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HomeMy WebLinkAboutCorrespondence #2 INTELLIKNIGHT ACCESSORY CtiII SILENT SK-Photo, SK-Photo-T 15 KNIGHT and SK-PhotoR by Honeywell Intelligent Photoelectric Smoke Sensors The SK-Photo is a photoelectric smoke detector, the SK-Photo-T is a photoelectric smoke detector with thermal and SK-PhotoR is a photoelectric detector with remote test capability.These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IntelliKnight Fire Alarm Control Panels (FACPs). For more information about the IntelliKnight system, or to locate your nearest source,please call 800-328-0103. Description • Optional remote LED annunciator r ✓ (System Sensor®PN RA100Z) 444b 1 � ` SK-Photo and SK-Photo-T are plug-in Plug-in mounting provides ease of type smoke sensors that combine a installation ';'-tice-' loy,;_-_, �� . photoelectric sensing chamber with • Tamper-proof feature available on ux addressable analog communications. mounting bases Miik Point ID capability allows each • Listed for use in duct applications • 'r' detector's address to be set with rotary g • Rotary address switches for fast address switches,providing exact • installation detector locations for selective maintenance when chamber • UL Listed . contamination reaches unacceptable • FM Approved levels. f £k` i; Specifications SK-Photo and SK-Photo-T have a M°_, unique optical sensing chamber that is Physical engineered to sense smoke produced Height:2.0"(5.0 cm) SK-Photo (Base included) by a wide range of combustion Diameter:4.1"(10.4 cm)installed in sources. In the SK-Photo-T,dual B501 base Installation electronic thermistors add 135°F (57°C) Electrical The SK-Photo and SK-Photo-T plug thermal technology to maximize Operating Voltage: 15-32 VDC detection. into a compatible IntelliKnight-series Standby Current detector base.The SK-PhotoR is a TheaSK-PhotoR is a use wremotith the 300 pA @ 24 VDC Maximum remote test capable detector head capable detector for use the Current:arm included within the DNR(W)duct DNR/DNRW duct smoke detector. (not With LED on) 6.5 mA @ 24 VDC max smoke detector. included) Environmental Compatibility Operating Temperature Features SK-Photo: 32°—120°F(0°C—49°C) SK-Photo, and SK-Photo-T are • Sleek, low-profile design SK-Photo-T: 32°—100°F(0°C—38°C) compatible with the following detector Humidity: 10%—93% non-condensing bases: • Base included B210LP 6"base (included) • Reliable analog communications for Other Ratings B501 2 wire base trouble-free operation SK-Photo-T Thermal: Fixed B224RB Relay base • Age resistant polymer housing temperature set point 135°F(57°C) B224BI Isolator base Velocity: 0—4000 fpm (0—20 m/sec) B200SR Sounder base • Dual electronic thermistor design on The SK-Photo, SK-Photo-T, and SK- the SK-Photo-T Photon are compatible with the • Superior EMI resistance for reliability following IntelliKnight FACPs: • Simple field cleaning for code 5820XL compliance 5820XL-EVS • Variety of mounting options to meet 5808 any application 5700 • Dual LED indicators for 360°visibility 5600(Rev 2.0 or higher) • Detector transmits signal to indicate maintenance is required r1=LLIKNIGHT ACCESSORY Model SK-Photo, SK-Photo-T and SK-PhotoR Intelligent Photoelectric Smoke Sensors Engineering Specifications The contractor shall furnish and install where indicated on the plans, Intelligent photoelectric smoke sensors Silent Knight SK-Photo or SK-Photo-T with thermal. The combination detector head, and twist-lock base, shall be UL listed and compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with SK-Photo or SK-Photo-T. Base shall be the appropriate twist-lock base part number B210LP (included). The PhotoR is a remote test capable detector for use with DNR(W)duct smoke detectors. (not included). The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady. The detector may be reset by actuating the control panel reset switch. The calibration off the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SK-Photo shall automatically perform a functional test of the detector.The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. SLC IN OUT d.414 13 1g Compatible FRCP RA100Z(Optional) ciiiIN e..? .4 (-- li.. 1111 V ‘mirr Nitiiijoe ' 1 / r.ip. ‘40 lir Class A Optional Wiring i Wiring SK-Series Detector Mounting Bases SILENTth lip This document is not intended to be used for installation purposes.We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate.We cannot cover all FORM#350118 Rev E specific applications or anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight ©2013 Honeywell International Inc. ford,CT 06472-1610 Phone:(800) by Honeywell Fax:12 Clintonville(203)484--7118.Fort Technical Support, Please call 800-446-6444.328-0103, www.silentknight.com INTELLIKNIGHT ACCESSORY it SILENT SK-Pull-SA and SK-Pull-DA KNIGHT Intelligent Pull Stations by Honeywell The SK-Pull-SA and SK-Pull-DA are a single action or dual action addressable fire alarm pull station for use with Silent Knight's IntelliKnight fire control panel. Extremely easy to operate, the SK-Pull-DA and SK-Pull-SA provide a fast and practical means of manually initiating a fire alarm signal. The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103. Description i ,, The SK-Pull-SA is a single action pull station requiring only one motion to activate the station.The SK-Pull-DA is a dual action pull station requiring two motions to active the station. 