLF DISPLAY VALENCE C SPARE 0.00 1 20 33 0.33 34 20 , 0.33 EO-EF1• SPARE CLOG 1 20 35 026 36 20 1 0.26 EQ-EF2 C SPARE 0.00 1 20 37 0.20 --_ 38 20 , 0.20 EQ-En N SPARE 0.00 1 20 39 0.0040 20 1 0.00 SPARE SPARE 0.00 1 20 41 0.20 42 20 1 020 RP-1 C CONNECTED MPS: 47.64 6.72 4.94 5.51 CONNECTED KVA: 17.16 NOTES PROVIDE SOMA NEUTRAL BUS Nk GROUND BAR C•INDICATES CONTROLLED CIRCUIT BREAKER N N -REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULED ON E4.0 Q L•INDICATES LOCK-ON CIRCUIT BREAKER Demand Land Anhps 58.0 Dmoldd DKNW Lighting 130 4.13 0 Sign.ge 0.00 0.00 Show Window 0 Length 0.00 0.00 0 Track Anpa 10.53 13.44 Track Length 0.00 0.00 Receptacles 2.18 2.18 Ac Units 0.00 0.00 0Elec.Heat 0.00 0.00 Z Hot Water IHr. 0.00 0.00 Kitchen Eqdp. 0.00 0.00 Miscellaneous 1.15 1.15 L Total OVA 172 20.9 Total Anhp, 47.6 58.0 it 0 a co t CURRENT LJMRDIG PANEL C C W� � 3 OD OD LOUD DESCRIPTION P AMP I CCT C1 1 13 1 Y C3 1 10 2 � C5 1 70 3 C7 1 13 4 C9 , 10 5 ELJ r C11 1 13 5 Z Q *k C13 1 13 7 m C15 1 10 8 Z Z Q C17 , 10 9 Q Q 3 o GIB I 10 1D LL SPACE 1 11 UHW SPACE 1 12 p SPACE 1 - 13 SPACE 1 14 m SPACE 1 15 H SPACE 1 - 18 I SPACE 1 - 17 SPACE 1 = 18 SPACE I 19 21 I, o SPACE 1 - 20 137 SPACE 1 21 MICHML CRISLIP ARCHITECT 0 25001 EMERY ROAD,SUITE 400 CLEVELAND, OH 44128 TEL f218) 223-3200 FAX (216) 223-3210 O www.herechmenerchitecte.com a 0 PANEL SCHEDULES 3 GOA rLE MST VERIFY ALLL OLEARANOCS AND G Vl _ DIMENSIONS IN FIELD CODED NOTES FOR FEEDER SIZES RISER NOTES: 1. ALL INTERIOR FIELDERS BASE ON TYPE THWN(75C.)DRY LOCATION, OA S SPARE(EMPTY)CONDUIT SLABBED UP It A.F.F.ADJACENT p 7� TO DISTRIBUTION PANEL 2. ALL LUGS ON PANELS ACCEPTING 75'C WIRE SHALL HAVE A RATING °i TRANSFORMER SCHEDULE BUILDING (1) (4)-1350 KCMIL IN EACH OF(2)S CONDUITS OF AT LEAST 75C. pFa XFMR KVA REMARKS © (4)16DO KCMIL&(1)#3 CU.GND IN 4°CONDUIT(BY OTHERS 3. ELECTRICAL WQ CONTRACTOR SL PROVIDE TYPED PANEL INDEXES FOR IN PREFAB DISTRIBUTION PANEL ONLY) T-1 75 MOUNT IN PREFAB DISTRIBUTION CENTER,BY VENDOR/18 O (4)13/0 THWN CU(1)#6 THWN CU.GND IN 2'CONDUIT(BY 4. VERIFY ALL SERVICE REQUIREMENTS WITH UTILITY COMPANY.THIS b•tr....t o•••.lo„.,,a....vppcpo aop•o.ofe : .e.r. T-2 75 MOUNT IN PREFAB DISTRIBUTION CENTER,BY VVENDOR/18 OTHERS IN PREFAB DISf. PANEL ONLY) SHALL INCLUDE TRANSFORMER SIZE,PAD OR VAULT DETAILS, b...fM....e„a rl.erv1 al.en ...b the property BOLLARDS,GROUNDING,PRIMARY AND SECONDARY CONDUITS AND of Her..h,nen Ar.nitecf.. The.ee of ihl.as.lpn entl these..netruotbn OE (3))T1 THWN CU&(1)(!6 THWN CU.GLAD IN I'CONDUIT(BY WIRE METER,METER CONDUIT AND CT COMPARTMENT SIZE. ao.pme for p.rp..e,aher th.p T ALL TRANSFORMERS TO BE 3 PHASE 4 WIRE 480V WITH OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) m..p.olflc pr.lect nem.tl hotel.1$ elricth pr.hbltea wIth.uf expree..d 5. ALL FUSES SHALL BE CURRENT LIMITING TYPE.PROVIDE 3 SPARE writtep..n..nf.r Ml.n.el crl.11p, DELTA PRIMARY,DRY TYPE 120/208 WYE SECONDARY. OF (4)#4/0 THWN CU(1)#2 THWN CU.GND IN 2-1/2'CONDUIT FUSES OF EACH SIZE AND TYPE W THE SPARE FUSE CABINET. Ar.nite.t. (BY OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) CABINET SHALL BE SUPPLIED BY ELECTRICAL CONTRACTOR. Date Issue © (4)#6 THWN CU&(1)#10 THWN CU.GND,IN 1°CONDUIT(BY 6. SERVICE ENTRANCE CONDUIT/MRE SHALL BE RUN OUTSIDE OF 01/05/2014 PERMIT OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) BUILDING,UP REAR WALL AND INTO HACK OF MDP.IN NO CASE OH (4)(E6 THWN CU&(1)j)8 THWN CU.GND,(1)#6 THWN CU. SHALL THE SERVICE ENTRANCE BE RUN INSIDE OF BUILDING. 01A4/20I4 'FOR BID ISOLATED GROUND IN 1 1/4 CONDUIT(BY OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) PREFAB NOTES: PREFABRICATED DISTRIBUTION © (4)/2 THWN CU&(1)#6 THWN CU.GND IN 1-1/4 CONDUIT 1. PREFABRICATED DISTRIBUTION PANEL IS PURCHASED THROUGH VENDOR CENTER. SEE 3/E6.0 FOR DETAILS (BY OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) ALL AND INSTALLED E.C. JO (4)-#350 KCMIL&(1)/1 THWN CU.GLAD IN EACH OF(2)S 2. ALL PANEL BOARDS ANN D TRANSFORMERS ARE MOUNTED WITHIN THE CONDUITS(BY ELECTRICAL CONTRACTOR) SWITCHBOARD. "MDP" T-1 3. PANELS°SDP';R';P AND TRANSFORMERS ARE FACTORY PRE-WIRE ------------------------------------------------ 75kVA 600A MLO I TO PANEL"MDP.PANELS°B';C;C AND°IC ARE FACTORY 65,000 AIC D I T-2 I PRE-WIRED TO THE TRANSFORMERS. --------------------- 75kVA -----� /2G IN t 4. THE LAST SECTION ON THE RIGHT CONTAINS ALL OF THE NOVAR I I I TRACK LIGHTING CIRCUITS ROUTED ------------------- ------- I I i I Y EC I THROUGH CURRENT LIMITING PANEL. -� �-- I BY EC. O CONTROL INTERFACE POINTS. A i I I �O 1 I SEE TRACK LIGHTING PLAN E1.1 200A,3P CKT BREAKER C I I I �2G IN I I I I1.,__� I 1 1 3/4'C I I T LJ 1 5. CUSTOMER CPS FOR USE BY NOVAR ARE INSTALLED IN THE INCOMING . BY E.C. ; i i SECTION OF THE SWITCHBOARD. CONDUITS ROUTED ON EXTERIOR WALL STUB -- -----'--- ----i i i_ i f f 1 CONDUITS THROUGH WALL INTO JOIST SPACE 40OA,3P CKT BREAKER 1 i i 1 6. FED FULLY RATE ALL SUB FEED BREAKERS IN PANEL°SDP". , NEW PANEL NEW PANEL 1 NEW PANEL NEW PANEL 1 I NEW PANEL SEAL CONDUITS WATER TIGHT.ROUTE I I, , I OVERHEAD IN JOIST SPACE TO TOP OF SDP' A' 1 'F' "D' I I lC" CURRENT LIMITING 7. SERIES RATE ALL SUB F BREAKERS IN PANEL"MDP'EXCEPT , PANEL MOP. -° c _______ 480Y/277 480Y/277 i 480Y/277 208Y/120 i i 208Y/120 LIGHTING CONTROL PANEL"SDP' 125A,3P CKT BREAKER I I SECTION] SECTIDNI I 1 SECTION] SECTIDNI i i SECTIDNI PANEL'C' , 600A FUSIBLE SERVICE DISCONNECT, �� 1 i I 1 PURCHASED �_ _____ I 4DOA 225A 1 225A IOOA 1 I 250A NEMA-3R,FUSE]NTH RK-1 CURRENT I HLO ILO 1 HLO MCB i i NCB THROUGH VENDOR UNITING FUSES.FRONDED BY VENDOR#18. 125A,3P CKT BREAKER I I I I I I (E18.SEE CURRENT • 1 I 65,000 65,000 I I 65,000 65,000 I I 65,000 LIMITING PANEL CT CABINET BY ELEC. I -� 1 1 I SERIES RATED I I SERIESIRATED SERIES RATED SERIES RATED I SCHEDULE ON 200A,3P CKT BREAKER I I I I 1 I I I DRAWING E5.1. CONTRACTOR AS REWIRED I I I I I I I BY POWER COMPANY A 0 NEW PANEL NEW PANEL MAIN SPACE L----------------------------i I I WIG' i i 'D' WITCINCOMING SERVICE TO COME FROM POKER COMPANY TRANSFORMER.COORDINATE 600A L__________________________________ 208Y/120 208Y/l20 WITH LOCAL POWER COMPANY. C T FUSIBLE CT SECTION FOR NOVAR I SECTION] I I SECTIDNI o H If4 CU TO 20 ET OF ZINC CABINET SERVICEMETERING --------------------------------------- I I GALVANIZED 1/2 RFBAR OR�4 DISC. I SOA I I 100A NCB I I NCB AM TORE COPPER IN CONCRETE #3/0 CU FOUNDATION(CONCRETE ENCASED 65,000 i i 65,000 ELECTRODE) Drawn B lY1K UTILITY COMPANY B TRANSFORMER. SERIESIRATED I I SERIESIRATED 06 CU TO V. r____--� L----------- PHONEBOARD /6 INSULATED CU #3/0 CU Project NO.: 14141.00 #3/0 CU TO BUILDING STEEL GRADE STOCK ROOM GROUND FLOOR 3/4°x to'-d -- ---- -- - --- INCOMING MAIN A B /3/0 AM EXOTHERMICALLY WELDED TO BUILDING STEEL AND BONDED TO THE INCOMING METAL WATER PIPING PER N.E.C. STAINLESS STEEL UNDERGROUND GROUNDING(ART.250),LOCAL UTILITY REQUIREMENTS,AND PER LOCAL AUTHORITY.PROVIDE BONDING JUMPER IN'MAIN GROUND RODS METAL COLD SERVICE DISCONNECT SWITCH'.SIZED IN ACCORDANCE WITH N.E.C. ATER PIPE. ARTICLE 250-30.SEE GROUNDING ELECTRODE DETAIL WATERPR PUMPER ACROSS METER SINGLE LINE RISER DIAGRAM �2 GROUNDING ELECTRODE DETAIL E6.0 N.T.S. E6.0 N.T.S. MDP SWITCHBOARD GENERAL NOTES SQUARE'0': FRONT ACCESS/FRONT-REAR ALIGNED 1. THIS EQUIPMENT SHALL BE OBTAINED FROM VENDOR#18. SERVICE VOLTAGE: 480Y/277V 3 PHASE-4 WERE 2. WHERE APPLICABLE,ALL PANELBOARDS AND TRANSFORMERS WELL BE FACTORY INSTALLED AND MAIN BUS: 600A NEUTRAL BUS:600A CABLED'NTH NEC SIZED CONDUCTORS. SEE THE ONE UNE DIAGRAM FOR DETAILS.THE BUS MATERIAL: COPPER CONTRACTOR WILL BE REQUIRED TO MAKE ALL FINAL TERMINATIONS FOR PROPER TORQUE. INCOMING 600A(3)#250-750 MCM PER PHASE&NEUTRAL 3. WHERE APPLICABLE,ALL INTEGRATED PANELBOARDS WALL BE RECESS MOUNTED IN THE (1)350 MOM GROUND LUG.SUPPLIED AS STANDARD SWITCHBOARD TO ALLOW FOR TOTAL FRONT ACCESS.A DEDICATED PANELBOARD WREWAY IS BUS BRACING: 65 KAIC ALSO PROVIDED. STANDARD INTERRUPTING RATING: 65 KAIC 0 480V 4. WHERE FACTORY INSTALLED CABLING OCCURS BETWEEN SWITCHBOARD SHIPPING SPOTS,THE V, SERVICE ENTRANCE RATED(IF APPUCABLE) CONTRACTOR WALL BE RESPONSIBLE FOR THE FIELD TERMINATION OF THE CABLES SEE Q SWITCHBOARD CONSTRUCTION MEETS UL-891 ELEVATION VIEW DRAWING FOR SHIPPING SPLIT INFORMATION. NEMA 1 ENCLOSURE FINISH ANSI-61 5. EACH SWITCHBOARD SHIPPING SPLIT WELL BE PALLETIZED AND SHIPPED IN AN ENCLOSED O SEMI-TRAILOR.WHERE APPLICABLE,THE CONTRACTOR SHALL ARRANGE FOR A FORK TRUCK TO UNLOAD AND SET THE EQUIPMENT IN PLACE.A 24-HOUR NOTICE WILL BE GIVEN PRIOR TO DEUVERY. 0 0 V SPECIAL SYSTEMS BACKBOARD 43ECURdTYsrsTEM KEYED NOTES I CELL BACKUP (D I.G. DUPLEX RECEPTACLE. FLUSH MOUNTED. TOP VIEW ® Q2 J-BOX W/SECURITY SYSTEM OUTPUT SIM 6 180,00 1 O FOURRPO RT DATA.COMMUNICATION'S BOX - ADT 1, ADT 2 DATA, 2 PHONE DEMARK DELAYED O EGRESS ® SECURITY SYSTEM CELL BACKUP POWER SUPPLY MOUNT I-24,00"-{ 24 00" 42 00' } 42,00" I42 00 -30.00" POWER ON WALL ABOVE 8'-0". a SUPPLY aolza-oaT-m BELL DEMARK O UNDER DIVISION 16 CONTRACTOR SHALL PROVIDE § ®tnt.■. _________ 8'x4'x3/4" PLYWOOD BACKBOARD, PAINTED BOTH SIDE r ro° I' m I GRAY ENAMEL, CONDUIT, AND POWER RECEPTACLES ONLY. O `s PANEL 1' I� ® �Cf) "�Lm 4 D I P� F i 2 © EXTEND (1) 3"C AND (1) 1"C AT DECK FROM SALES AREA W 91 B I D-36 TO SECURITY SYSTEM BOX ON PHONE BOARD. TURN :rm xI I I o DOWN IN WALL 1-FOOT DIRECTLY ABOVE SECURITY SYSTEM sa 6I um i $ 7s ® L_ MDP BOX. LABEL CONDUIT AS"SECURTIY/FIRE ALARM. Y EXTEND (1) S'C TO MDF/DATA ROOM. TURN DOWN IN Q(n WALL ABOVE MDF RACK. LABEL AS TO MDF/DATA ROOM. J r a°ie3-aa>-u 91.50" r �secn11°p r� $'-D' SECURITY -�k ~ i i (°a 4) wra SDP ® f■■ PANEL FIRE ALARM O DOUBLE DUPLEX RECEPTACLE. FLUSH MOUNTED. Z DPANa �Iw11�1111�1 1 A r= °°°' O W Hm Yi i T-2 I T_E 9 Z Z 0 $$ Q Q F GI 3 1 3 U�� g= 1 L1 TPefiner TmYwnr T■■fomw _ _ B ® POWER REQUIREMENTS ,wrro. __ oaY IY Sem;gwy I�Y�y IN ( I L__J III PANEL CIRCUIT EQUIPMENT u T. I u m 1 9 1 1 .. --' -- --- -------------- -------------- D 36 TELEPHONE . ... .. .. .. 