1!, PULL Both pull stations are designed to work with Silent Knight l DOWN 1 Intelliknight series fire alarm control panels (FACPs). I Features • Installer can open station without causing an alarm ti conditionr IN • Dual-color LED is visible through handle of station blinks green to indicate normal operation and remains steady red SK-Pull-SA in an alarm condition • Key operated test and reset lock using lock plate actuator • Key matches compatible FACP locks F • Meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG) controls and operating mechanisms ,PLLPUUSH iN DOWNm guidelines(Section 4.1.3[13]) • Meets ADA requirement for 5 lbs maximum pull force to -� active • Shell, door, and handle molded from durable LEXAN® Ei ��t1 , • Reliable analog communications for trouble-free operation ® ' • Braille text on station handle SK-Pull-DA • Handle latches in down position and the word Activated Compatibility appears, clearly indicating the station has been pulled The SK-Pull-SA and SK-Pull-DA are compatible with the following IntelliKnight FACP's: • Rotary address switches for fast installation 5600 • UL Listed, including UL 38, Standard of Manually Actuated 5700 5800 Signaling System 5820XL 5820XL-EVS .l ELLIKNIGHT ACCESSORY Model SK-Pull-DA and SK-Pull-SA Intelligent Pull Stations Engineering Specifications The contractor shall furnish and install where indicated on the plans,Addressable Pull Stations, Silent Knight model SK-Pull-SA single action pull station or SK-Pull-DA, dual action pull station. SK-Pull-DA or SK-Pull-SA meet the ADAAG controls and operating mechanisms guidelines, and the ADA requirements for a 5 lb. maximum pull force to activate the pull station. Class A ax i SCd = ! OUT loi Class B Compatible FACP lit F - , 7 d A 1 1 i t II .,- iii Class A Wiring:_____ � ", ;n Class B Wiring: _�, Wiring SK-Pull-SA&SK-Pull-DA Pull Stations Electrical Specifications Operating Voltage: 15-32 VDC Physical Average Operating Current(LED flashing): 300 NA Height: 5.5"(14 cm) Width:4" (10.2 cm) Wire Gauge: Up to 12 AWG (3.1 mm2) Depth:5.4 oz. (3.7 cm) Environmental Housing Material: LEXAN polycarbonate resin Operating Temperature 32°—120°F(0°C—49°C) Bi-Colored LED: Humidity: 10%—93% non-condensing Blinking Green: Normal Steady Red:Alarm Accessories BG-TR ring. Switch: Single pole, single throw(SPST)normally open (N/O) Optionaltiona btrim ring. switch which closes upon activation of the pull station SB-I/O box This document is not intended to be used for installation purposes.We try MADE IN AMERICA SILENT to keep our product information up-to-date and accurate.We cannot cover 41.0 KNIGHT all specific applications or anticipate all requirements.All specifications are FORM#350135 Rev C subject to change without notice.For more information,contact Silent ©2013 Honeywell International Inc. by Honeywell Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support, Please call 800-446-6444. www.silentknight.com ,, r "4 SENSEOMR- ,,i,- - Ili' , tP Selectable-Output Horns, Strobes, and 4. Horn Strobesf,,,,,. Er: E. ,,,_ ,,,,:; ..A . . , , . .. , A ,., SpectrAlert®Advance selectable-output horns,strobes, = and horn strobes are rich with features guaranteed to �� cut installation times and maximize profits. SPFKirtiert ' E v A Iti c %, Features The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns,strobes,and horn strobes in the industry. • Plug-in design with minimal intrusion into the back box With white and red plastic housings,wall and ceiling mounting •Tamper-resistant construction options,and plain and FIRE-printed devices,SpectrAlert Advance can •Automatic selection of 12-or 24-volt operation at 15 and 15/75 meet virtually any application requirement. candela •Field-selectable candela settings on wall and ceiling units:15,15/75, Like the entire SpectrAlert Advance product line,horns,strobes, 30,75,95,110,115,135,150,177,and 185 and horn strobes include a variety of features that increase their application versatility while simplifying installation.All devices • Horn rated at 88+dBA at 16 volts feature plug-in designs with minimal intrusion into the back •Rotary switch for horn tone and three volume selections box,which make installations fast and foolproof while virtually •Universal mounting plate for wall and ceiling units eliminating costly and time-consuming ground faults.Furthermore, •Mounting plate shorting spring checks wiring continuity before auwiringiversal continuity otig plate with an re tee device on boardled,protectingshorting pri ng dev tests ces device installation from damage. •Electrically compatible with existing SpectrAlert products •Compatible with MDL sync module In addition,field-selectable candela settings,automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with three volume selections enables installers to easily adapt devices to suit a wide range of application requirements. Agency Listings VP SIGNAlNs ( )) al MEA ial LISTED wanovo approved 712255-16 :.18868(8inasooebse,s) 3023572 MEA452-05-E chime strobes) 54011(chimes,hom motes.horns) 7135-1653189(horns,chimes) 55512(strobes) SpectrAlert Advance Specifications Architect/Engineer Specifications General SpectrAlert Advance horns,strobes,and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x 17/s-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync-Circuit"Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync-Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30, 75,95,110,115,135,150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall e wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three-pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 411/16x 4"/5 x 2'/s-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z (class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Physical/Electrical Specifications. Standard Operating Temperature 32°F to 120°F(0°C to 49°C) Humidity Range 10 to 93%non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR' Operating Voltage Rangel 8 to 17.5V(12V nominal)or 16 to 33 V(24V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling-Mount Dimensions(including lens) 6.8-diameter x 2.5-high(173 mm diameter x 64 mm high) Wall-Mount Dimensions(including lens) 5.6"L x 4.7"W x 2.5"D(142 mm Lx 119 mm W x 64 mm D) 5.6"L x 4.7"W x 1.3"D(142 mm Lx 119mmWx33mmD) Horn Dimensions Wall-Mount Back