0-32,34 LEFTSIDE VIEW v v v � tsrD covENs) SHIPPING SHIPPING SHIPPING SHIPPING D 34 SECURITYSPLIT SPLIT SPLIT SPLIT I� D 32 FACP ' #6 CU.GND D 35 DELAYED EGRESS POWER SUPPLY Im U F 18" ° 36" 24" 24.00" 5 FINISHED FLOOR MICHML CRISLIP o ARCHITECT 25001 EMERY ROAD,SUITE 400 BOTTOM VIEW (FRONT) CLEVELAND, 011 44128 r TEL (216) 223-3200 g �3�PREFABRICATED MAIN DISTRIBUTION CENTER 5 SPECIAL SYSTEMS BACKBOARD FAX 12181 223-3210 4 NOT USED www.herschmanarchitects.com o E6.0 N.T.S. E6.0 N.T.S. E6.0 N.T.S. ELECTRICAL DETAILS coALLCOOLFRAN�GE9 AND ) S o . DIFIEN51ON5 IN FIELD ■ \'r 1 2 3 4 5 6 6. z ow 2 In.v i�ot• 1'I °e 01 GOLF K i o.Nad•.pIq oe t nyn de a t. In Donna id1 m rem, t progeny or eer•onmen nromt L' ne � F m tm.d.elo•.ed m.e. T.emio. — — Store Location EaT Store Location Out Res dnouI en..ter purpe I M6� — tr ly pt,d named rem Ie clrlotly pron6lted Hnoet e.pr.e.ed STUB(12)SC INTO GOLF STOCK 210 Cash Room 237 Store Manager roan dpe..nt.7 nlpn.a Cr1.dp. T Iia PRIOR TO ANY ROUGH-IN, AND RN DOWN TO 12'-d'AFF CONTRACTOR SHALL COORDINATE 211 Lodge 238 Dept Manager 1 erpnit.pt. -uo_K RO'yy-� I COORDINATE ROUTING OF CONDUIT 212 Service Desk 1 x 239 Dept Manage 2 Data Issue DIC Fl SPORTING CENTER DATA WITH 213 24D OVO5/2014 PERMIT 7 1 2 5 9 IDF ABOVE DOOR DICK'S SPORTING GOODS PROJECT EXT.255 I REFERENCE 3/E7.0 MANAGER.PROVIDE(1)1-1/2"C 214 Cash Re 1&2 X 241 Count Room x 1 DATA BETWEEN COMPUTER AND N FOR OT/14 2014 FOR BID N e % > 215 Cash Re 3&4 x 242 Telco Room x GQIDOR PROVIDE 2 4'SOIMRE J-BOXES. �--_.� j HDMI CABLE.FIELD VERIFY ALL g qLD 2 Iva O - REQUIREMENTS. 216 Cash Re 5&6 x 243 �KrA (1)J-BOX REQUIRED FO HDMI TO CAT6 CONVERTER. r EXT..2 (1)J-BOX REQUIRED FO IDF DATA CABUNG AND DATA j 217 Cash Re 7&8 X 244 Footwear Stockroom x MA FICES' - 2 DATA `J I CABLE TO THE N.SEE AIL 7/E3.OA — J 218 Cash Re 9&10 if needed X 245 ®1 7 LJ oa oC Cd 6 2 DATA T. Cp 1 Dara 219 Cash Re 11&12 if needed x 246 Footwear Pad x 1 DATA EXT. I( 3 DATA — --- --1 - - CEILING 1 - TTING o'ER 22D Cash Reg 13&14 if needed x 247 cEwec , r. ( j2 ®3 1 MI 22� Cash Re 15&i 6 if needed x 249 Camping x 48 4 ED Ex ' 1 1 DATA ING PROVIDE(2)4'SQUARE J-BOXES WITH SINGLE GANG }g 48' MUD RINGS AND 1-C D N WALL 223 25D (1)J-BOX REQUIRED HOW TO CAT6 CONVERTER. - - —O 224 251 Bikes Exercise x 3 - 1� (1)J-BOX REQUIRED FO I F DATA CABLING AND !f 225 252 Snow Sports X DATA CABLE TO THE N. COAX&DATA CONNECTION.SEE IDOR 1 /COUNT RM. DETAIL 6/E3.OA(TYPICAL) 226 253 Shipfrom Store Los _L (2)3'COND 227 Golf Department X 254 Mezzanine Stock Room x JI �I 228 Ext Lode X 255 Lunch Room x 229 Women's Apparel x 256 LoadingDock X E>R•244, 2 DATA 230 Mans Nike X 257 RM DM office if needed X 1 DATA _- p ui JANITOR �— DE(3)1Or BY 1C' .21 231 258 RM DM office if needed x UNCTION BOXES IN JOIST 33 DA 2 DATA° 232 Youth Apparel X 259 , PACE.COORDINATE ALL I 233 260 EQUIREMENTS WITH VENDOR 2 DA IRIOR TO ROUGH-IN. EXT.21 •21 234 Team Sports x 261 CMM office if needed X 2 2 DATA p 235 262 DLPM office if needed X �J 236 263 • 1 DATA L _ ExT.2 EXT.21 CATS CABLE TOth _ _ _� _ 4¢ _ R00N_ TELEPHONE LINE CONFIGURATION th Q 3/4" OFFSET AT 4e BY 4' LINE# TYPE USE I, J-BO WITH SINGLE GANG I LINE 1: HUM MAIN LINE IN HUM,RUN TO PHONE SYSTEM. ' I A MUD NG AT EACH DATA � SATE FLOOR) i� _- - 7- � LINE 2: HUM RUN TO PHONE SYSTEM SECOND LINE IN HUM CEILING - 1 U LINE 3: HUM RUN TO PHONE SYSTEM:SHARED W BACKUP FIRE ALARM RUN BY FIRE ALARM VENDOR LINE 4: DEDICATED PRIMARY SECURITY ALARM ON BLOCK ON:1K130ARD �I 4 J.BOX MOUNT ABOVE DOOR BUL Drawn By: LOCA ION 1 DATA ---------3_-T---- I a J! \_� LINE 5: DEDICATED PRIMARY FIRE ALARM ON BLOCK ON BACKBOARD SHOWN. O C t �J AT 11'-e AFF;CONCEAL IN e 1S5 Io0 OPTIONAL LINES Protect No.: 14141.00 I \�I WALL&MULLION � 3/4 C TO STRUCTURE; LINE : DEDICATED 1 DNR IF NEEDED -- --------- 11 ® CAT6 CABLE TO C CO'��I;`�^�,�,�IN WALL& UNE 7&8: DEDICATED ELEVATOR EMERGENCY PHONE IN STORES WITH ELEVATORS ONL I DATA AV/MDF ROOM 7 MU LINE 9&10 DEDICATED ESCALATOR DAGNOSTIC LINEIN STORES W H ESCA ATOR ONL CEILING U -� - 1 DATA IN 10 _ _ ICI FLOOR NO � -_ , p FIXTURE I i — I � GENERAL NOTES: h , G. SURFACE MOUNTING OF LOW VOLTAGE WIRING IS PROHIBITED.ALL WIRING TO BE IN !I! t DATA A. MOUNT ALL WALL PHONES AT 48"AFF.,UNLESS OTHERWISE NOTED CONDUIT AND CONCEALED IN WALLS EXPOSED WIRING MAY BE RUN ABOVE COUNGS AND 1 I DATA I, j B. MOUNT ALL DESK PHONES AT 18"AFF.,UNLESS OTHERWISE NOTED IN JOIST SPACE. _ 1 DATA _ .. ExT.230 C C. REFER TO SPECIFICATIONS FOR H. 3/4"C WITH a BY 4"J-BOX WITH SINGLE GANG MUD RING AT EACH DATA LOCATION -. ADDITIONAL REQUIREMENTS. I I 1 DATA SHOWN.(TYPICAL OFFICE AREA AND SERVICE COUNTERS) 48' .8 D. ALL DATA CABLING SHALL BE WIRED FROM THE MDF OR OF TO THE END POINT BY ��q�p� VENDOR#13.VENDOR#13 SHALL PROVIDE THE DATA CABUNG. I. 3/4"C OFFSET AT 4"BY 4"J-BOX WITH SINGLE GANG MUD RING AT EACH DATA -T PROVIDE(i)YC IN JOIST I� -_ — U LOCATION SHOWN.(TYPICAL SALES FLOOR) �J E. AUDIO/VISUAL-VENDOR#13 TO TAKE FEED FROM AUDIOVISUAL VENDOR#5 r PAGING AUDIO EQUIPMENT AND MAKE FINAL CONNECTION AT PAGE PAL EQUIPMENT PRIOR J. ROUTE CONDUIT FROM DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE AND TRAFSYS. SPACE FROM STOCKROOM I / VVV ! STUBBED INTO SALES LEAVING THE JOB SITE THIS EQUIPMENT IS LOCATED AT THE AV/MDF ROOM.VENDOR K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED WITH BUSHINGS AND PULL 2 T AREA BEYOND RXTURING. #13'S INSTALLATION TECH SHALL VERIFY WITH STORE MANAGER THAT PAGING AND PHONE STRINGS. SYSTEMS OPERATE AS REQUIRED. L VENDOR#13 SHALL COORDINATE THE TELEPHONE COMPANY U71UTY DEMARK LOCATION F. VENDOR UST- WITH THE ELECTRICAL CONTRACTOR PRIOR TO BID.VENDOR#13 IS RESPONSIBLE FOR 9 i I TELEPHONE/DATA-VENDOR#13 1 DATA � COMPLETE INSTALLATION OF 100 PAIR TELEPHONE CABLE TO DICK'S SPORTING GOODS ' PAGING/AUDIO/VISUAL-VENDOR� 48e TELEPHONE BACKBOARD FROM THE UTILITY DEMARK. ��4! SECURITY-VENDOR#19 ECE 1 R16 1 DATA \ BUILDING MANAGEMENT-VENDOR#I6 CEILING I O KEYED NOTES 2 �F t U) Q f L 1 �• '. r� STRUCTURE _ IA -2-BA _ _ _ _ _ _ _ _ _ _ 01 PROVIDE BACKBOARD AT 7'-6'AFF,CENTERED OVER DOOR,FOR IDF 8"FROM EXI'.228 - O ADJACENT WALL UNDER DIVISION 16;ALL CONDUITS SHALL BE CONCEALED IN WALL i� r°HOP 2 DATA 1 DATA 1 EXT.234 PROVIDE#6 CU.GND.CONNECTION AT BACKBOARD.REFER TO ELEVATION 3/E7.0.WMKE O it 48' 1 DATA COORDINATE LOCATION WITH VENDOR#13. II I IDF BACKBOARD I 48' I I I (2 (1)YC TO SALES FLOOR TURNED DOWN 12'-0"AFT,CENTERED ON DOOR,AT IDF. 1Q IG-26 R • �� - - —'k .. -.-_.-- _. ..- "--— --- -'-.---.. LABEL CONDUIT DATA V ®#9 1 R6 CU. `•i �r3 0 RI, 10 ExT 21 j— I DATA 1 Q 3/4"C FROM CASH OFFICE FROM J-BOX BELOW COUNTER TO SECURITY BACKBOARD. tUNT / 1 DATA IN FLOOR 6ENUIG G 4 TIME CLOCK REFER TO ELECTRICAL DETAIL 9 3.0 FOR REQUIREMENTS. 6„ UNDER FIXTURE O IE ADJACENT TO w BACKBOARD J Q (2)1-1/2"C TO SALES FLOOR TURNED DOWN 12'-0"AFF,CENTERED ON DOOR,AT p IDF.LABEL(1)CONDUIT AS"FIBER OPTIC AND(1)SPARE.PROVIDE LONG RADIUS L 121 ELECTRICAL CONTRACTOR TO 1 97 FOR FIBER OPTIC CABLE. o r 11 KLER AREA -- -1' DATA 8-- oo PROVIDE 1 CONDUIT AND FLOOR as ELEOTRICIt AL R®g PACK �� BOX FOR PHONE OUTLET UNDER © ROUTE 3/4"C IN COUNT ROOM AND CASH ROOM TO ABOVE ACCESSIBLE CEILING IN W LL Lao l-- Mom• LODGE COI CIXtRIDOR �y 1 .242 / - --ELE-CTRICAL 4 DATA Q7 MOUNT TRAFSYS CAMERAS AT If-6"WITHIN 10'-0"OF ENTRANCES ON DOWN RODS o 0 6 1 RF OR MOUNTED TO VESTIBULE. FINISHED FLOOR O �y —1 SWIT—EAR DAT 11 A/AV — � � _ --- Q Q8 PROVIDE BACKBOARD FOR MDF.REFER TO ELECTRICAL DETAIL 4/E3.0 /. QUApi DU TA FA POWERUNK 2 DATA - QQ (1)2'C TO SALES FLOOR TURNED DOWN 12'-0"AFF,CENTERED ON DOOR,AT IDF. 3 IDF BACKBOARD ELEVATION ADT 2 DATA BOARD LABEL(1)CONDUIT AS'CCTV' E W NOT TO SCALE M �� 10 ELECTRICAL CONTRACTOR TO CONFIRM LOCATIONS OF ALL IN SLAB ELECTRICAL/DATA Co 31X WITH DICK'S SPORTING GOODS'PROJECT MANAGER 1 WEEK PRIOR TO ROUGH-IN. ;Yag 1TELEPHONE SYSTEM PLAN Y o Q' VENDOR#13 TO COORDINATE ALL PHONE LOCATIONS rn OPRIOR TO ELECTRICAL CONTRACTOR INSTALUNG CONDUIT, E7 0 3/32" = 1'-0" Q(n o a J r w Z Q � 0 LL Lu � ZCr 3 � U 3 F- 0 LL L I= 9 U I MICHAEL CRISLIP �T ARCHITECT 25001 EMERY ROAD,SUITE 400 m LEVEL ND,(216 OH 44128 L (216) 223-3200 3200 I,X (216) 223-3210 v „vi ,herschnnanarohlteots•oonl 6 TELa ON E/DATA SYS,EM PLAN WNTRAOTOR MIJ5T VERIFY �'7.0 ' ALL OLEARANOES AND / DIMENSIONS IN FIELD F¢R W 0 *e MOTION SAFE CONTACT DeMdn old oonstruotlan doomlentd se Instruments o1 sarybe•e at... In oonfldenoe end_610 the property o11 Hersohman ArohIt te, The ue this dssldn end iheee ddnetrndtb d00um 111 for purpose,other then the ape po proleot named hp— Is AtIt o,dos Xed without,l 0,1,eed written o ant of Mloheal Crlalip, Arohltaotona CABLE TO BE PULLED TO BOTH Date Issue I I MDF&IDF ROOMS CHECK CABLE GOLF•�^�K THIS DIAGRAM IS FOR REFERENCE ONLY. ACTUAL SAFE,LOCATION OF PRIM OR PM For DETAILS. o�}_. OY/03/2014 PERMIT SAFE AND CASH ROOM LAYOUT WILL VARY FOR EACH SITE. PLEASE - F I REFER TO SITE SPECIFIC DRAWINGS FOR ACTUAL CASH ROOM LAYOUT, 01p4C2014 •FOR BID — — — — — OF �3�CASH ROOM SAFE ELEVATON 5 _ OT/21/2014 'ADDENDIM dI uo PC E8.0 N.T.S. SOUNDER/STROBE LR I ! E I I PS TQ POWER ALL BA DEVICES I MOUNTED 18'AFF ON 3 BA INSTALLATION NOTES • IN FRONT OF STORE INCLUDING /4` 'TIT • f�BOX•AN DUIT WITH COVER PLATE CENTER OF GTHEOLF3�DEDICATE MOTION BOOXDTR BOTTOM OCTAGONAL 3/4'CONDUIT WITH SINGLE GANG BUR WILL NOT CONNECT TO NOVAR/EMS. LIGHT ON WILL TURN ON ANY -� DOORWATI TOP OF DOUR.DS-150 - BOX AND COVER PLATE CENTER OF BURGLAR ALARM. SEE TI9 WORK PLAN FOR CONNECTION DETAILS'. ' DOORWAY TOP OF DOOR.DS-150 =miNAGERS' ❑ 3/4'CONDUIT WITH SINGLE GANG x K7( — — J BOX AT LATCH SIDE OF DOOR CCTV INSTALLATION NOTES ALIT K���111'''PAD,SEE DETAIL 9/E3.0 ¢� loa ) -HOLD U BUTTONS TO BE .-_..-.. ..._ _ - • CONTACT PROJECT MANAGER FRAM CIGLAR AT 561-939-3011 WITH ANY INSTALL ISSUES. 14 MOP TOES- — -- -� �.• • BDICK'SEFORE DLPM MUST BE PRESENT&HAVE VERIFIED CAMERA g HEAD END LOCATION FLUSH MOUNTED CENTER BEFORE ANY CABLE CAN BE PULLED. OF R STRIKE � • ALL PUBUC VIEW MONITORS TO BE HUNG AT 8'-ti AFF. 1- y COUNTRM. IDF k'D WG E • ALL PENDANT MOUNT CAMERAS ARE MOUNTED AT 12'AFT,EXCEPT FOR REGISTER E CAMERAS WHICH ARE MOUNTED AT 16'AFF. 3/4'CONDUIT WITH SINGLE GANG 3 pal BC I • ALL REMOTE ALARMS TO BE HUNG BETWEEN 8-10'AFF. JJ I • ALL PENDANT POLES FOR CAMERAS TO BE PAINTED FLAT WHITE&POLES FOR PVM'S BOX AID COVER PLATE CENTER OF DORW Y TOP OF DOUR.OC-150 -- _ I TO BE PAINTED MT BLACK. D MDF MOTION TO BE MOUNTED ---- ALLOW 25 FT OF SMACK AT EACH CAMERA. 