Box Skirt Dimensions(BBS-2,BBSW-2) 5.9"L x 5.0"W x 2.2"D(151 mm L x 128 mm W x 56 mm D) Ceiling-Mount Back Box Skirt Dimensions(BBSC-2,BBSCW-2) 7.1"diameter x 2.2"high(180 mm diameter x 57 mm high) Wall-Mount Trim Ring Dimensions(sold as a 5 pack)(TR-HS,TRW-HS) 5.7"L x 4.8"W x 0.35"D(145 mm L x 122 mm W x 9 mm D) Ceiling-Mount Trim Ring Dimensions(sold as a 5 pack)(TRC-HS,TRCW-HS) 6.9"diameter x 0.35"high(175 mm diameter x 9 mm high) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,5,PC,and SC products will operate at 12V nominal only for 15 and 15/75 cd. A05-0345-007 UL Current Draw Data UL Max.Horn Current Draw(mA RMS) UL Max;Strobe Current Draw(-ARMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts DC FWR Standard 15 Candela DC FWR DC FWR Sound Pattern dB DC44 FWR 75 123 128 66 71 Temporal High 57 55 69 Candela Range 15/75 142 148 77 81 Temporal Medium 49 58 69 38 44 44 48 Temporal Low 30 NA NA 94 96 75 75 NA NA 158 153 Non-temporal High 57 56 69 95 NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 500 Coded High 57 55 69 115 NA NA 210 205 Medium 44 51 56 69 High 135 NA NA 228 207 Coded Low 40 526 69 Candela Range 150 NA NA 246 220 Coded 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 137 147 79 90 107 176 194 212 218 Temporal High 144 69 80 97 157 182 201 21.0 132 Temporal Medium 154 . 179 198 207 Temporal Low 132 143 66 77 93 100 116 176 201 221 Non-Temporal 229 emporal High 141 152 91 2071 2162 . Non Temporal.Medium 133 145 75 85 102 163 187210 Non-Temporal Low 131 144 68 79 96 156 182 201 FWR Input 168 190 210 218 136 155 88 97 112 Temporal High 129 152 78 88 103 160 184 202 206 Temporal Medium , 194 201 Temporal Low 129 151 76 86 101 160 1 181 203 221 Non Temporal High 142 161 103 112 12616 1661 21039 208122929 Non Temporal Medium 134 155 85 95 Non Temporal Low 132 154 80 90 105 161 184 202 211 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,High Candela Range(135-185 cd) 16-33 Volts 16-33 Volts 85 1 7 50 35 1 17 DC Input 135 150 177 185 FWR Input 1 1 215 151 1277 185 Temporal High 245 259 290 297 Temporal High Temporal Medium 235258 253 288 297 Temporal Medium 209 224 250 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non Temporal High 255 270 303 309 Non Temporal High 233 248 275 281 Non Temporal Medium 242 259 293 299 Non Temporal Medium 219 232 262 2667 Non Temporal Low 238 254 291 295 Non Temporal Low 214 229 256 Horn Tones and Sound Output Data Horn and Horn Strobe Output(dBA) 8-17.5 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 89 4 Non Temporal High 82 82 88 88 93 92 100 100 5 Non Temporal Medium 78 78 85 85 90 90 98 98 6 Non Temporal Low 75 75 81 81 88 84 96 92 7+ Coded High 82 82 88 88 93 92 101 101 Bt Coded Medium 78 78 85 85 90 90 97 98 9i Coded Low 75 75 81 81 88 85 96 92 +settings 7,8,and 9 are not available on 2-wire horn strobe. 505-0395-007 SpectrAlert Advance Dimensions 6.8' e•--4.7' 2.5'--r Dia. l 1���1 lb ^` lig IWO �1 ��_ ;r • �,, 2.15. 5.6' %' 111W1111 1111 Wail-mount horn strobes Ceiling-mount horn strobes 7.1' N'2.25"+I 5.05,-11«•2.231 /' "� Dia. I C_� 1 1 — /POo04\\ t II I oil, wHI . c O 0 - 0 I t \ / c Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Model -Description Model Description Wall Horn Strobes Ceiling Strobes P2R*t 2-Wire Horn Strobe,Standard cd$,Red SCR Strobe,Standard cd,Red P2RH* 2-Wire Horn Strobe,High cd,Red SCRH Strobe,High cd,Red P2W* 2-Wire Horn Strobe,Standard cd,White SCW* Strobe,Standard cd,White P2WH* 2-Wire Horn Strobe,High cd,White SCWH Strobe,High cd,White P4R* 4-Wire Horn Strobe,Standard cd,Red Horns P4RH 4-Wire Horn Strobe,High cd,Red HR Horn,Red P4W 4-Wire Horn Strobe,Standard cd,White HW Horn,White Wall Strobes Accessories iraul+ SR*t Strobe,Standard cd,Red BBS-2 Back Box Skirt,Wall,Red SRH*t Strobe,High cd,Red BBSW-2 Back Box Skirt,Wall,White SW* Strobe,Standard cd,White BBSC-2 Back Box Skirt,Ceiling,Red SWH* Strobe,High cd,White BBSCW-2 Back Box Skirt,Ceiling,White Ceiling Horn Strobes TR-HS Trim Ring,Wall,Red PC2R* 2-Wire Horn Strobe,Standard cd,Red TRW-H5 Trim Ring,Wall White PC2RH 2-Wire Horn Strobe,High cd,Red TRC-HS Trim Ring,Ceiling,Red PC2W*t 2-Wire Horn Strobe,Standard cd,White TRCW-HS Trim Ring,Ceiling,White PC2WH* 2-Wire Horn Strobe,High cd,White PC4R 4-Wire Horn Strobe,Standard cd,Red PC4RH 4-Wire Horn Strobe,High cd,Red PC4W 4-Wire Horn Strobe,Standard cd,White Notes: *Add"-P"to model number for plain housing(no"FIRE"marking on cover),e.g.,P2R-P. t Add"-SP"to model number for"FUEGO'marking on cover,e.g.,P2R-SP. t"Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that Include 135,150,177,and 18S candela settings. �� ✓- S/E� 02009 System Sensor . 3825 Ohio Avenue•St.Charles,IL 60174 Rodua specifications subject to change vathout nonceMse systemsensorcom for �_/ current idormat5-0 including5-007•the .112test version of this data sheet `\�J''J 5EII§OR` Phone:800-SENSOR2•Fax:630-377-6495 A05-0395-007.4/09•R2132 1/2 TO 6 HP INDOOR & OUTDOOR CONDENSING UNITS Performance Data - Low Temperature Models - Hermetic Compressors R404/507 Capacity=BTUH @ 90°F. Ambient.% Suction Temperatu_re °F-.- 0 Model; Compressor _= 0°F , 5°F: -10°F _` 20°F -25°F -30°F- BH*011L6 CF04K6E - 7484 6624 5765 4090 ' 3293 2536 BH*014L6 CF06K6E 10610 9460.. .. --- .-8340 -16220 - . 5250 --4340 .. BH*025L6 CF091C6E 17940 15970 14050 10400 8700 7130 BH*031L6 CF12K6E 20793 18889 16931 12938 10952 9009 R404/507 Capacity BTUH;@ 95°F. Ambient L Suction Temperature °F Model _ Compressor 0°F -5°F -10°F _ -20°F 25°F -30°F BH*011L6 CF04K6E 6930 6109 5289 3684 2919 BH*014L6 CF06K6E. 9980 8870 7790- 5 40• 4810 3'402196 BH*025L6 CF09K6E 16870 . 14990 . 13150- 9650 8040 656Ill0 : . i o: ' 7: 5'1 1 i i .: R404/507 = Capacity_BTUH:@ 100°F Ambient°/ Suction Temperature °F. Model Compressor 0°F -5°F. 10°F. -20°F -25°F. -30°F. BH*011L6 CF04K6E 637.9 5597 4814 3281 2549 1856 - BH*014L6 • CF06K6E 9360 8280 7230 5270 4370 3550 . BH*025L6 CF091C6E• 15810 14000 12240 8910 7390 6000 BH*031L6 CF12K6E 18410 16681 14892 11206 9354 7530 R404/507 = Capacity_ BTUH @ 110°F Ambient/ Suction Temperature °F.