1 22 OVER SAFE TO PREVENT I MDF I IDF BEING BLOCKED BY 23 7 PREWIRE EACH DRONE TO HANDLE FUTURE DOMES. • SHELVING. - to - - JANITOR _.. REGISTER ARE TO BE to IDqR MOUNTED AT OF ANGLED SRAGWWN NOTE 1 TO COVER ALL REGISTERS AND 8, BOTH SIDES OF THE COUNTERS. MOUNTED AT 12',MAN DOOR CAMERA TO 11® IDF P PLEASE O NOT DEVIATE FROMto OFF CENTERED OF DOOR AND ANGLED ST GHT 9. TIHE PRIM. E.C.SHALL PROVIDE 3/4"CONDUIT(WITH PULL WIRE)FROM EACH SECURITY DEVICE TO DOWN AT THE AREA IN FRONT OF THE MAN DOOR.PLEASE DO NOT DEVIATE FROM TIME ABOVE ACCESSIBLE CEILING.IF DEVICE IS LOCATED IN AN AREA WITHOUT CEILING,THE E.C. I I �RINT 1 I SHALL STUB UP 3/4"CONDUITTO STRUCTURAL JOIST.ALL SECURIIY WIRING SHALL BE to I _ PROVIDE)AND INSTALLED ..— _._.. .3 AL BY SECURITY VENDOR.ALL WORK SHALL BE COORDINATED WITH - D — IDF SECURITY VENDOR PRIOR TO ROUGH-IN.TYPICAL THIS DRAWING. OLD UP N Drawn B . I NS TO BE SO Y' L y OUNim UNDO NTER TOPS - - - - - - Project No.: 14141.00 - —I— — NOTES: 4 D GENERAL 1 MDF MDF 1i GLASS BRK 3 � 1. ALL EXTERIOR EMERGENCY EGRESS DOORS TO HAVE DAYTNE ANNUNCIATOR AND SOUNDER INCLUDING RECEIVING AREA DOORS. I" 24 a/ MOON,MOUNT BESIDE w o=. GLASSBREAK ON WINDOW FRAME AD a 2. WALL MOUNT PASSIVE INFRARED-0 6'-6'AFF � MOUNT PVM 1Iq 8'8" A.F.F _ - J_ `- Ci. OF - 3. ENSURE THAT ALL EXTERIOR DOORS ARE COVERED BY MORON DETECTORS. l 1 , 0,_, ' ! ._ _ _____________,__ L________ __ 4. THE FOLLOWING GENERAL GUIDELINES SHALL BE FOLLOWED FOR WIRING INSTALLATION: Y"•. �__ _ 12 I cc BULL o, a WIRING SHALL BE APPROPRIATELY COLOR-COED NTH PERMANENT WERE MARKERS.COPPER CONDUCTORS SHALL BE USED. ~ t dd - I _. • '+ b. ALL CABLES,WHERE SUBJECT TO MECHANICAL DAMAGE,WIRING SHALL BE ENCLOSED IN METAL CONDUIT OR SURFACE m `• 'I MOUNT PVM AT 8'-8',PJM TO BE MOUNTED 7BMC LASS BRI� 3/4 CONDUIT WAIN SINGLE GANG METALLIC RACEWAY.(CHECK LOCAL CODES AND/OR AN AUTHORITIES FOR LOCAL REQUIREMENTS.) ,o•i. � AT 7HE CORNER OF TIHE HNOLOGY CENTER BOX AT LATCH SIDE OF DOOR c. HIRE SIZE FOR RRE INITIATING DEVICE CIRCUITS SHALL NOT BE SMALLER THAN 16 AWG SOLD,14 AWG FOR SIGNALING PAD AND ANGLE AT TIME E. RANCE AS SHOWN Ge LINE CIRCUITS AC. $ s° PLEASE DO NOT DEVIATE F40M THE PRINT ( ) w w m o g, (— d. ADC OR SLC ORES SHALL NOT BE ENCLOSE)IN CONDUIT OR RACEWAYS CONTAINING"AC"1WRES.INSIDE CONTROL PANE4 :a '� c 'AC'WIRES MUST BE APPROPRIATELY SEPARATED. a=w 5 < a WHERE EMI MAY INTERFERE NTH THE PROPER OPERATION OF THE INITIATING CIRCUITS,TASTED/SHIELDED CABLE SHALL BE 0. �G USED. ir—L =we�w I I 5 SEE E6.0 FOR SPECIAL SYSTEMS BACKBOARD DIAGRAM 6 m,e • - - - a >poav• 6. FINAL LOCATION FOR CAMERAS SHALL BE VERIFIED BY LOSS PREVENTION DISTRICT MANAGER HOWARD DeRgulla(412) w^a d=. GLASS BRK 788-6066. `+ - _ 7. E.C.SHALL PROVIDE 4" 7H 's`MOTION,MOUNT 3 C Nt PULL VA FROM EACH SECURITY DEVICE TO ABOVE ACCESSIBLE GELLING.IF DEVICE IS / ( - IDF BESIDE GlW FFAIJ K LOCATED IN AN AREA WITHOUT CEILING,THIS E.C.SHALL STUB UP 3/4'C TO STRUCTURAL MST.ALL SECURITY WIRING SHALL ON WINDOW FRAME BE PROVIDED AND INSTALLS)BY SECURITY A .`•a:.VENDOR 2.ALL WORK SHALL BE COORDINATE)WITH SECURITY VENDOR PRIOR TO - 9 r n i 3 � ROUGH-IN,TYPICAL THIS DWG. w s -`` ol 3 4 ONWIT �'I � �� - - v & SURFACE MOUNTING OF SECURITY SYSTEM WIRING IS PROHIBITED.ALL HIRING TO BE IN CONDUIT AND CONCEALED IN WALLS. rn�_�f // I SiNOLE GANC 3/4'CONDUIT WITH SINGLE 12'OFF OF FLOC G BOX AND COVER PLATE KNOX BOX EXPOSED WRING MAY BE RUN ABOVE CEILNGS AND IN JOIST SPACE. .I GAN ! CENTER OF DOORWAY TOP I TAMPER OF DOOR.DS-150 9. CELLULAR BACKUP REQUIRED FOR ALL SECURITY SYSTEMS. DUAL TECH MOTION DETECTO r SECURITY EQUIPMENT LEGEND V, KEYPAD D I, UN ER 1 MDF _ I 9 - 25 h CITY, SYMBOL DESCRIPTION QTY, SYMBOL DESCRIPTION a RICE ne 2 - ., - _ 0 1 BAC CONTROL PANEL 2 HOLD UP 0 WALL MOUNTED I, IDF ® 3 1 GB GLSSBREAK 0 AT 9'-6� 14 p ®� PHOTOBEAM �1•�� --- I 2 EXTERNAL POWER SUPPLY V 3 ® KEYPAD ® DOUR CONTACT Em r B,HOP _ 1 ' DS1501 CURTAIN MOTION 4 ® OVERHEAD DOOR CONTACT 1 1 IDF® ID 6 ODETER OR MOUNTED ABOVE 0 ® CONTACT DISPLAY WINDOW DOOR Z 1ffi9' i 17 15 PIGR 1 SAFE CONTACT r•• __ .-- _. .__. -_..- >C PASSVE INFRARED o I o I 3 0 --„-„_,,._-.,- -_ - 1 PIR/MAC MISSIVE INFRARED/ 1 ® KNOX BOX D >1 BO\ W CEILING IN MOUNT TO I Q ry 5 60• CONDUIT 6'TUB A AND MOUNT L I HAM - 1 P SENSOR SALES FLOOR�AREA.N THE 1 OUTSIDE SOUNDER 8 STROBE SP9INKLER AREA _ W RABLE -- BK RM O MOUNTED 16'AFF ON 3/4' 1 1 3/4"CONDUIT WITH SINGLE CCTV LEGEND CONTRACTOR SHALL COORDINATE ALL INSTALLATION REQUIREMENTS WITH VENDOR NOTE W M CONDUIT WITH OCTAGONAL GANG BOX AND COVER PUTS AND DICKS SPORTING GODS REPRESENTATIVE.THE VENDOR AND CONTRACTOR QD BO%AT BOTTOM MOUNT CENTER OF DOORWAY TOP OF� 3/4'CONDUIT WITH OFSINGLEDO GANG CITY. SYMBOL DESCRIPTION ARE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SYSTEM REQUIREMENTS 1 0 1 • ` �ICAL ROOM �"j BELOW HANGING TIMBERS DOOR•DS-150 BOX AT MATCH SIDE OF DOUR,Aso _ 1 PRIOR TO BID.THE VENDOR SHALL PROVIDE THE CONTRACTOR DIRECTION TO Y 0 3 M PENDANT MOUNT MEGA PIXEL REUSE EXISTING DEVICES AND RELOCATE THE DEVICES AT THEIR OWN DISCRETION. _O - CO) a, r u 1 d41E; J r a 1HE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ELECTRICAL CONDUIT Z Q s 12 PENDANT MOUNT IP CAMERA BA CONTROL MOUNTED CABLE TO BE PULLED TO B TH DEDICATE 120VAC- ROUGH INS FOR ALL SECURITY SYSTEM DEVICES PER NOTE/7 UNDER GENERAL O LL w PS TO POWER ALL ON PLYWOOD-NO BA MDF @IDF ROOMS CHECK CABLE N41E:: SECURITY PLAN NOTES AND AS DIRECTED BY SECURITY SYSTEM VENDOR. BA DEVICES IN DEVICES ARE TO BE PRINT OR PM FOR DETAILS. VENDOR 12 TO COORDINATE ALL DEVICE LOCATIONS Z REAR OF STORE POWERED FROM THE PRIOR TO ELECTRICAL CONTRACTOR INSTALLING CONDUIT. E8.0 3/32" = lr-0° 4 IP CAMERA Q Q j 0 VISTA 126 LP.EQUIP. CC1V EQUIP. �+ 0 MP MEGA PIXEL IF CAMERA V~ 9 PUBLIC NEW MONITOR-BUILT I 6 1 VM IN CAMERA 1 NC PUBLIC VIEWMONITOR W/NO VM ER , I �2 � � DEAD DROPS J 5 ) T DNS"-T�L���'IL MICHAEL CRISLIP 1 _ MD MOUNT COMPACT PAD-VEKffCAL7 250011 EMERY ROAD,SUITE 400 1 CLEVELAND,OH 44128 m ti U PROMAX 4 PEDESTAL TEL 1216 223-320 FAX (216) 223-3210 0 www.hersohmanarchltects.com $ 6' ULTRAPOST PEDESTAL SECURITY PLAN N CONTRACTOR MUST VERIFY E 8.0 ALL OLEARANGF AND DIMENSIONS IN FIELD R (9 N p Z uQ W Q TELEPHONE TG-7 CELL UNIT V128 CONTROL PANEL WARNING OWNER'S INSTRUCTION NOTICE NOT TO BE REMOVED WEEKLY TESTING IS REQUIRED TO ENSURE PROPER OPERATION OF THIS SYSTEM �d----� 4193SN NOTES 1 Zone 1 may be selecotl for EOLR supeMsed 4 Zone a supports 2 wire letching type glace break tlatedors J7 Header Ja Header MAKE CONNECTIONS USING MODULE r nonnelly closed(no EOLR�operedon via sea Ins allet.n end Salup Guide br recommended type Not Used 2 Printer DTR O gnat No 4142TR CABLE cutjumnn (Cut red jumper or neimally closotl endmuhmumnumberofderectore auppored 2Brountl 2Ground ) Out1�moke Det^ecgtor Reset DOMpn and oonahuodon doewtwttla operation Oo not cut for Fire Usage)Zonaa 2 8 Blue ybe aelecletl for ekher opeatlon vie progrem 5 Cm blue jumper to disable superdslon of alarm sounder output 3 out 1(Ground Star) 3 In 3((138/X10 sync out2 Armed LED ..urea of wrvbe are{Ivan Jumper fleltl 41 Leave lumps Intact to eupeMee output(See lnstallatlon eM 4 Grountl 4 In4(1361X10 sync Owb Raedy LED 000000000 Ja b ooagdatwa rind rwtwe 1M paparry (� DA (note 5) Setup Guide for Programming entl Wing lnatrudione) S Out 2(kre) 5 Ground Retinge for Owl of tfxaehmen Ar•Ntaota. The wa RECEIVING P s SOUNDE 2 Zone 1 sui,por,2 wiresmok,detactara 6 Grountl 6 Ow5 t3etXt^data) Active 10VDC 138VDCmrough4k OHMS 1 2 3 4 5 61 8 9 of N.deagn—thou oonsiruotbn Sao lnstel1hal—rd Setup Guidelorrecanmeroai ]Out 3(burglaud panic)]Ou16�Prnter RXD) Not Active 1000HMS to ground da.—M far pvpoua other than, an0 mazlmum number of detectors red 6 Zone B may be uaetl for RS232 input Ratin for out 2 d apw project named MreM M xEYPao 360' BATTERY ryDa suFW 8 Ground 8 Ground 9s the elo SA 3 Zane] ey be u tl for rem to ke a itch 9 Out 4(silent penkJ 9 Ground Active 10VDC 13 BVDC through 5k OHMS strbtly thoheked wkhout sxpressed 4193SN TABS ingltlisarming Sae lnstallalbn entl Setup Guide duress) Not Adlve 1k OHIM5 to ground 000000000 J7 wrlUan....ent of MbM•I Crlasp. m 4193SN MODULE to,wb^ Instructors RetlJumer (Rel•rlolnatalletton—SetupGuideforinlormetionconcerningDlreclWlre Arehnem. d aNEVRoo MODULE PIR Concerto (retal� nlcetlIng and printer connections) 23456]a9 r2VDC IAH EARTH GROUND Date ISSUE (� KEYPAD POLLING LOOP o12VDC 7AH ZONEZ ZONEa ZOrvE4 zOrvE5 zorvEe zONE] zoNEe zONE9 W 1 2 { { T B 10 t1 12 18 14 16 16 9 1 19 20 21 22 23 24 23 26 27 2e 29 80 Connect to good e ,- GEL CELL — ground t tmaintain im 17'I/03/2014 P92NIT BATTERY r1't^transients ENTRANCE 4193SN C` ZONE 1 r Ay W sea nSiructions for x6vPAp MODULE VOLTAGE c c pp p¢T 4' proper grountling OIYA412014 aFOR BID 137VDC Connect Z —,Se 6 cg^o �d—`I'�rrrLng DOC LOAD NO 5 4193SN 4193SN o see zany lzovnc o a ° e Nc Nc Nc Nc ° o Pa WARNING TO PREVENT MODULE MODULE Inatallallon 80 HZ Outlet p RISK OF ELECTRICAL O ant Sel up Gultle u0j Red Blk Gm Yet wOUw i Telephone connections [ffr40193USLN FIU m�"'Ityd _PIR REMOTE716128 O.g iru Ing AdemonNo In T SHOCK,DISCONNECT pertly O UseTE KEYP fmO ORJ31x direr connectE Q yoz No Na No No i ° cob TELCO JACK BEFORE Replace J ore13B w°� �< SERVICING THIS PANEL TRANSFORMER 3 yeas 165VACdOVA (Adtlresaebla keypetla)only fig gQ ADEMCO No 1361See Installetlo Inatruckone rv0 a 2k EOLR 2k EOLR 2k EOLR 2k EOLt THIS EQUIPMENT SHOULD BE INSTALLED (IN CANADA for max a of keypads (note l) (note LNO (note l) (note l 4193SN 4193SN ARMEDO O O O USE No 1381CN) and for max wire un lengh $ dPOBU IN ACCORDANCE WITH THE NATIONAL 1 arT 2 wpY STAY r 136tXto IF a MODULE MODULE RECORD VOLUME PLAY X IL DEVICES RPM FIRE PROTECTION ASSOCIATION S G B WILL BE USED U-� STANDARD 72(NATIONAL FIRE PROTECTION ASSOC BATTERYMARCH READY O > �� N C N.C 192 PARK QUINCY MA 02269)PRINTED NOTE 96VDCRY POWER OUTPUT SMOKE INFORMATION DESCRIBING PROPER e fiVDL 138VDL 4193SN EMS O WHEN POWERING UP75omA maximum INSTALLATION OPERATION TESTING MODULE IJESSAGEO I�Tµr �E OIItE THE PANEL PLUG THENote Include current drawn NC NO /I \ TRANSFORMER IN BEFOREq'keypetls entl polling loop N C 4191 SN a O ® CONNECTING THE BATTERYdevices when mekingg Bu PIR MAINTENANCE RVI EVACUATION RADY euXlllary power cekulatbne Usage AND REPAIR SERVICE IS TO BE MIC O 2k le 1) 2k to 1) (note8 PROVIDED WITH THIS EQUIPMENT STATUS VOICE AURA SOUNDER OUTPUT IOVDC 136VDC NO (rgle l) (note l) 2k0 BOCK)4193SN Notes For UL Hou9ehom Zone resistance(Excluding EOLR) USE UL LISTED ENERGY CABLE FOR ALL CONNECTIONS MODULE Fire Installations ZONE 18100OHMS MAXIMUM Poulin I tl 128mA max PIR IC 2 MudmuVmeuxigarycument (kte11L2) ALL OTHER ZONES WO OHMS MAXIMUM Seei^e e'Intione tlSeop Guide for COMPLIES WITH FCC RULES PART BB Zoneumberof d.Ices supparetl FCC REGISTRATION NO AC398U 88192 AL E / cluding polling loop 300mA ZONESaI 350mISec 500mSec entl mezlmum wire run lengm RINGER EQUIVALENCE 07B 3 Combinatl elann entl eumlery power output tl ppoolling loop current must M limkad b 750mA CONNECTION OF THE FIRE ALARM SIGNAL \ far t1L985 Household Fire Installations TO A FIRE ALARM HEADQUARTERS OR A THIS DEVICE COMPLIES WITH PART 15 OF a CENTRAL STATION SHALL BE PERMITED FCC RULES OPERATION IS SUBJECT TO THE ALL CIRCUITS ARE ONLY WITH THE APPROVAL OF THE LOCAL FOLLOWING TWO CONDITIONS(1)THIS DEVICE POWER LIMITED AUTHORITY HAVING JURISDICTION THE MAY NOT CAUSE HARMFUL INTERFERENCE AND BURGLAR ALARM SIGNAL SHALL NOT BE (z)THIS DEVICE MUST ACCEPT ANY INTERFERENCE CONNECTED TO A POLICE EMERGENCY RECEIVED INCLUDING INTERFERENCE NUMBER THAT MAY CAUSE UNDESIRED OPERATION TYPICAL FLOOR DIAGRAM KEYPAD 616OV-ADT VISTA-128P SUMMARY OF CONNECTIONS CONTROL BOARD DIAGRAM, TYPICAL ONLY, ADJUST TO AVAILABLE SPACE BA CONDUIT REQUIREMENTS- INSTALLED BY EC CONDUIT STEMS WITH 4"OCTAGON BOX INSTALLED 16' AFF FOR INSTALLATION OF CEILING MOUNT MOTION DETECTORS. Drawn By: TWK CONDUIT WITH SINGLE GANG BOX TO TOP OF EMERGENCY EXIT DOORS. Protect No: 14141.D0 -LATCH SIDE ON SINGLE DOORS -CENTER ON DOUBLE DOORS TG-7 CELL BACKUP SINGLE GANG BOX AT CENTER OF ALL EMERGENCY EXIT DOORS, TOP OF DOOR FRAME, CONNECTION TO CURTAIN MOTIONS. CONDUIT WITH SINGLE GANG BOX INSTALLED TO BOTTOM OF ALL OVERHEAD DOORS ON LOADING DOCK (BOTH SIDES, SEE DETAIL. CONDUIT WITH SINGLE GANG BOX TO BOTTOM OF MALL GATES(BOTH SIDES)WHEN APPLICABLE. CONDUIT WITH SINGLE GANG BOX INSTALLED ON TOP OF TRASH COMPACTOR DOOR (LATCH SIDE) CONDUIT TO KNOX BOX FOR POINT OF CONNECTION, KNOX BOX WITH TAMPER PROVIDED BY ADT. CONDUIT FROM BOTTOM OF BAR JOIST AT VESTIBULE AREA TO FLOOR TRAY FOR CUSTOMER SERVICE AREA FOR INSTALLATION OF HOLD-UP BUTTON. BAR4X4 J BOX J OTHER CONDUIT AS REQUIRED BY ADT, AHJ AND LOCAL CODE, ALL CONDUIT PROVIDED BY EC. �x4" CONDUIT SIM TRUNK LINE INSTALLATION NOTES (BA) FACP FCPS VISTA 128 AP:7T 1076C CONTROL UNIT (VISTA 128) MOUNT IN THE ELECTRICAL ROOM IN BACK OF THE STORE OR IN MEZZANINE WHEN ELECTRICAL Room IS LOCATED IN THE SWOCTOGON J BOX 472366 SIM MODULE SENTROL CONTACT MEZZANINE. NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. CEI BA CONTROL COMMUNICATES ON SINGLE LINE DIALER. MOTION DETECTOR MOUNT MOTION ao DETECTOR 16' ABOVE POWER SUPPLY EXTRA POWER SUPPLY AND BATTERIES, SHOULD BE INSTALLED TO POWER MOTIONS WHEN NEEDED. MOUNT POWER SUPPLY BESIDE THE FINISHED FLOOR CONTROL PANEL. NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. CIOrSfNLEY DOOR SIDE VIEW OF CONTACT SYSTEM MANUALS BA POWER SUPPLY CELL BACKUP UNIT (TG-7) MOUNT BESIDE CONTROL UNIT, USE STANDARD ANTENNA. Q — NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION 0 KEYPADS(3) MOUNT ONE DIRECTLY OUTSIDE THE MANAGER'S OFFICE, 56"ABOVE THE FINISHED FLOOR. 0 MOUNT ONE BY THE FRONT DOOR, 56"ABOVE THE FINISHED FLOOR. MOUNT ONE BY THE RECEIVING MAN DOOR, 56"ABOVE THE FINISHED FLOOR. DOOR CONTACTS CONTACT ALL EXTERIOR DOORS. MOTION DETECTOR MOUNTING DETAIL VESTIBULE DOOR CONTACT INSTALLATION CONTROL BOARD DIAGRAM CONTACT THE SECURE STOCK ROOM DOOR (NEAR THE GUN RACK). Z CONTACT THE CASH OFFICE DOOR. CONTACT OVERHEAD LOADING DOCK DOORS. 6 CONTACT TRASH COMPACTOR DOOR. O 2 CONTACT THE ROOF HATCH. n MOUNT SAFE CONTACT ON THE SAFE IN CASH ROOM. �+ T MOTION DETECTORS CEILING MOUNTED MOTION DETECTOR IS TO BE MOUNTED 16' ABOVE FINISHED FLOOR IN FRONT OF THE LODGE. y p MOUNT ONE 360 MOTION DETECTOR IN MEZZANINE, END OF THE STEPS. Cr) MOUNT WALL MOUNTED MOTION DETECTORS AT FRONT DOORS COVERING GLASS AREAS. MOUNT WALL MOUNTED MOTION DETECTOR IN STOCK ROOM COVERING ISLE. E.C. TO PROVIDE 1/2 CONDUIT Ho " AND SINGLE GANG BOX WITH E.C. TO PROVIDE 1/2 CONDUIT ON MOUNT WALL MOUNTED (DUAL TECH)MOTION DETECTOR TO BACKUP TRASH COMPACTOR DOOR. Q LL COVER AT 8'6" A.F.F. THE STRIKE SIDE OF DOOR d J T MOUNT WALL MOUNTED MOTION DETECTOR IN THE SECURE STOCK ROOM, NEAR GUN RACK. ra Z Q� MOUNT WALL MOUNTED MOTION DETECTOR IN THE CASH OFFICE. Q LL w O DOORTACTS GLASS BREAK DETECTORS MOUNT TO COVER FRONT GLASS AREAS. a 0 HOLD UP BUTTONS MOUNT HOLD UP BUTTON AT CUSTOMER SERVICE AREA AT THE FRONT BY THE CASH REGISTERS. '" MOUNT HOLD UP BUTTON IN THE CASH OFFICE B COUNT ROOM. SOUNDERS MOUNT ONE SOUNDER (RX-7) IN RECEIVING AREA, RECEIVING AREA IS DAYTIME ANNUNCIATED. MOUNT ONE SOUNDER/STROBE (AS-SX51 IC)OUTSIDE IN I THE FRONT OF THE STORE,CONNECTED ED TO LODGE STOCK ROOM MOTION AND LODGE FLOOR MOTION DETECTORS, INSTALL A 4" SQUARE LODGE DOOR CONTACT. BOX AT 12" A.F.F. KNOX BOX MICHML CRISLIP Ci FLOOR FLOOR PROGRAMM I NG NOTES (BA)- 25001 EMERY ROAD,SUITE 400 O POINT TO LINK ALL DAYTIME ANNUNCIATED DOOR TO SOUNDER. CLEVELAND, OH 44128 Iry TEL (216) 223-3200 POINT TO LINK GROUP 5"GUN AREA"TO OUTDOOR STROBE. FAX 1216) 223-3210 O www.herschmanarchitects.com 0 OVERHEAD/DOOR CONTACT DETAILS OUTSIDE SOUNDER SOUNDS ON ANY BA ry SECURITY 2 SYSTEM DETAILS CONT12.4GTOR M15T VBRIFY DII-11EI N5 IN FIELD E19■O ALL CLEARANCES AND o Oyu m� � LL O ud Deeldn and—It-111 doo-enta ee Inatrumanta of aerobe ere alven b eentbanoa and ramaM the property of thl,d,men Ad IMI ta. Tha ea of thla deagn and p II oonatruoII dooumenta tw pwpoaea other 1,1. the strictly pro tit,"t named here..la atrintt.prohblte0 f iflat eWreaeed written ooneent of MlphaN CrMllp, Ar•MMot. Date Issue 07/09/2014 PERMIT 01A4/2014 •FOR BID 1 2 3 4 5 6 6. VOLUME CONTROL FOR ZONE'D' SPEAKER.PROVIDE 3/4 CONDUO TURNED OUT TO SALES FLOOR IN JOIST SPACE AND I SY 4 J-BOXES WITH STOCK SI MUD RING MOUNTED AT Ad AFF. 10? r-------------- ----- ------------------- ------ --- --- ---�---------- --- ------- F ILK o l 0 N' 1 1 — 1 — — — 7 1 � G9� �°' I 11 I • 1 ' ZON ®G6 OF1 OF2 OA1 OA2 OA3 ' G31" l06 IDOR - • • i B q 10 ° � : ® ZONE 'IF" 1 I ZONE "A"� rl ' MANAGERS' GZ �' _ • 1 OFFICE 1 1 --____ L_—_-___— o —� 1 1 FITTING CENTE 1 1 103 I 1 IDOR 1 P i 1 �+DAN WTD. 1 �F1 SPEAKER LEGEND Drawn By: o 1 M Ib 1 TYR 1 1 SPEAKER 1 N ZONE 1 1 R 1 F ZONE(A THROUGH M) Project No.: 14141.00 1 I � JANITOR 1 1 (Do ZONE *�* ; w� OD1 ' d CEILING MOUNT SPEAKER Qc WEATHER PROOF OILING MOUNT SPEAKER Z o e SUSPENDED SPEAKER 1 I 1 O q1 VOLUME CONTROL SPEAKER,COILING MOUNT 1 0 0 1 N C% — HORN SPEAKER — 1 I 1 $ VOLUME CONTROL SWITCH -� - - -q - - - � - i - 1 ; GENERAL NOTES: I ; ------------ --------1-------- ; ___ M u II �`I 1� A. SEE DRAWING E11.0 FOR DETAILS ON SPECIAL SYSTEMS. I BUL 1 Rp B. ALL T.V.EQUIPMENT,MONITORS,DVD PLAYERS,ETC„SHALL BE ____________ — ———————— —— ———————- _-_—————_——— 1 ,1 C+• FURNISHED AND INSTALLED IN GENERAL CONTRACT BY VENDOR. 1 00 1 NATIONAL A/V ACCOUNT VENDOR.ELECTRICAL SUBCONTRACTOR 1 C1 1 SHALL VERIFY ALL REQUIREMENTS AA1H A/V ACCOUNT VENDOR. I I O 1 O I C. ALL SPEAKER AND COAX FEEDS ALL GO TO A/V ROOM 1 1 1 = I ^ D. PROVIDE 1/2•CONDUIT RACEWAY,CENTERED ON DOOR,TO 1 1 I,�r a1 EXTERIOR FOR SPEAKERS N ZONE Y ' ZO E "J" 1 1 1 Op ZONE "�" OI ONI I �� 1 ONT I ;— —————� - - 1 W11 — ZONES 121 1 1 O 1 1 Q I A:GOLF C© =TEAM STORESPOR TS MUSIC ZONE RIGHT MUSIC 1 1 D=CASH'WRAP TV "H" 1 _ ' s E=LODGE O J 1 F=BIKES/EXERCISE MUSIC G=STOR OFFICE/STOCKROOM MUSIC O I =FOOT CENTER NTTER-LEFT MUSIC (D 0� J=VESTIBULE MUSIC K=EXTERIOR ENTRY MUSIC v � I ^T^� 1 0H2 ONs I ONB 1 1 I---------- ea 1---- ,�c4 1� 1 G � RECE lJ z 1 1 1 ZONE "G" %} ic WORKSHOP ram_ 22 LL 1 1 1 1 CO)co -------------------------4 1 CC00 3 O 1 Y 0 Q II�� S C II RM ZONE hEh ZONE "C" B G5 Ln Q vi d J r OE2 OE3 OE4 ; C]a ; Z Q j 1 < 1 �I 1 Ozit Gl dl /AV a 1 1 Z Z 1 ° ELEOT ICAL ROOM 1 Q a O PROVIDE SPEAKER CABLING MNN EQUIPMENT RACK F II KL R ARE FROM AV ROOM TO SPEAKERS PAGING LEAD TO PHONE g PROVIDE COAX GSUNG FROM SYSTEM O AV ROOM TO 1V 9 VENDOR/5 TO COORDINATE ALL DEVICE LOCATIONS SPECIAL SYSTEMS PLAN , PRIOR TO ELECTRICAL CONTRACTOR INSTALLING CONDUR. tOA 3/32"=1'—O" " U MICHAEL CRISLIP ARCHITECT 26001 EMERY ROAD,SUITE/00 m CLEVELAND. OH 44128 ry TEL (218) 223-3200 N FAX 12181 223-3210 p www.hersohmanarchlteats.00m a 0 o SPECIAL SYSTEMS CONTRACTOR MST VERIFY C O•0 ALL CLEARAtY.ES AND PLAN DIF1B1510N5 IN FIELD MASTER EQUIPMENT INDEX INSTALLATION SCHEDULE 0 �0 PART NUMBER VENDOR DESCRIPRON COAXIAL CABLE: Jj 5`P�d3 PART NUMBER VENDOR DESCRIPTION 1. ALL COAXIAL CABLES MUST BE INSTALLED FREE OF ANY SPLICES,KINKS,SHARP � VP300 VENDOR 5 DVD S PLAYER BENDS,OR PINCHED IN ANY FORM. _ MRK-2426 VENDOR#5 RACK A-GOLF 2. ALL COAXIAL CABLES IN RACK LOCATIONS MUST HAVE 15'OF SERVICE LENGTH. FD24 VENDOR#6 DOOR VARIOUS VENDOR 5 SATEUIT RECEIVER 3. ALL COAXIAL CABLES IN RACK LOCATIONS MUST BE LABELED WITH CORRESPONDING CBS-ERK-25 MRK-26 VENDOR 5 CASTOR BASE VP300 VENDOR 5 DVD S PLAYER CABLE LETTER/NUMBER. D,Mg,,',m:nisnot,tl,,.f:oi- U2 VENDOR#5 SHELF A900 BG SERIES I VENDOR#5 1 AMP 4. ALL COAXIAL CABLES MUST BE INSTALLED IN WALLS AT RACK LOCATIONS OR IN M-fld-•na r-the Prep.rty APPROPRIATE FIXTURE. If H.r.phm.n Aronitept.. the use EB1 VENDOR 5 BLANK PANEL BS-1030B VENDOR 13 SPEAKERS W 7OV TRANSFORMER .f-pespn.na tne...pnmmtlon 5. IN OPEN CEILING LOCATIONS COAXIAL CABLES MUST BE INSTALLED IN PARALLEL OR aoop--for p.rppe..It-th.n EB2 VENDOR 5 BLANK PANEL fhe P.M.. Pro1.m n.