- Model Compressor = 0°F. _ -5°F 10°F: -20°F -25°F. 30°F. BH*011L6 CF04K6E 5288 . 4581 3872 2477 1809 n/a BH*014L6 CF06K6E 8130 7110 6130 4310 3500 . 2770 BH*025L6 CF09K6E 13680 12050 10440 7440 6080 4850 BH*031L6 - CF12K6E 16056 14500 12875 9490 7770 6061 . Unit Specifications - Hermetic Compressors - Connections Receiver : - Dimensions Ship Sound Ma�e1 Fig _ (ID) 90%Full D W H Wt Data • Number ""•. ++ ' Compressor Liquid Suction'_ " Lbs. . Fan(s)- `In. In. In. Lbs. dbat BH*005H2 A ART82C1 3/8 1/2 . 6 1 2:.25.. 23.75 17.25- : 167 -. 67 • BI1*008H2 A RRG-0100 3/8 1/2 6 - 1 1 28.25; ;23.75 17.25 173 - ' . 68 r-' BH*010H2 A RS70C1 3/85/8 - 6 1 28.25 `23.75. _17.25 172 68 -• BH*015H2 B CRA-0150 3/8 5/8 10 2 2825 37.75• 17.25 . 223 71 BH*020H2 B CCRD=0200 3/8 7/8 10 2 2825 37.75 17.25 ?.25 72 .--4 BH*029M2 C CRJ-0300 1/2 .'7/8 16 2 28.25 37.75 19.75 246 72 BH*030H2 D CRJ-0300 . 1/2 7/8 22 1 30.25 • 423 29.75 311 73 BH*040H2 D CRM-0400 1/2 1-1/8 22 1 30.25 42.5 29.75 319 73 .BBB* D CRN-0500 1/2 1-1/8 22 1. 30.25 42.5 29.75 .333 75 • BH*005X6 A RS43C1E 3/8 112 5.5 1 28.25 23.75 17.23 176 68 'BH*008X6 A RS55C1E 3/8 1/2 5.5 1 28.25 23.75 17.25 176 68 BH*009X6 A RS64C1E - 3/8 5/8 53 1 28.25 23.75 17.25 179 68 BH*010X6 A RS70C1B 3/8 5/8 5.5 1 28.25 23.75 17.25 173 68 BH*015X6 B CS10K6E 3/8 5/8 9 2 28.25 37.75 17.25 230 71 BH*020X6 B CS 1286E 3/8 7/8 9 2- . 28.25 3775 1725 230 73 BH*025X6 B CS14K6E 3/8 7/8 9 2 28.25 37.75 17.25 231 74 BH*030X6 D CS18K6B 1/2 7/8 20 1 30.25 42.5 29.75 314 73 BH*032X6 D CS20K6B 1/2 7/8 20 1 30.25 42.5 29.75 315 76 BH*040X6 ..D •CS27K3E 1/2 1-1/8 20 1 30.25 42.5 29.75 315 73 BH*050X6 - D , CS33K3E 1/2 1-1/8 20 1 30.25 42.5 29.75 319 73 • BH*011L6 A CF041C6E 3/8 5/8 5.5 1 28.25 23.75 17.25 166 73 BH*014L6 A CF06K6E 3/8 5/8 5.5 1 28.25 23.75 17.25 197 73 BH*025L6 B C.FO9K6E 3/8 7/8 9 2 28.25 37.75 17.25 259 76 BH*031L6 C CF12K6B 1/2 7/8 14 2 28.25 37.75 19.75 260 77 =T for Outdoor,N for Indoor,B for Bohnmizer,M for Beacon • ++=See back page for details f=Estimated-soundpressurevalues are 10 feet from the unit.For estimating sound pressure from the unit at I. different distances,deduct the following from the unit values:20feet,deduct 6 dba.....for 40 feet,deduct 12 dba for 80 feet,deduct 18 dba. • This data Is typical of"free field"conditions for horizontal air cooled condensing units at the outlet of the discharge airThe actual sound measurements may vary depending on the condensing unit installation. Factors such as reflecting walls,background noise and mounting conditions may have a significant Influence on this data. 0 • 8 . C7-27-15 Hi Robert, The dish washer hood is getting it's make up air through the economizers on the rooftops. We want a slight negative between the kitchen and the main areas. The total CFM includes fresh air per person on rooftops. Any questions let me know Jerry Elert ,f/uy f -i r su-e57,' 7L) $, ? �460-S4 ecY•11- 6re� o-pTc A-r C/2 - �'Gq- 0330 Construction Mechanical Services 1875 Buerkle Road White Bear Lake MN. 55110 Phone: 651-770-8995 Fax: 651-70-8779 77/ e p4 v - 2- ¢?09 5-4-7)(--wl_.....4 Jet (ietf.Z- _,_ p avr - 3 if-34w o D 3...,, ... - /zzZ LV , � ._ __ -:o �c �Vis . ���,. htv �,. a ,n!n■n■u■ __. _m i 'i��I' y ►I 62 ft80 i • /1 -h ixifivief2w. ii 5....<4,7 .. _ tilia..A__- i ...4'0........,______ 2 -Loo-z __. _ _ : 4. :......„\\ Low 0 '4 .-1 Nk .--5<0 fitoviAso 0 e"---- R 7-1 <(1 al-, iii-d)\i\fki\-1C) C4-46 40(4, %Xi scer , , .),io or- , t , i 4...46, ift.51.......c . ‘‘.., I 1'''''.'m--A-'''-''-'.''' ' ''''.''' '' , (A)*111". - .5 cr-ay.\ rqn-- 60. (e<cat--ot...4, r__.‘L, , ______ t f Bob Hutchins From: Bill Kranz <bkranz2478@gmail.com> Sent: Wednesday,July 29, 2015 3:40 PM To: Bob Hutchins; Paul Baumgartner Cc: Jim Hansen; Chris Winkelman; melboxl@aol.com Subject: Charlies rain leader pipe engineering Attachments: I24614750.48830.PDF Bob See attached letter with regard to structural review Begin forwarded message: From: "Seth McClurg" (c� <smcclurqselecttrusses.com> Date: July 29, 2015 3:22:48 PM CDT To: <bkranz2478@gmail.com> Cc: <chrisw@simonson-lumber.com>, "Nick Werder" <nwerderc selecttrusses.com> Subject: 48830 Charlie's Port Bill, here is a seal showing A1GR works w' no •air required carrying drain pipe loads. Call me if you have questions but NO repai s required. „-----2 Thanks, Seth . 4cCCurg I Truss Design 975 Industrial Drive I PO Box 153 West Salem,WI 54669 Direct Phone&Direct Fax:608-960-4230 Main: 800-873-2680 Website I Email Ai irfIP 444 staToo,Aski, L .r,Inc Nat MO ST M.TittS t Bill Kranz Project Manager 612-270-1506 1 �\ tel• . mt, MiTeke MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 48830 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Select Truss&lumber,Inc.. Pages or sheets covered by this seal: 124614750 thru 124614750 My license renewal date for the state of Minnesota is June 30,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Engineer under the =ws of the Sta-• 'mnesota. EVEN E.FOX DATE REG.NO,21980 July 29,2015 Fox,Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • Job Truss Truss Type Qty Ply 124614750 ROOF SPECIAL Al GR-R2 1 1Job Reference(optional) Select Truss&Lumber,Inc, West Salem,WI 546697.630 s Jul 28 2015 MiTek Industries,Inc. Wed Jul 29 13:32:37 2015 Page 1 ID:Ibz30d_YaW02FjzDz92LgjzSghv-VrYzjFHyPGdIbtJA04PVNQycwxiZ5Gk,ROeQHLytBcu - - 6-10-10 6-10-10 6-9-10 6-6-10 -10-8 3-0-0 3-0-0 -10-8 6-6-10 6-9-10 6-10-10 6-10-10 Scale=1:110.6 0.25 h 6x8= 6x8= 5x6= 4x5= 4x8= 4x8= 4x5=5x6= 4x10 = 6x8= 4x10 = 11 35 36 37 12 3 9 40 1g 41 12.00 12 3 26 27 4 28 29 30 5 31 g 32 733 8 9 34 10 N 8 su ra '-• :: d 58 18 63 16 65 66 67 68 69 1 - 25 46 48 2319 50 51 52 3g 55 54 56 5 1 20 59 1%0 61 62 17 64 42 43 44 45 47 24 405= 5x8= 7x8= x 4x5 = 512 = 4x8 = 7x8= 5x8= 5x6= _ 4x8= 5x6= 5x6 5a-0-0 1-10.8 22-1-62880 2 0 35-10-10 49.