-WWI 1. B H-CENTER STORE ATHLETIC SHOES PERPENDICULAR TO"RED IRON"OR STRUCTURE AND CONCEALED AS WELL AS POSSIBLE. strlotly prohen.a with-.,pr....a Z-1 VENDOR 5 MISC.RACK HARDWARE M900 SERIES I VENDOR 05 AUDIO MIXER 6. NO COAXIAL CABLES CAN BE INSTALLED PARALLEL,WITHIN ONE FOOT,OF ANY POWER wrltt•n oon.ent If Mlah.al Crl.11p, A900 SERIES VENDOR#5 ANPURER CT-SERIES VENDOR 5 POWER AMP CONDUIT, Aronlroot. B41 VENDOR 5 INPUT MODULE VARIOUS VENDOR 5 SATELLITE RECEIVER Date Issue U13 VENDOR 5 INPUT MODULE 0 VENDOR PHONE/PAGE WIRE: BS-10308 VENDOR SPEAKERS W 70V TRANSFORMER MB-25B VENDOR 5 RACK MOUNT BRACKET 5 DVD PLAYER 1. PHONE/PAGE CABLE MUST BE INSTALLED FREE OF ANY SPLICES,KINKS,SHARP BENDS,OR PINCHED 01/05/2014 PERMIT S-1 M900 SERIES VENDOR#5 MIXER IN ANY FORM. CT-SERIES VENDOR#5 POWER AMPLIFIER C-TEAM SPORTS 2. PHONE/PAGE CABLE MUST BE INSTALLED PARALLEL TO"RED IRON"OR STRUCTURE,AND O-IA4/20I4 'FOR BID ME-46B VENDOR#5 46'LOD N BS-10308 I VENDOR. 13 ISPEAKERS W 7OV TRANSFORMER CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. VARIOUS VENDOR#5 SURGE SUPPRESSERS 3. ALL PHONE/PAGE CABLE IN RACK LOCATION MUST HAVE IF SERVICE LENGTH. VARIOUS VENDOR#5 POWER STRIPS D J K-CASH WRAP EXTERIOR ENTRANCE 4. ALL PHONE/PAGE CABLE MUST BE INSTALLED IN WALLS AT RACK LOCATIONS, BS-1030B VENDOR 13 SPEAKERS W 70V TRANSFORMER 5. ALL PHONE/PAGE CABLE MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. Z-3 VENDOR 5 VIDEOAUDIO UNEFRTI DRIVER CONNECTORS PATCHES VDA-3 VENDOR 5 VIDEO DA B. NO PHONE/PAGE CABLE CAN BE INSTALLED PARALLEL,WITHIN ONE FOOT,OF ANY POWER CONDUIT. VARIOUS VENDOR 5 VIDEO NNE DRIVER CMA330 VENDOR 5 FLANGE VENDOR 5 VENDOR 5 VI MOUNT HARDWARE ME-468 VENDOR 5 4 LCD TV SPEAKER CABLE: 616 VIDEO$ARCHER VP-300 VENDOR 5 OVD PLAYER 1. 1.ALL SPEAKER CABLES MUST BE INSTALLED FREE OF ANY KINKS,SHARP BENDS,OR PINCHED IN RUUDA4 VENDOR 5 AUDIO DISTRIBUTION AMP. ANY FORM. A900 BG SERIES VENDOR#5 60 WATT POWER AMP F524 VENDOR 5 POWER SUPPLY 8C10PAOT VENDOR 13 SPEAKER 2. ALL SPEAKER CABLE MUST 8E INSTALLED PARALLEL TO"RED IRON"OR STRUCTURE,AND SPN-24-26 VENDOR 15 SIDE PANEL CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. 3. ALL SPEAKER CABLES IN RACK LOCATIONS MUST HAVE 16 SERVICE LENGTH. PSM200 VENDOR 5 FLAT WALL E-LODGE 4. ALL SPEAKER CABLES MUST BE INSTALLED IN WALL OR CONDUIT AT RACK LOCATIONS. PSM200S VENDOR FLIT WALL MOUNT BS-10308 VENDOR 13 SPENCERS W 70V TRANSFORMER 5. ALL SPEAKER CABLES MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. VARIOUS VENDOR 5 RF AMPLIFIER VP300 VENDOR 5 DVD PLAYER 6. NO SPEAKER CABLE CAN BE INSTALLED PARALLEL,WITHIN ONE FOOT,OF ANY POWER CONDUIT, FD-24 VENDOR 5 DOOR A906MK2 I VENDOR f5 160 WATT POWER AMP 7. AT ALL SPEAKER LOCATIONS A FOUR FOOT INSTALLATION LOOP MUST BE LEFT FROM THE HEIGHT AT CMA330 VENDOR 5 FLANGE WHICH THE SPEAKER IS TO BE INSTALLED. CMASTAI5 VENDOR#5 STABIUZER KR F-BIKES&EXERCISE 8. AT THE END OF CABLE RUNS,ONLY TWO FEET OF CABLE MUST BE LEFT BELOW SPEAKER Z-6 VENDOR I VIDEO FTTDNGS CONNECTORS PATCHES SPUTTERS BS-1030B I VENDOR#13 1 SPEAKERS W 70V TRANSFORMER INSTALLATION HEIGHT. VARIOUS VENDOR J5 1 MISC.INSTALLATION HARDWARE G-OFFICE STOCKROOM VARIOUS VENDOR COMPLETE SATELLITE SYSTEM-4 RECEIVERS SC610T VENDOR#13 PAGING HDRNS ELECTRICAL NOTES: Z-7 VENDOR#5 INSTALLATION 1. NOT USED CT-13 VENDOR#5 N C10 B70 VENDOR#13 VOLUME CONTROL SPEAKERS 2. ALL AN EQUIPMENT REQUIRE STABLE CLEAN POWER.IN AREAS WHERE THE POWER IS NOT CLEAN, ERD8 VENDOR 13 BACK BOX POWER CONDITIONING EQUIPMENT SHALL BE FURNISHED UNDER DIVISION 16. 1-1 2e PIPE VARIOUS-EC N EXTENSION PIPE MISC HARDWARE A900 BG SERIES VENDOR#5 JAMP 3, POWER FOR THE EQUIPMENT RACK AND THE VIDEO WALL SYSTEMS SHALL EACH BE 257841 VENDOR#13 VIDEO CABLE SSB2 VENDOR#13 1 TILE BRIDGE DEDICATED CIRCUITS.ALL RECEPTACLES SHALL BE PROVIDED AS NOTED ON DRAWING E-2. 25224B VENDOR#13 AUDIO CABLE OH16T VENDOR 13 PAGING HORN I-FOOTWEAR ALL POWER RECEPTACLES SHALL LOCATED SO AS TO BE ACCESSIBLE AFTER EQUIPMENT IS INSTALLED,WITHOUT MOVING EQUIPMENT. C10 B70 VENDOR#13 CEIUNG SPEAKER BS-10308 1 VENDOR#13 1 SPEAKERS W 70V TRANSFORMER 4. DICK'S AV VENDOR#5 SHALL FURNISH THE ACM-3045F FLANGE AND STABILIZER KIT FOR SSB2 VENDOR#13 TILE BRIDGE A900 BG SERIES VENDOR#5 1 ALP INSTALLATION BY THE EC.THE EC SHALL PROVIDE A 1.5"ID BLACK STEEL PIPE CUT TO ERD8 VENDOR#13 BACK BOX LENGTH,THREADED,AND PAINTED BLACK,REFER TO ELECTRICAL DETAILS PLAN FOR BS-1030B VENDOR#13 SPEAKER X-EQUIPMENT RACK AND CA13LE DIMENSIONS AFF.A SINGLE GANG POWER RECEPTACLE SHALL BE FASTENED TO THE BACK 8C10PAOT VENDOR#13 SPEAKER MRK-24-26 VENDOR#5 EQUIPME14TRACK OF ALL CEILING MOUNTS(BEHIND MONITOR). C10 B70 VENDOR#13 VOLUME CONTROL SPEAKERS 25TB41 VENDOR#13 RG-6/U5. THE STORE PHONE SYSTEM SHALL BE EQUIPPED WITH A PAGING MODULE THAT WILL PROVIDE A Z-5 VENDOR 13 SPEAKER MOUNT HARDWARE - PAGING INPUT FOR THE EQUIPMENT FLOCK.PAGING LINE SHALL BE TERMINATED BY THE TELEPHONE FD24 VENDOR 5 LOCKING DOOR EQUIPMENT SUPPLIER IN A SINGLE RJ-11 JACK.THE JACK SHALL BE LOCATED WITHIN 2'0"OF THE AN CBS-MRK-26 VENDOR#5 CASTER BASE CONDUITS/OUTLETS OF THE AN EQUIPMENT RACK LOCATION. 6. A SINGLE 1.5"CONDUIT SHALL BE STUBBED OUT ON THE ROOF WITHIN 8'OF THE SATELLITE DISH AND ANTENNA LOCATION.LOCATION SHALL PROVIDE CLEAR SOUTHERN EXPOSURE.THE CONDUIT SHALL BE TERMINATED DIRECTLY BEHIND THE MAIN EQUIPMENT RACK ADJACENT TO ITEM 7 BELOW THERE SHALL BE A WEATHERED HEAD SUPPLIED AND INSTALLED BY THE EC UNDER DIVISION 16. Drawn By: Ty'IC 7. A SINGLE 3"CONDUIT SHALL BE STUBBED OUT DIRECTLY BEHIND THE EQUIPMENT RACK.THE CONDUIT SHALL BE TERMINATED HORIZONTALLY AT THE STRUCTURAL STEEL.THERE SHALL BE A Project NO.: 14141.00 BUSHING ON EACH END OF THE CONDUIT. 8. VENDOR#13 SHALL FURNISH AND INSTALL ALL AN CABLES.CABLES SHALL BE LEFT UN-TERMINATED AT RACK WITH 15'SERVICE LENGTH. 9. VENDOR#13 SHALL FURNISH,INSTALL AND TERMINATE ALL SPEAKERS. 10. GC TO ACCEPT DELIVERY AND MAKE APPROPRIATE SECURE STORAGE ARRANGEMENTS FOR ALL AN EQUIPMENT. 1 MASTER EOUIPMENT INDEX 2 INSTALLATION SCHEDULE �- E11.0 N.T.S. 11.0 N.T.S. E1 / � \WIRING METHOD NOTES LOCAL ANTENNA (IF RED.) SATEWTE DISH MAIN EQUIPMENT RACK N A r-A --4=2 o DVD 00000000 o O SUSPENDED -I i O GOLF DEPARTMENT ZONE A PREVEW O 0 i----------------------- oo AMPUFlER SPEAKER ( ) MONITOR ROOF PENETRATION ABOVE ' I I FOR EQUIPMENT RACKS L___ FOR SAT.CABLE I O i--MULTI i TEL/PAGE-----� WED SELECTOR �•R� SWITCH i I GOLF SATELLITE RECEIVER V (XILF DVD __________________� i O SUSPENDED STORE CENTER LEFT (ZONE H) CIS ........................ i O SPEAKER LODGE SATFllJIE RECEIN]N V I ' 00000000 0 0 MAIN RACK Z oo MIXER oo AMPLIFIER LODGE OVO O SUSPENDED STORE CENTER RIGHT (ZONE B) CASHWRAP SAMIRE RECOVER I 1 I SPEAKER CASHWRAP DVD BLANK POWER STRIP LL 6 I i O SUSPENDED TEAM SPORTS (ZONE C) BLANK O GOLF I LODGE BLANK ' I I O SUSPENDED ENTRANCE VOLUME I I I SPEAKER BIKES/EXERCISE (ZONE F) GDNTROL ENTRANCE trio AG a W I PLAYNETWORKS AUDIO PLAYER N y y y y L BLANK r 0 I FLAINETWORNS AUD16' 1 I 11 II o DVD o O SU�pm BLANK CASHNRAP CO)@9 00000000 V ; I L-__- �.____J VIDEO i____i,1Y N II ¢ C� r---------------- o AMPLIFIER O SPEAKER LODGE (ZONE E) BLANK O�EDICATED INSTALLED BY N:h____PLAYER__-_ SEL u L___J Lz_-=J1 I Z 1 OFFICE/STOCK AMP NE JACK VENDOR#13 y O I FOR DSS m I j o pyp o000000a o VOL O SUSPENDED BLANK Y 0 i------------ oo AMPLIFIER CNTR O SPEAKER CASHWRAP (ZONE D) STORE CENTER NI% ❑ L0 I BLAMC Q N p I I PAGING SEND FROM J r N I STORE CENTER AMP PHONE SYSTEM a J r q I i I REFER TO E10.0 PLANS FOR (�(� SUSPENDED EXTERIOR ENTRY (ZONE K) Z Q p i o I VOLUME CONTROL LOCATIONS SPEAKER O W W o ' ' ¢ L---------------- 00000000 0 SUSPENDED VESTIBULE (ZONE J) Z-O o , 1 n r-_-_-_--� ------- oo AMPNFlEt SPEAKER EQUIPMENT CABINET NOTES: }Z cc 1 , Ir -�1 CASH WRAPS I A.FLOOR STANDING EQUIPMENT RACKS a3� 0, I II II PENDANT MOUNTED I WITH LOCKING FRONT DOORS AND y 1 r----1 ' IS..,.y....1J 46 LCD N I CASTORS. rc�__DVD� ,VIDEO'SPLIT'------- 1 0 00000000 o O SUSPENDED ~ CASHWRAP SAT REC.F _ F- i f r-------------------- - -- ------- „ AMPLIFIER O SPEAKER FOOTWEAR (ZONE I) ________________ L_t_J i I 9 PLAYN I� 6 ' i i PA �E VOLUME CONTROL `e .................................................i ' o0000000 o O SPEAKER ----------------------- oo AMPLIFIER STOCK/OFFICES (ZONE G) LCI s PACING HORN I m MICHML CRISLIP ARCHITECT 0 4 VIDEO SYSTEM DISTRIBUTION 5 UTI AUDIO SYSTEM DISTRIBON CLEVELAND,OH 44128 N E11.0 N.T.S. E 26001 EMERY ROAD,SATE/00 13.0 N.T.S. TEL (216) 223-3200 10 FAX (216) 223-3210 O www.h•rschmenarohitoots.com a 0 16SPECIAL SYSTEMS 0 DIAGRAMS&NOTES J CONTRACTOR tlU5T LFARANGES AND1� 1 � DIMEN51ON5 IN FIF1D ■ R NOVAR ACCOUNT SPECIFICATION Z� o w� Qy r e s�yobd novar Deeian ena....io.a.n a.o,men+s GENERAL CONTRACTOR RESPONSIBILITIES: MECHANICAL CONTRACTOR RESPONSIBILITIES: 6060 Rockside Woods Blvd. °'i......"°sees°°pu°nty n c.nfweue.na rew.n t. Th.... JOB: STORE: CITY: ST: DATE: .r R.,..mm..n,cm+.m.. rn.u.. DIRECTIONS:Please complete the following checklist,(yes or no with completion date)and email it to Cod Hatch and Rebecca Cleveland,OH 44131 °+tnv d..ia..nd tn.......vuctw. P B Y d.°u".nt.rat°ut.c... in.,tn.. A. DICK'S CLOTHING & SPORTING GOODS HAS A NATIONAL F. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE A. MECHANICAL CONTRACTOR TO FURNISH SENSORS FOR D. ITEMS TO BE FURNISHED TO SQUARE D BY NOVAR WILL BE Wilding(Codv.HatchnnovarcomRebecca.Wildinaunova.comlifyouareunableoemail,faztoRebeccawildingin(330)247- 216.682.1600 tn..,.°ab°t°i.°+n.m.dn.r.1n1. AGREEMENT WITH NOVAR NATIONAL ACCOUNTS. THE GENERAL SECURITY SECOND OUTPUT CONTRACTORS TO ENSURE ROOFTOP UNITS AND WALL THERMOSTATS FOR HEATERS AND INSTALLED AND WIRED BY SQUARE D IN THE SQUARE D 9415.CalICodyHatchat(216)682-1482todiscussstams and scheduling ofhe startup ofhe Novar EMS.Novmrequires 2weeks „n`:�o'°::h°°ilMion.:ic°iiq° CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A CONTACTS HAVE BEEN PROVIDED AND ARE OPERATIONAL FANS. ELECTRICAL CONTRACTOR SHALL INSTALL AND WIRE. PANEL: SEE "PROVIDED BY NOVAR TO SQUARE D" TABLE toschedulethesitevisit.Itemsthatamnotcompleteinthetimethisformiscompletedshouldbemarkedwiththecompletiondate;all WWW.novar.eom Wrenn..+. COMPLETE AND OPERATIONAL NOVAR "OPUS" ENERGY PRIOR TO NOVAR'S START UP AND TESTING PROCEDURES. BELOW: hems must be complete prior to Novar's arrival on site. MANAGEMENT SYSTEM. FOR PRICING AND QUOTATION OF B. MECHANICAL CONTRACTOR TO HAVE ALL ROOFTOP UNITS, NOTE:Do NOT jump out the RTU's:itis not necessary.Connect the Rom Tempemtme Sensor and then turn the units on,this will LEGEN Date Issue MATERIALS AND CHECK OUT, CONTACT: G. THE GENERAL CONTRACTOR SHALL MAKE AVAILABLE A FANS AND HEATERS OPERATIONAL PRIOR TO NOVAR START caase the RTU's too to on se ints of74 for Coolingand 70 for Heat. NOVAR CONTROLS, MECHANICAL AND ELECTRICAL CONTRACTOR REPRESENTATIVE UP AND TESTING. E. ITEMS TO BE PURCHASED BY THE GENERAL CONTRACTOR, O OV14/201 4 PERMIT Yes When NOTE-THIS SHEET INSTALLED MOUNTED AND TERMINATED BY THE ELECTRICAL I Permanent power is installed to the buildingb the Electrical Contractor? NATIONAL ACCOUNTS ON SITE AND AVAILABLE DURING THE NOVAR START UP AND CONTRACTOR: SEE "FIELD INSTALLED EQUIPMENT" TABLE 2 Has Natural Gas been su lied to the Rooftop Units and a licableUnitHeaters? 0142014 •FORBID TESTING PROCEDURES. C. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL FINAL o-DencE CATEGORY REBECCA WILDING OR CODY HATCH BELOW: 3 All Lighting Panels,Lighting Circuits,Light Fixtures,Signs and Controllable"Smart"Breakers PHONE 216 682 1600, FAX 216 682 1613 WIRING CONNECTIONS OF SENSORS AND THERMOSTATS FOR are Installed and Operational. DETAIL DEVICE ID NUMBER OVER H. THE GENERAL CONTRACTOR SHALL COORDINATE WITH NOVAR ROOFTOP UNITS, HEATERS, AND FANS. ELECTRICAL F. ELECTRICAL CONTRACTOR SHALL OBTAIN WALL THERMOSTATS 4 XCM LCD is installed in the manager's office and(2)18/2 shielded cables have been ran for the ® DEVICE CATEGORY NUMBER B. NOVAR SYSTEM CANNOT BE STARTED UP UNTIL THE CONTROLS FOR NOVAR'S EQUIPMENT CHECKLIST, START UP CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL WIRING TO FOR HEATERS AND FANS FROM MECHANICAL CONTRACTORpower and communications back to the Novar Opus Panel. ROOFTOP UNITS, HEATERS AND FANS. 5 All Rooftop Units installed,powered and mnnin? WIRE ID EQUIPMENT CHECKLIST HAS BEEN COMPLETED. TO AND TESTING PROCEDURES. FOR UNITS NOT CONTROLLED BY NOVAR. ELECTRICAL O SCHEDULE THE START UP OF THE NOVAR SYSTEM CONTACT: CONTRACTOR SHALL INSTALL AND WIRE THERMOSTATS. 6 Have the WTS-10 sensors been installed in the display window(s)and as the global indoor D. MECHANICAL CONTRACTOR WILL RUN ALL TESTS TO PROVE temperature sensor per EMS and Construction plans?NOVAR CONTROLS I. THE GENERAL CONTRACTOR SHALL COORDINATE WITH NOVAR DESIGNATED WIRE SPLICE THAT THE ROOFTOP UNITS ARE RUNNING CORRECTLY 7 Lennox wall(zone),CO2 and duct(retain and/or supply)sensors for each unit are mounted and OPERATIONS DEPARTMENT FOR EQUIPMENT SHIPMENT AND START UP. THE ELECTRICAL G. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL wired to each RTU perthe construction tans? REBECCA WILDING OR CODY HATCH CONTRACTOR IS RESPONSIBLE FOR THE NOVAR SYSTEM (CYCLING CORRECTLY, HEATING MODE, COOLING MODE, WIRING TO H.V.A.C. EQUIPMENT. MECHANICAL CONTRACTOR IS 8 The Communication Cable is installed from the Novar Opus to the RTU closest to the Electric SECURED SPARE PHONE 216 682 1600, FAX 216 682 1613 INSTALLATION AS DESCRIBED IN THE ABOVE/BELOW ECONOMIZER MODE, ETC.) PRIOR TO NOVAR START UP AND RESPONSIBLE FOR FINAL WIRING CONNECTIONS TO H.V.A.C. Room and then daisy chained to all other RTU's and Air Curtain. CONDUCTOR FOR SECTIONS OF THESE NOTES. IT IS THE GENERAL TESTING. EQUIPMENT. 9 Do all existing Roof Top Units have a Novar controller installed?(Note:if using LSE,one LSE FUTURE USE C. TO VERIFY DATES FOR PHONE SYSTEM OR BURGLAR ALARM CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE WORK device will be installed in Square D panel by Square D for RTU control. WIRE/CABLE TYPES INSTALLATION CONTACT: OF ALL TRADES ARE COMPLETE PRIOR TO NOVAR'S H. ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING AND 10 The Outdoor Sensor Assembly has been mounted on 1 inch rigid conduit on the RTU closest to the ALL TYPES MAY NOT APPLY. DICK'S SPORTING GOODS START—UP. THE GENERAL CONTRACTOR WILL ALSO BE ELECTRICAL CONTRACTOR RESPONSIBILITIES: INSTALLING ANY CABLE NEEDED TO LINK SLAVE SQUARE—D rear electric room.The OSA must face north.Donotmountthe OSAnearthecondenserFanor SITE SPECIFIC PROJECT MANAGER RESPONSIBLE TO LOCATE AND STORE THE NOVAR SUPPLIED PANELS TO THE MASTER SQUARE—D PANEL. the Heat combustion exhaust.Weatherhead installed? O*2/2 AWG SHIELDED GROUND A. ELECTRIC CONTRACTOR TO FURNISH AND INSTALL ALL I I The Outdoor Humidity,Temperature and Light Sensors cables are installed and terminated at the BELDON 8761 MATERIALS FOR THE ENERGY MANAGEMENT SYSTEM UNTIL sensor and Opus Controller. D. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE CONDUIT, WIRE, CABLES AND MISCELLANEOUS EQUIPMENT PRODUCT SUBSTITUTIONS: 22/3 AWG SHIELDED GROUND THEY ARE READY FOR INSTALLATION. COMPLETE THE 12 HVAC startup,air balancing and equipment performance check has been completed by he O•WINDY CITY 004330 ELECTRICAL AND MECHANICAL CONTRACTORS TO HAVE CHECK LIST ON THIS PAGE. AS REQUIRED FOR A COMPLETE AND OPERATIONAL NOVAR Mechanical Contractor`+ ROOFTOP UNIT EQUIPMENT WITH SENSORS, HEATERS WITH ENERGY MANAGEMENT SYSTEM. A. THE EMS SYSTEM SHALL BE THE NOVAR "OPUS" SYSTEM 13 One Dedicated 120 volt circuit has been installed to the Novar Opus Panel. c 18/2 AWG SHIELDED GROUND THERMOSTATS AND FANS WITH THERMOSTATS INSTALLED AND J. NOVAR CONTROLS PRICING IS BASED UPON ONE START UP PROVIDED BY NOVAR NATIONAL ACCOUNTS. NQ 14 The Watts Transducer is mounted,powered with a Three Pole 20 Amp Breaker in the MOP and the O*HONEYWELL 3320 10 01 OPERATIONAL PRIOR TO THE ELECTRICAL CONTRACTOR'S ATTEMPT. IF ADDITIONAL START UP ATTEMPTS ARE REQUIRED B. ELECTRICAL CONTRACTOR SHALL RUN WIRING FOR THE CO2 SUBSTITUTIONS WILL BE CONSIDERED. CT's are installed. 1. AWG STRANDED INSTALLATION OF THE NOVAR SYSTEM. DUE TO LACK OF COORDINATION AND COMPLETION OF WORK CABLE SENSORS. 15 The 2 cables for the Watts Transducer and Phase loss are installed. D 16 The Unit Heaters are controlled and operational with the WTS-10 Sensor installed and wired.Are PLENUM RATED BY OTHER TRADES, NOVAR CONTROLS WILL CHARGE THE WARRANTY: the R ni s wired and controller the heaters? LINE VOLTAGE WIRING IN CONDUIT E. THE GENERAL CONTRACTOR SHALL COORDINATE WITH DICK'S GENERAL CONTRACTOR FOR THE ADDITIONAL TRIPS. THESE C. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL 2, IRON O 17 The Indoor Temperature and Humidity Sensors are mounted and cables are installed and -——————————- SPORTING GOODS TO HAVE A WORKING ETHERNET MOUNTED CHARGES CAN BE SIGNIFICANT, THEREFORE, IT IS IMPERATIVE DEDICATED CIRCUITS. FOR "EMS-1 & EMS-2". A. NOVAR TO PROVIDE A FULL PARTS WARRANTY FOR A terminated. AWG, AWG SHIELDED AND 18 2 ON THE 4'-0" x 4'-0" PLYWOOD PANEL. PRIOR TO TO COORDINATE RESPONSIBILITIES AND VERIFY COMPLETION PERIOD OF TWO YEARS FROM THE START UP DATE AT NO lR Ethemet'ack and Cable are installed at the Novar OPUS Controller lwationn O / PRIOR TO SCHEDULING NOVAR TO THE JOB SITE. A NOVAR CHARGE TO THE OWNER FOR ALL EQUIPMENT PROVIDED BY l9 Tl line is in lace and full functional? AWG,• BELDEN 9155 NOVAR'S START UP AND TESTING PROCEDURES. ------- EQUIPMENT CHECKLIST SHALL BE PROVIDED. NOVAR. 20_FT Innstallation ofall the NovarS stem is 100 ercentcom lete as er the Novar CAD Dmwin? O12 TO 18 AWG STRANDED WIRE All of the above items are complete and we want to schedule Novar on site for startup the week of •7HHN. NOTE:If Novar is unable to complete the startup during this site visit,an extra trip charge will apply and ultimately be •OR EQUIVALENT. paid responsibility of the General Contractor per the direction of Dick's Sporting Goods. Extra trip charges MUST be pre- paid in advance at a minimum charge of$2,000.00 USD per visit;actual amount to be determined at time of additional LOW VOLTAGE CABLING REQUIREMENTS: LIGHTING SYSTEM CHECK NOTES; MECHANICAL NOTES: trip request.Deficiencies not cleared may require additional trips starting at the same minimum charge mentioned above. All deficiencies am expected to be resolved one week prior to soft opening. 1.WIRE SPLICES ARE UNACCEPTABLE. P 2.THE COMMUNICATIONS BUSS WILL Drawn By: mid NOVAR AND DIGK'5 SPORTING GOODS 0565)PROJEGT MANAGER(PM) BE TERMINATED AT THE CONTROLLER. SHALL VERIFY LIGHTING SPLITS AT TIME OF TURNOVER. G02 SENSORS ARE NOT A PART of THE NOVAR CONTROL PM Name PM Signature 3. INSTALLED NEATLY AND CONCEALED 5Y5TEM PACKAGE. WITHIN THE BUILDING STRUCTURE. Project No.: 14141.00 GC Name GC Signature 4. SLEEVED IN CONDUIT UP TO THE D565 PM SHALL SEND THE NOVAR PM,GORY HATCH,AN EMAIL AT 602 5EN5OR5 5HALL NOT BE INTERFACED WITH NOVAR CEILING OR BAR JOIST. LEAST 24 HOURS IN ADVANCE TO SET UP THE GALL BACK. ANYTHING CONTROL SY5TEM. I F55 THAN 24 HOURS WILL NOT BE ACCEPTED AND MUST BE �602 SENSORS 5HALL BE FURNI5HED HITH ROOFTOP UNIT BY RESCHEDULED. AFTER THE EMAIL HAS BEEN RECEIVED,AN AVAILABLE VENDOR #12 FOR QUESTIONS REGARDING THE INSTALLATION NOVAR TECH WILL GALL THE CONTACT PER50N DE516NATED BY THE DRAWINGS,GALL THE PROJEGT MANAGER, D565 PM 0565 PM OR STORE MANAGER)AND CYCLE LIGHTING VIA THE �602 5EN5OR5 SHALL BE IN5TALLED AND WIRED TO ROOFTOP GODY HATCH AT 800-348-1235. NOVAR SYSTEM. THE EMAIL MUST CONTAIN THE STORE NUMBER,CITY, UNIT. ELECTRICAL GONTRAGTOR TO INSTALL GO2 5EN5O2 STATE,CONTACT PERSON AND PHONE NUMBER. ALL GALLS MUST BE AND PROVIDE WIRING FROM Got 5EN50R TO ROOFTOP UNIT. ROUTED THROUGH THE NOVAR PM. TECH SUPPORT MANAGER GALLS MECHANICAL CONTRACTOR TO MAKE FINAL CONNECTION TO DIREGTLY TO NOVAR TEGH5 WILL NOT BE AGGEPTED. ROOFTOP UNIT. ANY QUESTIONS GAN BE SENT TO THE NOVAR PM OR ACCOUNT MANAGER TO BE ANSWERED. XCM.20 Description: Executive Controller NOVAR BI LL OF MATERIAL(FIELD) Executive Powered from: BMS-1 Location: Electrical Room(Power Wall Integrated) *Quantities Vary.^As Required.-Alternate. Drawing Drawing CITY P/N DESCRIPTION Note No. Comm Ports Type No. LAN IP eWil ID Det11 ail ID Q Base Field Installation Package 1 RS 485 1 Customer O .._._. ...5..._ ..... .... ...._. 2 2 NovarNet(To . LSE) R548 5 Prop. 11 2 1 780652000 Outdoor Sensor Assembly(OSA)w/Ve ris Humidity Sensor,ALS-300,OTS/2,with Mounting Bracket 2 ': 3 BACnet RS-485 1 RS-232 T e 4 712003000 WTS-10 Zone Temperature Sensor,20to 120T,High Profile(420nnA) O 2 '. 4 BACnet(LCDDedicwed) RS485 Prop. _ 2 1 : 4 732900000 FTS-BPLZone Temperature Sensor Mounting Plate ......... ....... ._ ........... ... 