-14 49-114 56-1-8 517-11-81 o-o- fi�rr[�-} j 429-4 6-9-10 0.7-0 6-510 1-1� 0-0188 1- I 6-9-6 66-14 I 610-10 [ 6-410 0.6-V 6-10-10 6-10-10 0.0-8 1-10.0 8 Plate Offsets(X,2/)-- (0.3 0] 4:Edge.0[3:0-5-8,0-3-0], 5-8,0-OL[4:0-3-7,0-2-0], 8 0-2-81.0 f1 SA[2-8.0-2,012123:072-8.0-2--1.[25:0-3-8.0-2-811,[8: 1,[9:0-2-7,0-2-11,[11:0-2-7,0-2-0],[12:0-3-7,0-2-0],[13:0-5- 4-21 LOADING(psf) DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 38.5 SPACING- 1-0-0 CSI. >973 240 MT20 197/144 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.35 23Vert(TL) -0.32 23 >999 180 (Ground Snow=50.0) Lumber DOL 1.15 BC 0.31 TCDL 10.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.04 21 n/a n/a Weight:289 lb FT=20% BCLL 0.0 Code IBC2006/TPI2002 (Matrix) BCDL 10.0 BRACING- TTOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins. BOOMBER•T CHORD 2x6 SPF 1650F 1.4E No.2BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SPF 1650F 1.4E WEBS 1 Row at midpt 5-22,7-21 WEBS 2x3 SPF No.2`Except' 4-25,8-21,12-16:2x4 SPF No.2,7-21,9-21:2x4 SPF 1650F 1.4E WEDGE Left:2x8 SP 2400F 2.0E,Right:2x8 SP 2400F 2.0E REACTIONS. All bearings 0-7-4 except(jt=length)21=0-5-8. (Ib)- Max Horz 2=-46(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 2=-196(LC 7),21=-337(LC 6), 16=-184(LC 11),14=-129(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 2=621(LC 2),21=1180(LC 3), 16=602(LC 16),14=402(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 6, TOP CHORD 2-3=-632/247, 29-30=-2148/388,30-315/326, 7121428/387,5-311-2$125,/387,5-32=-1354/249,18/325, 6-32=-1356/248,6-33=-1356/248,7-33=-1359/247,7-8=-258/1113,8-9=-258/1113, 9-34=-475/577,10-34=-471/578,10-35=-471/579,11-35=-469/578,11-36=-442/218, 36-37=-439/218,37-38=-439/218,12-38=-436/219,12-39=-51/322,39-40=-50/322, 40-41=-50/325,13-41=-50/326 BOT CHORD 2-42=-269/388,42-43=-269/388,43-44=-269/388,44-45=-269/388,45-46=-269/388, 46-47=-269/388,25-47=-269/388,25-48=-319/1716,48-49=-319/1716,49-50=-319/1716, 24-50=-319/1716,23-24=-319/1716,23-51=-377/2147,51-52=-377/2147, I certify that this plan,speci- 52-53=-377/2147,53-54=-377/2147,22-54=-377/2147,22-55=-233/1356, I`rce Herebyeb,or was by 55-56=-233/1356,56-57=-233/1356,57-58=-233/1356,21-58=-233/1356,20-21=-578/471, me or under report directapreparedepareby 20-59=-578/471,59-60=578/471,19-60=-578/471,19-61=-218/439,61-62=-218/439, and I am a duty Licensed soon 62-63=-218/439,18-63=-218/439,17-18=-324/110,17-64=-324/110,64-65=-324/110, andthat er wide Pro- 16-65=-324/110 o- ws 1-25=-251/1398 7/513, of a State of c,.1,'es- WEBS 8-21=_301/109,9-21=-1137/287,1=-413/48, 1 19-373/57,11-18=-277/29,12-18/184, 7199/798, 12-16=-565/65,13-16=-251/200 STEVEN E.FOX NOTES- (12) 1)Wind:ASCE 7-05;90mph;TCDL=3.0psf;BCDL=3.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 REG.N0. 2198Q DATE 2)TCLL:ASCE 7-05;Pg=50.0 psf(ground snow);Pf=38.5 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 July2 98 015 3)Unbalanced snow loads have been considered for this design. Continued on page 2 1mi1 meo A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. R on rs shown,and is for an Aliparametersresponsibility onent. of design and proper incorporationith MiTek connectors.This design based of component is of building designer-individual designer Bracing Applicability shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 14. Chesterfield,MO 63017 fabrication. Information contlable from Truss,delivery, ete a ectie.and N.Lee Street,bracing, consult sulte 312NSI/TPI1 Quality Criteria, 23eri,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 • Job Truss Truss Type Qty Ply 124614750 48530 A1GR-R2 ROOF SPECIAL 1 1 Job Reference(optional) Select Truss&Lumber,Inc, West Salem,WI 54669 7.630 s Jul 28 2015 MiTek Industries,Inc. Wed Jul 29 13:32.37 2015 Page 2 ID:Ibz3od_Yaw0?FjzDz92Lq zSghv-VrYzjFHyPGdIbtJAo4PVNQycwxiZ5Gk?RoeQHLytBcu NOTES- (12) 4)N/A 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint 2,337 lb uplift at joint 21,184 lb uplift at joint 16 and 129 lb uplift at joint 14. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)97 lb up at 1-10-8,22 lb down and 23 lb up at 4-0-12,22 lb down and 23 lb up at 6-0-12,22 lb down and 23 lb up at 8-0-12,22 lb down and 23 lb up at 10-0-12,22 lb down and 23 lb up at 12-0-12,22 lb down and 23 lb up at 14-0-12,22 lb down and 23 lb up at 16-0-12,22 lb down and 23 lb up at 18-0-12,22 lb down and 23 lb up at 20-0-12,22 lb down and 23 lb up at 22-0-12,22 lb down and 23 lb up at 36-0-12,22 lb down and 23 lb up at 38-0-12,22 lb down and 23 lb up at 40-0-12,22 lb down and 23 lb up at 42-0-12,22 lb down and 23 lb up at 44-0-12,22 lb down and 23 lb up at 46-0-12,22 lb down and 23 lb up at 48-0-12,22 lb down and 23 lb up at 50-0-12,22 lb down and 23 lb up at 52-0-12,and 22 lb down and 23 lb up at 54-0-12,and 97 lb up at 56-1-8 on top chord,and 49 lb up at 1-10-8,36 lb up at 2-0-12,36 lb up at 4-0-12,36 lb up at 6-0-12,36 lb up at 8-0-12,9 lb down and 19 lb up at 10-0-12,36 lb up at 12-0-12,36 lb up at 14-0-12,36 lb up at 16-0-12,36 lb up at 18-0-12,36 lb up at 20-0-12,36 lb up at 22-0-12,36 lb up at 24-0-12,36 lb up at 26-0-12,36 lb up at 28-0-12, 36 lb up at 30-0-12,36 lb up at 32-0-12,36 lb up at 34-0-12,36 lb up at 36-0-12,36 lb up at 38-0-12,36 lb up at 40-0-12,36 lb up at 42-0-12,36 lb up at 44-0-12,36 lb up at 46-0-12,36 lb up at 48-0-12,36 lb up at 50-0-12,36 lb up at 52-0-12,36 lb up at 54-0-12,85 lb up at 56-0-12,42 lb down and 9 lb up at 3-8-0,42 lb down and 9 lb up at 6-10-0,42 lb down and 9 lb up at 13-2-0,42 lb down and 9 lb up at 16-4-0,42 lb down and 9 lb up at 19-6-0,and 42 lb down and 9 lb up at 22-8-0,and 42 lb down and 9 lb up at 25-10-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 12)The component design assumes trusses will be suitably protected from the environment and any adverse contaminants in accordance with ANSI/TPI1. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-49,3-8=-49,8-13=-49,13-15=-49,2-14=-10 Concentrated Loads(Ib) Veil:6=23(F)10=23(F)13=97(F)24=33(F)3=97(F)22=33(F)7=23(F)9=23(F)19=33(F)17=33(F)20=33(F)26=23(F)27=23(F)28=23(F)29=23(F)30=23(F)31=23(F) 32=23(F)33=23(F)34=23(F)35=23(F)36=23(F)37=23(F)38=23(F)39=23(F)40=23(F)41=23(F)42=71(F)43=-42(F)44=33(F)45=33(F)46=-42(F)47=33(F)48=-9(F) 49=33(F)50=-42(F)51=-9(F)52=33(F)53=-42(F)54=33(F)55=-42(F)56=33(F)57=-9(F)58=33(F)59=33(F)60=33(F)61=33(F)62=33(F)63=33(F)64=33(F)65=33(F) 66=33(F)67=33(F)68=33(F)69=71(F) f f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITA' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY' R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 . wp yg .-7. H _c- . D m D ii ' ' rD n. 9 .43 w.. f7 nSG�c p-Z 4 ' � O '^ C 0 A D O m5 <0DnDy _ Z = . Z N mp°00Qop coca 3 —a0"5 3o3 mo om -. Q5o a QDgon y oaop 0n mmo.o 0 nc xa O moa= m < 0= cam° mA a� Dmm v 0 a0 a0 „•_, ,„.1.-,,_ ,,,D 7'O > cp :^ 3 - '9. o Q3 ° of —� 0 7 a- � _ c° C a (n _ -< N'Q� mi a(OQjO -c� 03000 fl-cp3� 30Q � o• gfl;0 N 0. O c° �300 m 14__ 0 N n (� cD� O n 3 N 'c, O n cn0,0 n 7 c° p n Q p �� Z 0 O C (D N Q n -,. g-'Q a0 1 cp Qan �o• - Q Q as . Np'n N Q 000nO -Di Q �� cQ oQQnD 0- C)'O 00,0 , 3 H7Q 0 CL 04.00. 2, . O n -i•n.0 3 u (0 - O c° ,•• m O (s, c ? N _.a Z QQ � (� c(OO � c° �' � 3 y X03 7< ^ 3 ^ 0 3u,,? • c cpQ OO � CD � N (O n , �•QN c -.0 0 a • 2x' a ( Q cN (� n0,� CD o5. ' K.1 • �.n•Q 0 p0 `” O n pc30- p ONcN _,a x O ^ 0 O ^ m m N n m _ _ b- , TOP CHORD �A ,_O � rn ma mcg Z cgC 4 _ ovcJ1 A n HN ~va (° N T 0 ~ m Z m m O` �• ,-p(n p f7 � O �G) n �' � A c0 N- y O a m �z a O co 0 N N .. D fn H H> 0 Cr n (3," rn a X. ,=1 ® Q Nal D (n rn -0 m n �% O v Ac kj A a —6 �■ z zT ii i VIP m m Om cA N aD zg Nmv 3 O u,'. H 7CCIpir a o\ N 07, P 3 N m O 6' CT MET/ A m TOP CHORD a N R F c T 6 0o V O. Cn A 5-‘-' N J0 71 D O �O 0 FT.' (n A W N O Q >0 ,-7,.0a3 W 00C N '00 0 ORO a0 -OAC 72 n30 ,j 33 30 00 '9 n 0av '' Z R-3 g.:=,, 0.D (n a_<. <(D0_,,, 0 0 0.0 0 (D O (DCD (1 50 C -� m 0 (D 00 O.5 p a C, °am (D a 5 a CD n.° 0.=� nm 303 0 =o mfl' 0 0 °o<- 0 < 0', ° (p O- 0 - vo ° m• , o go rat - 3 coo CCD,° m'- m7cccoo am 0o <� (0a 0 ,-(9 0: 3m (a2ca Eo C (/.�] C n-=‹a 0 (3D N a 0 2 0 3 Ea P-13 c 0_7(2 P. -•" 0-., : _.-8 (D 3 O 2, O-aa 3 3'' 00 0 0 C 0 -a Y• 3� N O .lN V7 N flN m )(la) 7c Np �0a = N �� O 1 M °o a 0 8C ma 3m oC0 0• ?� m .,.-_•,- am0''°-3 6a O O N 3or 0- < (D� 7 m 3 a O .0 0_-`N a -� (9 a 0 Fp. O 0 S 0' 7,C„ _ -a — nc mo o--m o g.g ° om. o� a c� ° "2 ga C °�o a<g ° 0c3 om 89 5g m- C.1O M Hfl m„ moa ca m ca O0 3Q asc -0 a°- n L7,5- - me as 3° tea ._n O n 0c uqi c < 0 � � -c m m (fly 0'm a° _ /�m 3 0.3 N cD 0 0 (D O. a 0 yO _ O Nf QQ3 m m c0 o mm (O o- o'o? Z °m =c ,,oN 0 a(5' - aooa „ o 5 Q a R 0'^ O 0 a O ND N n a 3 N 2° • 0(c <7 0 O D a v `^ p,' an 0'(0 <N Q my 0 -m =.00 0 -° 0 0(0 ° 0 �• mg -= sO �g 7.aa - o o0 00 9 .Co /� 0 - — ° CS .CDD a N 0 • fl a 37 °j Q °.7 Ma o o o o - aj o 07 QO /� n 1"c I1fl m _a fl ? a ' 0 `0' �V O° O N D3 a = O:'2 aa'- If ,,,-c, j N CD N 0 N 0 a W Ng, N 73 g.6 O.c (4 e-5- ° 0 0 3 < 0 Z 3g `lO 3 m rt N _ Fire Protection by Computer Design FRONTIER FIRE PROTECTION 75 County Road B East Your Street Address 2 Little Canada, MN 55117 651-489-1200 Job Name Charlie's on Prior Building : New Wood Construction Building Location : 3950 Green Heights Trail SW, Prior Lake, MN 55372 System : 1 Contract : 1215024 Data File : Charlie's on Prior 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FRONTIER FIRE PROTECTION Page 1 Charlie's on Prior Date 7-8-2015 Hydraulic Design Information Sheet Name - Charlie's on Prior Date - 6-2-2015 Location - 3950 Green Heights Trail SW, Prior Lake, MN 55372 Building - New Wood Construction Building System No. - 1 Contractor - Frontier Fire Protection Contract No. - 1215024 Calculated By - Dave Gazda Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Varies Occupancy - Restaurant S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 901 System Type Sprinkler/Nozzle Density - .15 ( ) Wet Make Tyco D Area Per Sprinkler - 130 (X) Dry Model TY-FRB E Elevation at Highest Outlet - 19' ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - 250 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - N Note 34.28 Safety Calculation Flow Required - 440.234 Press Required - 50.116 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6-30-2015 Cap. - T Time of Test - 9:30 AM Rated Cap.- Elev.- E Static Press - 85 @ Press - R Residual Press - 80 Elev. - Well Flow - 1380 Proof Flow S Elevation - U P Location - 3950 Green Heights Trail SW at site. P L Source of Information - City of Prior Lake Water Dept. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf T A ( ) Mult. Row ( ) Non 0 C ( ) Open Shelf R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 O N • ao rnMo Mo • • N f,- NNS NN 00c0LC)�� a)a) r_t°N`d'M a3 a3 .. .. .. .. .. .. d 0 a) = c O2-Oa) c(ia. c0 c • O 0E EE 03 CU03CDa)a? (a I I I 0 , w CONN OM 03 (0000200) E a) 0 1-- co 0 M O . O Q O V) (o D Z L. E a3 V c N 0 v a) m 0 ct 0 C .-. 0 v N ' co (( o• O< I CNZ T (n 0 E LL Cr) d • Oa) • O 5 OC. • ,- E 0 0 • O 0 O nOCO CO • CO ( COa04-- Z .. „,• ., _0 z H N o : 0 w ry 2 0 N : coo 00 °2co aLL' = fx ?''d N 03 d >+ w `p 3 N 0 N G : OV 0.. V- d a) . i : 0 CO W 0 �UU0 N 0 • 0 (I) z 2 :- 0 0 0 • 0� 0 0 co0N- 0 0 'Cr 0 0 0 a3 0 al X .= U a Ce w cn cn D CC LU CVG g §o Q In 00 o 0 7 k M / ,- o$ -R G /I CL » o 0 CO R (0 / oG N-4 E 2 §R c.-22 0 cCN o10o co�«co co 2O aQ$G 2 00 (0 �3 Coco( % D ± LO c2 CV=%m z E - 2» (Nogg k k / 0C <e2 C ej 2 m @ % $ 2 a) *s n aw �LO»2 � o2 = c o E ƒ > L ,o II § Q >,a j �a 5 = = e d �0 �_�� qC - j .