5 Modbus RTU(Sq-D Powerli nk) R5485 1 LON T 8 1 XCM-LCD-C XCMOverride Panel,LCDDisplay,Color Screen 2 6 Modbus(E-Mon Metering) i R5485 _ 3 1 1^ SG-785 Terminating Resistor,Novar Comm Trunk Notes: PP y'power p' primary;1^ PS5R-SC24 24 VDC p supply,1,3 Am 120VAC rime track mount irw 1./ U 2.Reference Novar Powerwall hardware installation drawings. RTU Z Note:Field devices provided by Lennox 11 8001 Telaire CO2 Sensor,0-2000 PPM(G-10VDC&420ni MlDlo-1 7 941.60 Space temperature Sensor Description: Used in conjunction with XCM.20 Executive Controller Address: 31 4 xxxxx Space temperatureand RH Sensor Controller Powered from: BMS-1 Location: Electrical Room(Power Wall Integrated) O Loads Powered from: BMS-2 " UNIT HEATER Point Description 0. Drawing Drawing 1 712003000 WTS-1OZone Temperature Sensor,20to 120T,High Profile(4-20mA) Note No. Universal Inputs Range No. Digital Outputs T Ra nge an a Note P g g P P �/� Detail lD Y g Detail ID 1 732900000 FTS-BPL Zone Temperature Sensor Mounting Plate V/ �T ... .................................................................. ................................................................................................................................................................................................................................................... 1 50041364-001 RIBT2401B Hi/Low Separation SPDT20A,24&120VAC Coil O 1 Outdoor Temperature 420 MA -40-120F 3 1 Receiving Unit.Heater 24VAC On/Off .7 1 W M ... m 2 Outdoor Hu midity 420 MA 0.100% 3 2 Reserved _ 24VAC On/Off 1 M :-2 ..,Reserve__....... _. ...._. ..._ LIGHTING 3 OutdoorPhotocell 420 MA 0300 FC 3 3 Reserved 24VAC On/Off 1 E 4 Indoor Humidity,..,.W ......... .....420 MA 0100% 5 _4 Reserved 24VAC On/Off 1 .. 1putR..... .. ...s .. �. ..... .__ - �' 5__..__.Indoor Tempe rature......................................_i,......4.20 MA.._.._i,.__20-120F 6 5 Reserved _._.,,.., .__..._,...,.....___._. 24 VAC ___-On/Off..__- ! 1 Coll 1^ 770014000 Metal Enclosure 12x12x6 ......... .. 1•^ 870003000 ABB Lighting Contactor,30A,4P,NC,110V 6 Receiving Temperature 4-20 NIA 24120E 6 6 Reserved 24VAC On/Off 1 Ln -- -- .......... T �i - 1*^ 770003000 DIN Rail mounting track,9.25"length d CO S ` Analog Outputs 1•^ 5OD41369-001 RIBUSC SPOT lOA Relay,24/120VAC coil 2 (1 ADR(Utility) Dry Pulse 3 1 J m 2 2 Phase Loss Dry On/Off 3 2 I LDIM2 Ballast Dimming Module O a 1*^ n M a ....... ............... ...._... LL LLI _Q Notes: Cable Type >-Z CC g 1.Fail closed. Z Q (Q7 2.Reference Novar Powerwall hardware installation drawings. 0 33201001 18/2 AWG BACnet Cable,1000'reel Q a 3ll-- 0 709024000 Novar 18/9 AWG Stranded Cable,500'reel,Plenum Rated V F_U) m O_ Minio-2 a Description: Used in conjunction with XCM.20 Executive Controller Address: 32 NOVAR BI LL OF MATERIAL(FACTORY) ' Powered from: BMS-1 Location: Electrical Room(Power Wall Integrated) Point Description *Quantities Vary.^As Required.-Alternate. o Note No. Universal Inputs Type Range Drawing Detail ID No. Digital Outputs Type Range Drawing Detail to Note QTY P/N DESCRIPTION 1 Display Window l Temperature 4 20 MA 20120E 6-__-_- 1 2 Display Window 2 Temp atu c 4 20 MA ...... 6 2 XCM 20 Base A lice[on I ,33 Data/ Room Temperature 4 20 MA 20-120F 6 3 1 XCM20-B-F-U-MB XCM20 Data Server,BACnet MS/TP,Fox,User Interface,MODELS RTU,5 RS-485 1 5 Setpoint Feedback Dim-1 0-10VDC 0-100% i 4 5 ---- 0Remote Input/Output taModule,6 U1,t2D1,6 DO,2 AO 1 736005150 LSE 6 MIRCHAELI T IISLIP 2 737200000 MIN 1 6 Setpoint Feedback Diml O10 VDC 0.100°/. 4 - - ........................................................ - -- -- - --- 1 PSH40A Power Supply,40VA,120:24VAC,with convenience outlet O - DiguaNnputs Outputs _ 2 TR75VA004 Transformer,75VA,120/208/240/480:242 hubs+foot mount,Circuit Breaker 25001 EMERY ROAD,SUITE 400 1 Secunty Panel Contact Dry On/Off 7 1 Ught Dimming1 010 VDC 0100°h 1 I--- - -4 1 E50-480800-RO2KIT Class 5OWKWH/Demand Meter 800 Amp 277/48DV,3Cf-MODBUS RTU+Ethernet CLEV AND,OH 44128 EL 2 2 _Ught.Dimming2 __.. LOlOVDC 0-100% 4 1 1- E50-480160OR02KIT Class 5000KWH/Demand Meter 160OAmp 277/4WV,3CT-MODBUS RTU+Ethernet TEL (216) 223-32 Notes: 1^ SG-785 Terminating Resistor,Novar Comm Trunk FAX (216) 243-3P100 www.herschmanarchllacts.com 1.Reserved far light d mmingapplicanon 1^ P55R-SC24 24VDC power supply,1,3 Amp;120VAC primary;track mount V O tv EMS NOTES CONTRACTOR HY.W-E VERIFY M 1■0 ALL OLEARANGES AND DIMENSIONS IN FIELD NOVAR INSTALLATION DETAILS � N �y°�Lu z o ° `" r sum .- �P� yO�Of Des],and ppnebmnon appumeme MANAGER'S OFFICE ae Inebumente If eerebe ere plven LENNOX ROOTOP UNITS REMOTE LCD DISPLAY b oonlbelme ena Tomato the property / OUTDOOR SENSOR ASSEMBLY P 'Y°0°MT0°° °i mb a:io.Ala M-. T.pno°I P N: AT LCD-C CIAAIE ZplF paAlE ZONE INSTALL AT 49°AFF. docanent,for pmpoeee other than WP CFPftapFM MAP aPFNOFM IpGllr 1DFlMaME the epeoab pr0leot named horsln Is HOIEIrYYNS0X0R. OIS.lxIIOCOR pRk Elzppplpp SENSOR. 9°Apt 6lrbtly prphWlted f MIII•xprearad IENNOX SPACE RN_z ._. S IPfINO% .—' 1lNIIDIt lICF ._. —' 'SENSOR RN-e —' NOT US -zy — — A�IIY DDIFM PM:70910 0 0 0 0 P/N:T35o7a0a0 ®® flttBn Ppnaent of Mlpheel CNallp, 1M�}pp pf/IEMp LCD SETUP: pATh BIz00000D Arohas., Iylll-1 ._. 9ENSdi wd 54NOR R"r-0 11U-e 9PNt SENOR -5 ��• LTI.O.R. G 24 V SETTINGS NOT US — , 1D (8999) 24 v ® Date Issue UNR ab BONm — N4 SPICEgpy UNrt MC p°wD ._. cOp gPy UNR WC mwD .—. gpr� OIR WC BOIM ._. p�yPp� LNrt IMC IAwi —. �p Sp�E uNrt WC BO.V10 ._. Opx SPILE DDRESSNOT U Y TOB1 B(- -_ xoRm swlx 0.1/03/2014 PERMIT SS TO 1 SH(+ iOR\Y CABLE BLUE CI&E NOVAR LSE NETWORK _.J�._._._._._._._._.-J �._._._._._._._._.� _._._.—._.J �._._._._._._._._.��. _.—.J . I O'I/4/2014 *FOR BID r._._._._._. _._. i THE COMMUNICATION SEQUENCE DEPICTED 6 I NOT S E SPECIFIC.FlE D DETERMINE UNR I - SEQUENCE AND DOCUMENT. I i m (VERIS�I (OTS) ; mf+ImL mx.oafs ro xmF:anoaDR sEnsoR Rs°an=01 caps paOY®L%Aor: O (ALS) MENTFNTED To x rtIH ----- -� nova LET N I/z• � . ii _ 1EfaIDx _ MIINO% ' i ..a^°�mmo 1� i IFNNO%'PMF gH/1E),p MNNON SPACE IENNox SPACE p iaOD OCNIIENr alU P I amlpon RN-7 .—.� R1U-• .-. 9p/y7:SlN9pB RN-p ._.� RN-10 ._.� MU-11 .—. Rkl� I i � @ �g � � MQall. R 5 MOUKIm ON. O3 I uxrt We Ipt m _. oar We Row° ._. wz oar am Ixiwo ._. wE v�E MtR IMc enrm ._. mz SPACE ONa MC BOND ._. CO2 SAME I i i I 9QlEa aNsat sD1SaR socaR sDlsm 2 ; i ��InooDR SENSOR ASSEMBLr v uclR Diuuixc rRESFRVEDI • L._._.J \._._._._._._._._.J\-.-._._._._._._---- �._._._._._._._._.J�._._._._._._._._.. iL Rw•.mL I j WA W Stash) I i wSRAL a EhE a— P/N: •IZOOQSOO sFarm I»Na cartAn WIS-10 SPACE SENSOR.TEMPERATURE IYPR/L 1Mr IRAIER OpNlap�pi ON �Luq �9R, I P/N:712003000 DRY— 1os m INF— owl ®WI I B45EPLATE P/N:732900000 °P0 M EK ota P m Izzt r C. FY o anWA EIfISR10 IwtiLmx t- -�© N>S I � �. IKWa a To O $$Q$$Q ���$��j I ' � EIS r�NE� M,x i^ 18€ o P P vl N i iWV.LmIRWCIL ��MM1BL.K_1zOwC ORO-11.0__.� E E OOEm AT 96OlMY +.wNrja,.wpw J p INaCE a xkvL r.WTl1'. QuncwOFCE �R `� /�l INy ODOR HUMIDITY n SPACE TEMPERATURE SENS°R i V SECUROY SYSTEM ORY COMACr I u UNR NEATER CONTROL I 9 r DEDICATED RACNL NEfWOrtK_ IfII I ; O � I J SQUARE-D POWERWALL ENCLOSURE(FACTORY INSTALLED NOVAR COMPONENTS) — — I Drawn By: mld _ ____________________ ____________________________________ Project No.: 14141.00 ------------ -- ------------------------------------- L--.-._'-._._._._._._._._'-._._•.-'-. '--'-'-.-'-.-. I i-----raieuit-w-'--i i i i �� I � I ulNlo, — , Im em•fm , t I I I o� n: g o O I� W g a�Z IF ` . . . . TERMINATION LEGEND ----------- �.- gw I pXOw`mo , real-SCI I f I I I +DC VOLTAGE POSITIVE 3a � � �� wb �� I 1�m e•Wa� I I � I o oa I'= i= � a mi I � o� m� "Moso-e-4 V�eDwn 1 iweaepwvel i r T I ®®®I ritl� i t, Iu' mk' k' � C m;i F Y,iII OC VOLTAGE-NEG4TNE �xx i®®®®i � " I O t tm t0 t� tp RESERVED FOR To SLAVE ]24 wd:-POLARTIY SENSITIVE ee-Tee I•nn e �c I I •� I i i i i LYIOI.1 ROUIERISWRCH__) mGr �.9 /� 0 c S i> 52 D(kR DNAMING PANEL IN ©24 VAC-COMMON L_______ P 1 I I e e ' , 1 7 9 9 9 9 ' CONTROL SECTION 00z MIwo3 AIR I I I I I r------I m m �' �3'S 8 YJ'm m m o ,r-�{I �%5: �. .'S. 'S. F�'S. Fes.�. FFes�.�' 024 VAC-POLARITY INSENsmvE e______________.'i I I I CUSTOMER ETHERNET NETWORK , , �`1�`1r✓`�I m g F m�i ffi m m �m m�m r=ii 3d m TUi'3 m '3 m r'�/�-�r'���r�ti ------ El I I I I�KERNET I ❑A RS-4m STANDARD POSITIVE I i I -----I CONNECTION NOT TO EXCEED I i NOWIN +- S + - S +- S +-S - S +-++-+ +- A B ❑B RS-4B5 SfPNGARD NEGITNE I m 1 I I 200 FT TO ANY DEVICE , , C ^ C ^C C ^ C ^C C H L________ _ ________________________________________________ 1__________________________1_______ J I FIELD WIRING I IFIELD WRING _______________+ -I RJ-45 I ______________________________ FACTORY WIRING FACTORY WIRING A NSTNLFD IE1011r AT LCD W W AFT ELECTRICAL/DATA ROOM ����ppEEILDD__TT����Ep�IAATT�Ipp��SSTT�R�Ipp Lennox commonly used ECTO parameters L nnox Prndgy M,2 rd Co ftgM a with twitches na:erwlm,araammsskaawaaimv� Q omm.,. �, Smp1 s<r a"pred•y MT E[IO Pomme"rs oarcquHMper male lMtel aebw.control value wlrAes rehr ro aarmt Ma,mp<rYar�a"me,apaalm aem„pa r " � ..hw novar ,wm,rsm�ma a a "Ilo,.,.p bdan'. nu a 6060 Rockside Woods Blvd. W Cleveland,OH 44131 Z 216.682.1600 Nwe h d � � • ;� vaww.novar.com lissis LENNOK PRODIGY INTERFACE BOARD PROVIDED BY LENNOK PROVIDED BY N00R '- R it ( �r �r �(� LEGEND JF �'Ow' � 1`- ' as ® NOTE-THIS SHEET O PIN:e,too Inatmt sw,u Tov aaea 5 IDaaz wM aH/rFYP 1°AzoDiuwlwrDEVICE CATEGORY a. SPICE lo�000r :., wN. ■ .l mmm i6A P/!t P/N:BISOMOW rr �kl DETAIL: DEVICE ID NUMBER OVER 1 -24V DEVICE CATEGORY NUMBER M vo-10 roc LOB" I Q• WIRE ID ()D ® ® ® �� 4»,.: i r � a-ED our a LennmcProdigyM26perdCOn1'IgaratlOnwithswltchesandpo[forNovar & DESIGNATED WIRE SPLICE Y am III I I SECURED SPARE Q V) a I'I �-CONDUCTOR FOR d J T _.J I I caxsuLT srsmr RsrR FOR I _ °;� FUTURE USE J J Lr SENSOR W GEO R�U'S WIR CABLE TYPES Ca Z Q L.-.-.- m �/ O�W r IbE OOMMMr1L^kTl0a ra3WORIL._.-._._ sw.-IP—I I __ - -,-,- -. _.J I _. ALL TYPES MAY NOT APPLY. } REFER TO LENNOK PARAMETER REFERENCE SHEET FOR i 22/2 AWG SHIELDED GROUND Z O �. O•BELDON 8761 NB USING A SHARP E. RECORp ANY SEfnNCS _________________ CHANGED FROM THEIR DEFAULT VALUE ON THE INSIDE rj � ---------- U -- 22/3 AWG SHIELDED GROUND r-------------------�_ 1 OF UNR ACCESS COVER ADJACENT TO UNIT SCHEMANC. Troaax e.x,mrcmaa s.aw.. WINDY.CITY 004330 a i Ta maetEnowro T wumm.c,m �'� im� i s<mnsa camml Iop(p arm" 18/2 AWG SHIELDED GROUND I on«roearanmaECToparama"r amatlp 'rmene aNPa,emrcoptppahnaapbnn ana"mw C 4 r °.