- ■ & cam a) k 2 CV o�\-n-2 > $ @ ±_ ƒ _ $ o ? � ° cZ I § ' a -a & >s - co-2o�mc �k �b ± o - U / » 777 co a _c opo / oC-00CVwo © _@ ° ° g � a) f L § C Q / 2 - Q = / - oC\o(Nn� ° k � % Zr) $ k m f J » $ a E & c c - 2 ® .0 ƒ / # o(N \o1-o# o / a) § � �7 « _ $ / C E03E : 2 ,- k ® _c 75 tet « $ 2 0-E000n £ = a £ C E m2 EE & 5cu c « e 2 » .t , _co ° ° -2 0 $ 2 @ ETA- E— CU R Q)U..1 _ ¥ - @ .• ■ .- o E � 7->.E 2 % £ 2 £ 2 E ® �ID= &a =§ $ 2 � § $ � 0 t2g>® o° 2 ' 2 - 2, R�CLaccn., = e � Q � = _ 22 = '- 2EoOj$§ CWc � 2 = a) ƒ / 2272222 %£ 0) C > 2 2 LL 0- © «®«««< a CO eo ■ � – D ± c =a »o_aa_= E ' u � a)a. o Co �� 0U-�LL� E � = E- © > U) L � &z zzuzzzz E ca . .- o = yo C) I— (u ± = 4-) .E. � Wx (I) IS 0) CO E £ _ D ec ° 7Ek Ef /£ � A EE » � \ N �k0 Q E< cowlo�mw D CI -I ƒ a_ 2 w% /2 k Pressure / Flow Summary - STANDARD FRONTIER FIRE PROTECTION Page 4 Charlie's on Prior Date 7-8-2015 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 201A 19.0 5.6 11.16 na 18.71 0.15 120 7.0 202A 19.0 5.6 10.33 na 18.0 0.15 120 7.0 203A 19.0 5.6 12.28 na 19.63 0.15 120 7.0 204A 19.0 5.6 14.07 na 21.0 0.15 120 7.0 205A 19.0 5.6 17.28 na 23.28 0.15 120 7.0 201 19667.0 -8497.75 na 202 19.667 10.31 na X 19.667 12.02 na 203 19.667 12.69 na 204 19.667 14.56 na 205 19.667 17.94 na 206A 19.0 5.6 14.71 na 21.48 0.15 120 7.0 207A 19.0 5.6 15.0 na 21.69 0.15 120 7.0 208A 19.0 5.6 16.07 na 22.45 0.15 120 7.0 209A 19.0 5.6 18.37 na 24.0 0.15 120 7.0 206 19.667 15.67 na 207 19.667 15.99 na 208 19.667 17.13 na 209 19.667 19.62 na 21 19.667 24.97 na 22 19.667 25.3 na R 19.667 25.43 na LL 8.25 32.88 na TOR 8.25 37.47 na VA 4.166 43.36 na TEE 2.333 48.03 na BASE 1.0 48.61 na 250.0 CITY 0.0 50.12 na The maximum velocity is 19.77 and it occurs in the pipe between nodes 205 and 21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams FRONTIER FIRE PROTECTION Page 5 Charlie's on Prior Date 7-8-2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201A 18.71 1.104 T 6.413 0.666 11.162 K Factor= 5.60 to 120.0 0.0 6.413 -8509.550 201 18.71 0.0901 0.0 7.079 0.638 Vel = 6.27 0.0 18.71 -8497.750 K Factor= 0.20 202A 18.00 1.104 E 2.565 0.666 10.332 K Factor= 5.60 to 120.0 0.0 2.565 -0.289 202 18.0 0.0833 0.0 3.231 0.269 Vel = 6.03 0.0 18.00 10.312 K Factor= 5.61 203A 19.63 1.104 T 6.413 0.666 12.283 K Factor= 5.60 to 120.0 0.0 6.413 -0.289 203 19.63 0.0980 0.0 7.079 0.694 Vel = 6.58 0.0 19.63 12.688 K Factor= 5.51 204A 21.00 1.104 • T 6.413, 0.666 14.067 K Factor= 5.60 to 120.0 0.0 6.413 -0.289 204 21.0 0.1112 0.0 7.079 0.787 Vel = 7.04 0.0 21.00 14.565 K Factor= 5.50 205A 23.28 1.104 T 6.413 0.666 17.276 K Factor= 5.60 to 120.0 0.0 6.413 -0.289 205 23.28 0.1343 0.0 7.079 0.951 Vel = 7.80 0.0 23.28 17.938 K Factor= 5.50 201 18.71 1.442 0.0 20.800 -8497.750 to 120.0 0.0 0.0 8509.260 X 18.71 0.0243 0.0 20.800 0.506 Vel = 3.68 0.0 18.71 12.016 K Factor= 5.40 202 18.00 1.104 E 2.565 11.420 10.312 to 120.0 T 6.413 8.978 0.0 X 18.0 0.0835 0.0 20.398 1.704 Vel = 6.03 X 18.71 1.442 0.0 7.912 12.016 to 120.0 0.0 0.0 0.0 203 36.71 0.0849 0.0 7.912 0.672 Vel= 7.21 203 19.63 1.442 0.0 10.000 12.688 to 120.0 0.0 0.0 0.0 204 56.34 0.1877 0.0 10.000 1.877 Vel = 11.07 204 21.00 1.442 0.0 10.000 14.565 to 120.0 0.0 0.0 0.0 205 77.34 0.3373 0.0 10.000 3.373 Vel = 15.19 205 23.28 1.442 T 7.432 5.375 17.938 to 120.0 0.0 7.432 0.0 21 100.62 0.5488 0.0 12.807 7.029 Vel = 19.77 0.0 100.62 24.967 K Factor= 20.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams FRONTIER FIRE PROTECTION Page 6 Charlie's on Prior Date 7-8-2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 206A 21.48 1.104 E 2.565 1.833 14.710 K Factor= 5.60 to 120.0 T 6.413 8.978 -0.289 206 21.48 0.1157 0.0 10.811 1.251 Vel = 7.20 0.0 21.48 15.672 K Factor= 5.43 207A 21.69 1.104 E 2.565 1.833 15.002 K Factor= 5.60 to 120.0 T 6.413 8.978 -0.289 207 21.69 0.1179 0.0 10.811 1.275 Vel = 7.27 0.0 21.69 15.988 K Factor= 5.42 208A 22.45 1.104 E 2.565 1.833 16.066 K Factor= 5.60 to 120.0 T 6.413 8.978 -0.289 208 22.45 0.1255 0.0 10.811 1.357 Vel = 7.52 0.0 22.45 17.134 K Factor= 5.42 209A 24.00 1.104 E 2.565 1.833 18.374 K Factor= 5.60 to 120.0 T 6.413 8.978 -0.289 209 24.0 0.1423 0.0 10.811 1.538 Vel = 8.04 0.0 24.00 19.623 K Factor= 5.42 206 21.48 1.442 0.0 10.000 15.672 to 120.0 0.0 0.0 0.0 207 21.48 0.0316 0.0 10.000 0.316 Vel = 4.22 207 21.69 1.442 0.0 10.000 15.988 to 120.0 0.0 0.0 0.0 208 43.17 0.1146 0.0 10.000 1.146 Vel= 8.48 208 22.44 1.442 0.0 10.000 17.134 to 120.0 0.0 0.0 0.0 209 65.61 0.2489 0.0 10.000 2.489 Vel = 12.89 209 24.01 1.442 T 7.432 5.375 19.623 to 120.0 0.0 7.432 0.0 22 89.62 0.4430 0.0 12.807 5.674 Vel = 17.61 0.0 89.62 25.297 K Factor= 17.82 21 100.62 2.703 0.0 12.833 24.967 to 120.0 0.0 0.0 0.0 22 100.62 0.0257 0.0 12.833 0.330 Vel = 5.63 22 89.61 2.703 0.0 1.540 25.297 to 120.0 0.0 0.0 0.0 R 190.23 0.0838 0.0 1.540 0.129 Vel = 10.64 R 0.0 2.703 T 18.651 11.417 25.426 to 120.0 0.0 18.651 4.945 LL 190.23 0.0836 0.0 30.068 2.513 Vel = 10.64 LL 0.0 2.703 T 18.651 26.833 32.884 to 120.0 E 9.325 27.976 0.0 TOR 190.23 0.0836 0.0 54.809 4.583 Vel = 10.64 TOR 0.0 2.703 E 9.325 4.083 37.467 to 120.0 Fsp 0.0 9.325 4.769 ** Fixed Loss= 3 VA 190.23 0.0835 0.0 13.408 1.120 Vel = 10.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams FRONTIER FIRE PROTECTION Page 7 Charlie's on Prior Date 7-8-2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn VA 0.0 2.469 2B 14.0 1.833 43.356 to 120.0 S 14.0 28.000 0.794 TEE 190.23 0.1300 0.0 29.833 3.877 Vel = 12.75 TEE 0.0 6.065 0.0 1.333 48.027 to 120.0 0.0 0.0 0.577 BASE 190.23 0.0015 0.0 1.333 0.002 Vel = 2.11 BASE 250.00 6.16 L 12.911 140.000 48.606 Qa =250 to 140.0 T 43.037 60.252 0.433 CITY 440.23 0.0054 G 4.304 200.252 1.077 Vel = 4.74 0.0 440.23 50.116 K Factor= 62.