�w �,a O HONEYWELL 3320 10 01 Wa o I tl' e 18/9 AWG STRANDED CABLE mm°•.,.w ,°..w°w, w. wmaw.. aa.a,.Pow u :„�ar,a.AP , Cheaee CTO EsE old O PLENUM RATED -+ S +-S +-S +- s i vreasme rema�EC TO 6 e by urine m.1-d .d ma ap ana..p1W hi LINE VOLTAGE WIRING IN CONDUIT y are beaked out f ECTO you have sal Na tlesiretl count.TM1e airplay should oar SET Hit Ne Ian snow until you E ____________ , J na tlla umt rabaaW. I, FIELD WIRING I Uae Melert button to back out and ps"naxt gammater. T---------- , Exempla IN set b"Block Is the value be"re Me tlecimel.Pemmabl ISNe value axer the bacimU.C I FACTORY WIRING I "a.mua roe oat aanua O 20/2 AWG SHIELDED AND 18/2 AWG, • BELDEN 9158 v I I S-W setaa -SE —_—_--- m i i semner-cano-m-Lconn Aaararr(unM eaamssror LEE).baalvp mesabm"m avaenaar. O12 TO 18 AWG STRANDED WIRE T"""' MICHAEL CRISLIP B<tatltlsantl WWra""r BAGn.' aaatlmaoea bepwnmptlamra nalr A R C H I T E C T SQUARE-°POW WALL FIELD TERMINATION STRIP ' samnpsra -Control-OAcnat-mad eaaraar(wh eaarass) 0 *OR EQUIVALENT. Clear Hisbr-y LOW VOLTAGE CABLING REQUIREMENTS: 25001 EMERY ROAD,SUITE 400 Da" Hinpry-Gear Hinory BLI CLEVELAND, OH 44128 01.Power a><le It.umt ena bbN m<m,ItwtW me EOTo media,.-,uana. 2.THE COMMUNICATIONS BUSS WILL WIRE BADGES ARE UNACCEPTABLE. TEL 12161 223-3200 BE TERMINATED AT THE CONTROLLER. FAX 12161 223-3210 v 10 R WITHIN THE BUILDINGNEATLY AND STRUCTURED www.hars°hmenarchitecte.com 0 4. SLEEVED IN CONDUIT UP TO N CEILING OR BAR JOIST. 0 EMS DETAILS GON L CLEAR MUST VERIFY E M Z■O AU.LLEA1,45 IN 1 AND DIMENSIONS IN FIELD R ry FIRE PROTECTION LEGEND o � Z —F—-FIRE PROTECTION PII n m N 0 -REGE55ED PENDANT SPRINCLM READ FOR AREAS WITH FIN15HED TILED GEI1-IIL55 -DRY 51IDE HALL,HI6H TEMPERATURE SPRINKLER yp MVG� HEAD.DISPLAY ROOMT>. O -UPRKaHHT SPRINKLER HEAD Dealan enp oo rvonon aoovmeme ss Insirumrnts nor errrbe e a plus • -CONGEALED PLATE SPRINKLER HEAD ON AREAS III,oonrb.me rnx rem.M In.procene of Neraenmen Arohllaets. The ue WITH GYPBOARO CEILINGS) of ma eeean ena I-"""I" ao for purposes other thrn the 111 epaolllo prolspl nems0 MreM Is (O; HIPRKHIT SPRINKLER HEAD WITH PROTECTIVE suauy pronlhu•a•nnonl expr•essa GAGE ON 60LF HITTIN6 ROOK .rnrsn no mr or Kmn.a crlaa. Aronxeol.ne pO -DRY/ANN+REFZE CONGEALED PLATE SPRINI HEAD Date Issue 0T/03/2014 PERMIT HEAD TYPE egA O-I/14/2014 •FOR BID RECESSED PENDANT AREAS WITH FIN15FED TILED GEILIN65 f6 6. CONCERT ARFJS CONGEAL® 5HEE SHEETROROf.K AND COFFERED VAULTED GEILIN65 I I I I I I FIRE PROTECTION NOTES: A. BUILDIN6 SPRINKLER SYSTEM IS NEVL FIRE PROTECTION CONTRACTOR SHALL PROVIDE NEVI % HEADS,PIPING,ETC,AS REWIRED TO PROVIDE A CODE COMPLIANT SPRINKLER SYSTEM. • 113 O O O O O O O 0 1 O O O O O O 1 CONTRACTOR SHALL VISIT SITE AND FIELD VERIFY EXI5TIN6 GOMT06 PRIOR TO START • • OLF STOCK NK.OF ANY HO B. FIRE PROTECTION SYSTEM SHALL 19E A NEW NET SPRINKLER SYSTEM AND SHALL BE NF 1 @ 0 M I Y' W 1 - 4--4} DE516WD PER THE LATEST EDITION OF PA 13,FM AND ALL LOCAL AND STATE FIRE c EXERCISE 1 1 CODES, ��• • • O o 0 0 O O 0 O 0 O O O 0 0 G. REFER TO SPECIFICATIONS FOR HAZARD CLAY IFIGATION AND ALL DESIISN lDEd5171E5. 1 ORRIDOR I I GOLF PRO SH •—. BH{ES q{tl �}y �y ,yam ,#� 1 D. REFER TO SPEGIFIGATIM FOR ADDITIONAL IWOFZMAT10N ON SPRINKLER HEADS. • MITI I I 1 1 �° �.e r{-� �}�° 1 #� E. A MINIMUM B'CLEARANCE SHALL BE PROVIDED FROM THE BOTTOM Or THE SPRINKLER PIPING TO THE SUSPENDED CEILING. 1 • • O O I O O O O I O O O O I O O O • A G R' ^ F. PROVIDE AN INSPECTOR'S TEST CONNECTION NTH DRAINS LOCATED TO THE EXTERIOR OF 0 FI THE BUILDING OR INTO SANITARY DRAINS OF ADEQUATE SIZE TO PERMIT FULL FLOW DRAIN 0a A TESTS. • I I -,0) � 6. NEVI SPRI KLE R PI TO BE INSTALLED H74N BAR JOISTS NTH MAINS INSTALLED T16W • -I l4 O O O O O O O O O O O O `0) 00 TO BOTTOM OF JOISTS.ETCH ALL PPIN6 FOR PROPER DRAINAGE. • 0 • • 1 FITTING ENTER 1 1 H. FIRE EXT1N6U1SHE RS SHALL BE AS SPECIFIED AND TO 13E SET WITH WALL BRACKET. _ _ _ NUMBER AND LOCATIONS I- LAMS FOR AD I OBE IN DIRECTED. LOCAL FIRE MARSHAL. F 1 REFER TO ARCFtlTEGT1RAL PLANS FOR ADDITIONAL INFORMATION ® ASHI COUNT flM N 1 �J 1. N15PRBKLER PPN6 AND HEAD''SMALL BE INSTALLED TO PERMIT THE INSTALLATION OF o 0 0 0 0 0 0 0 0 o r- /} 1 N.I.MECHANICAL AND ELECTRICAL SYSTEMS.SPRIKLEt CONTRACTOR SHALL RELOCATE \o I PPN6 AND HEADS IF REWIRED 70 ACCOMMODATE MECHANICAL AND ELECTRICAL11 SYSTEMS. J. NO YET SPRINKLER PIPING SHALL BE INL5TNJED AT LOCATIONS SUBJECT TO FREEZING. 0 PROVIDE ANTIFREEZE SYSTEM DRY PPE SYSTEM FOR AREAS SUBJECT TO PRI£ZIN6. Drawn By: GGD I 0 0 O O O O O O O O O O O O K. THIS DRANN6 INTENDED INTED TO PROVIDE 6ENEIRAL LOCATIONS AND TYPES OF SPRINKLER ° 6 I I HEADS,NOT ALL SPRINKLER HEADS ARE INDICATED ON THE DRAtIN6.SPRINKLER Project No, 14141.00 HI6FO3R SPRINKLER DBSITES ARE — ,I, CONTRACTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEAD5 AS REWIRED 13Y NFPA 13 REWIRED IN HATGIED AREAS. ER 0 1 {� .�h, I Milo LOCAL JRLSDICTIONAL RE(d11RB-5rt5. REF TO SPECIFICATIONS FOR ALL rY `Y v` L. SPRINI HEADS SHNl BE INSTNIID ABOVE AND BELOW ALL DUCTWORK GREATER DENSITY REGUIREMINIB AND o 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 COORDINATE NTH ARCHOTEGTURAL THAN 4B'HIDE. MIXTURE PLAN ACID FOR FIXTURE le RM M. ALL PIPE PENETRATIONS OF FIRE RATS WALLS SHALL BE FIRE STOPPED TO MAINTAIN LOCATIONS. 1 FIRE RATING OF WALL. HH61ER SPRINKLER 17BLriltt AREAS ''",1-' — 15HALL INCLUDE AREA FJCIEDINI6 AT f '�'_ _ N. ALL FIRE PROTEATION SHAIONLL 13E NNICOMPLETED TEED B T CALCUE FIRE ATIONSPROTECTION AND SUNTRAC O LEAST IS FffT ON ALL 5DE5 FROM O O O O O O O -U — DOC.I.FENTATON SHALL BE COMPIPTED BY THE FIRE PROTECTION CONTRACTOR AND THE ACTUAL STORAGE AREA IN Q 0 SUBMITTED TO LOCAL A MIORITIE5 HAVING JURISDICTION AND TO DICKS INSURANCE THE ACTUAL S NTH NFPA E. LNDERYRITER FOR REVIEW NO APPROVAL PRIOR TO FABRICATION OF ANY PENS OR SYSTEM COFPOHNIS REFER TO SPECIFICATIONS FOR DICKS INSURANCE UDBRYRITBR —— — — — — — — — ` — INFORMATION. O. COORDINATE O GO I RE BMO� PRPI 3E� NO O O O O O I O O O O O O A .-I HIS AN7 O E MOVED,5PWNKLE PPINS SHALL 1 ROIfEDARWO T L16HT5 A5REWIRED. I 1 FITTING RM 1 =- -- -- - - - P. HANGER NOTES- - -- -- -- --- --- _ __ _ __ - I 1 ROUTE PIPE DROPS T16W TO I. PIPES LARGER THAN 4 IN.RUNNING PARALLEL TO BAR J015T SHALT.BE HUNG FROM WAL S OF CONGEALIN6 TRAPEZE MW (�. L AS MEANS E NE R5 SUPPORTED AR-T ESUALLY BY THO JOISTS. OR MAKING PIPING LESS 1 O O O 1 O O O SALEo NS O 1 O O O GOPICLO15.-TYPICAL. 2.ONLY ONE PPE SHALL BE SUPPORTED FROM A 511KIE TRAPEZE RAWER UNLESS 1 OTPERA5E APFROVED IN YRITN6 BY THE STRUCTURAL EI61NE t OF RECORD. 10 BULE ABOVE AND BELO PROVIDE NKLE IN 3.ATH WEBS N H MOW THAN 150 POUNDS OF LOAD SFDLLD BE ATTACHED TO THE J015T VESTBIAE. A PANEL POINT. O O 0 O 1 O O O O I O O O 4.COORDINATE ALL HANGER TYPESAND LOCATIONS NTH THE STRUCTURAL SKIN EER OF I - RECORD. I -- - - - - - - 0 - O O G RMO- -O - O - O O- O O O KREWIREDNOX BOX LOCATION(IF v! I C LAW.EL.L.O�IDE THIS DRAWING IS FOR REFERENCE CONEI PROM TAMPER - 5NT°HTOALARMPANEL ONLY. FIRE PROTECTION CONTRACTOR 0 ° ° 9 FOR THIS PROJECT SHALL PROVIDE 0 1 1 FULLY DETAILED SPRINKLER PLANS AND (� I I O O O O 101E 6 RM O O O O ' O O O CALCULATIONS. O O 01 O O O 0 1 O O O 0 1 O O O O L RECEIVING r aaIa 6 T O 3)AI.O.FPI.O a)Knox Box A rapid entry(Knox Box)system Is recommended for immediate fire department access to the facility(IFC 506.1). O O 01 O O O �} 0 1 00(�} O O O $}1 O O ¢ O An application may be obtained at Station 1 during normal business hours. ® w _ Knox Box Series Entry I • �• I I I — The Knox Rapid Entry System model most commonly used is the Series 3200.The Series 3200 is available with a hinged door,Lift of door or recessed mount.The Series 3200 may also be monitored utilizing the buildings fire O O O O O O O O O O O O O O O O O alarm system. U M 12� 1 -J UJU-____ —__._ a)The Knox Box shall be Installed to the right of the main access door(s).It should be mounted out of normal W� Q • reach and no higher than ten feet from ground level(IFC 506.1).Due to the size of this building an additional s p r---- -- --- --, I ^-i-. Knox Box is recommended at the entry door to the sprinkler riser room.Alternative locations will have to be $ "i-Y V _ Q S C 15 U {�J `Y �K �{� ICJ (�1_ _... - approved by the Fire Department. Y - m O O O 0 -- • O O - O O O O 0 I 1 a CTO S�K ER AR A 0 Jr bd e TEAM SPORTS Z Q O O LL of O O RM O O1 O ° O O O O O OLLjI21. w (---- ---------; 2)LSI,O.Fire Alarm Z cc re larm ans shall n accordance with the ate Fire al ce r Z revilewA7he loins shall bee'I designed18 in inch scaleand may be sentpelectronically ttooKnutetsandahl(adoi idaho�¢ovfo5end Q Q O� � P / Y O O • 1 TACKLE 1 Idaho tate FlrehMarshal address provided below. hard copies to U�c) O 'O "—O O O O O O O O O O O 0 O O O I' Bois West State Street,3'°Floor ELECTRICAL R OM - �O`KJ1� is0 ® - Boise, 837 b)Provideh an exter0ior strobe that activates on water Flow in the area of the FDC. IIY,OMIN6 FIRE Install portable fire extinguishers as required per NFPA 10.S. PROTECTION PPlN6 I a DIAGRAM ON 11)Small Arms Ammunition and Components.Chapter 56 Provide a Hazardous Material,Analysis t� a)Indoor storage and display shall comply with Section 5606 and NFPA 495. O. a 1 FIRE PREVENTION FLOOR PLAN b)Identi the areas and the amounts of fy product storage and display.c)Rooms and orareas of stora a and dis la shall com ISCALE: 3/32"=I'-O" g P Y p y with the requirements of the IBCIN 10)Hazardous Materials IFC Chapter 50,Provide a Hazardous Materials Analysis U a)Identify hazardous materials by hazard categories and quantities. m b)Identify the maximum allowable quantities per control areas as specified in IFC tables 5003.1.1(1)through 005.1.1(4). MICHAEL CRISLIP c)Identify if the hazardous materials quantities do,or do not exceed the maximum quantities per control areas. A R Ci H I T E Ci T d)Identify how the IFC requirements will be addressed concernin the control areas in regards to storage,use and 0 25001 EMERY ROAD,SUITE 400 FAX (216)21151 223-3210 O www.herachmanarchltect■.com FIRE PREVENTION 0 FLO CONTRACTOR MST VERIFY ALL CLEARANCES AND DIFETT510N5 IN FIELD ■