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,.._ t { tilcEl • Worldwide Fire Protection Contacts www.tyco-fire.com Products Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General NOTICE The TYCO Series TY-FRB Sprinklers Description described herein must be installed and , 4:— maintained in compliance with this doc- The TYCO Series TY-FRB,5.6 K-factor, ument, as well as with the applicable Upright(TY313) and Pendent(TY323) standards of the National Fire Protec- ., Sprinklers described in this data sheet tion Association,in addition to the stan- , are quick response,standard coverage, dards of any other authorities having decorative 3 mm glass bulb-type spray jurisdiction.Failure to do so may impair -......."' -,,,:. . 4 sprinklers designed for use in light or the performance of these devices. � y ordinary hazard,commercial occupan- cies such as banks, hotels, and shop- The owner is responsible for maintain- ping malls. ing their fire protection system and " devices in proper operating condition. The recessed version of the Series TY- The installing contractor or sprinkler FRB Pendent Sprinkler,where applica- manufacturer should be contacted with ble, is intended for use in areas with a any questions. £ finished ceiling.This recessed pendent lifit�x sprinkler uses one of the following: • A two-piece Style 15 Recessed Spritnkler if,�� Escutcheon with recessed adjust- ,ment up to 5/8 inch (15,9 mm)from Identification the flush pendent position. Number (SIN) , • A two-piece Style 20 Recessed Escutcheon with recessed adjust- TY313 Upright 5.6K, 1/2"NPT ment up to 1/2 inch (12,7 mm)from TY323 Pendent 5.6K, 1/2"NPT the flush pendent position. The adjustment provided by the Technical Temperature Rating Escutcheon reduces the p accuracy to which the fixed pipe drops Data 135°F(57°C) to the sprinklers must be cut. 155°F(68°C) Intermediate level versions of Series Approvals 175°F(79°C) p UL and C-UL Listed 200°F(93°C) TY-FRB Sprinklers are described in 286°F(141°C) Technical Data Sheet TFP357. Sprin- FM, LPCB,and VdS Approved kler guards and shields are described CE Certified Finishes in Technical Data Sheet TFP780. Sprinklers with Polyester Finish are UL Sprinkler:Refer to Table A and C-UL Listed as Corrosion-Resis- Recessed Escutcheon:White Coated, tant Sprinklers. Chrome Plated,or Brass Plated Maximum Working Pressure Physical Characteristics 175 psi (12.1 bar) Frame Bronze 250 psi(17.2 bar)* Button Brass/Copper *The maximum working pressure of 250 psi Sealing Assembly Stainless IMPORTANT (17.2 bar)only applies to the listing by Un Steel w/TEFLON Always refer to Technical Data derwriters Laboratories,Inc.(UL). Bulb Glass Sheet TFP700 for the "INSTALLER Discharge Coefficient Compression Screw Bronze WARNING"that provides cautions K=5.6 GPM/psi112(80,6 LPM/bar112) Deflector Bronze with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 FEBRUARY 2014 TFP172 TFP172 Page 2 of 4 Components: *Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. STYLE 15 or 20 2 - Button 5 - Compression "(11,1 mm 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16 ) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 5 =f 6" III \ _ (11,11 mm) _ II NOMINAL 2" D (1 4 14 MAKE-IN ' (50,8 mm) 1 -�, 2 0 2„ \11_07 1-3/8" II W, 777"' (50,8 mm) (34,9 mm) //J 3 WRENCH I/// 1 /____ FLATS l1 _.r�./.'�v.r. rr/j��G►r 1 t 1/2" NPT** DEFLECTOR* -.---- 2-7/8"(73,0 mm)DIA. --�- CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT(TY313)AND PENDENT(TY323)SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation Installation C' The glass bulb contains a fluid which The TYCO Series TY-FRB,5.6 K-factor, WRENCH RECESS expands when exposed to heat.When Upright(TY313) and Pendent(TY323) (USE ONLY the rated temperature is reached,the Sprinklers must be installed in accor- END"A") fluid expands sufficiently to shatter the dance with this section. �•� glass bulb, allowing the sprinkler to General Instructions activate and water to flow.FIGURDo not install any bulb-type sprinkler if W-TYPE 6 2 the bulb is cracked or there is a loss Design of liquid from the bulb.With the sprin- klerSPRINKLER WRENCH held horizontally, a small air bub- Criteria ble should be present. The diameter WRENCH of the air bubble is approximately 1/16 RECESS The TYCO Series TY-FRB,5.6 K-factor, inch(1,6 mm)for the 135°F(57°C)and tri" f Upright(TY313) and Pendent (TY323) 3/32 inch(2,4 mm)for the 286°F(141°C) Sprinklers are intended for fire protec- temperature ratings. tion systems designed in accordance A leak-tight 112 inch NPT sproinkler joint with the standard installation rules rec- should ig obtained by applying a min- ognized by the applicable Listing or, tmum to maximum torque in 7 to 14 Approval agency(such as, UL Listing ft.-lbs. (9,5 to 19,0 Nm). Higher levels ,�' is based on the requirements of NFPA of torque can distort the sprinkler Inlet ter, 13, and FM Approval is based on the with consequent leakage or impairment PUSH WRENCH requirements of FM's Loss Prevention of the sprinkler. IN TO ENSURE Data Sheets).Only the Style 15 or Style ENGAGEMENT 20 Recessed Escutcheon is to be used Do not attempt to compensate for WITH SPRINKLER for recessed pendent installations. insufficient adjustment in the Escutch- eon Plate by under-or over-tightening WRENCHING AREA eon sprinkler. Re-adjust the position of FIGURE 3 the sprinkler fitting to suit. W-TYPE 7 RECESSED Upright and Pendent Sprinklers SPRINKLER WRENCH The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1.Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. TFP772 Page 3 of 4 Step 3.Tighten the sprinkler into the 2-7/8" DIA. sprinkler fitting using only the W-Type (73,0 mm) 6 Sprinkler Wrench(Figure 2).With ref- erence to Figure 1,apply the W-Type 6 2-1/4" DIA. Sprinkler Wrench to the wrench flats. FACE OF (57,2 mm) Torque sprinklers 7 to 14 ft.-lbs.(9,5 to SPRINKLER 19,0 Nm). FITTING 5/8"(15,9 mm) Recessed Pendent Sprinklers + \ IFLUSH _-----1i The Series TY-FRB Recessed Pendent 3/8±5/16" Sprinklers must be installed in accor- (9,5±7,9 mm) / la • dance with the following instructions. } / IOW Step A.After installing the Style 15 or MOUNTING 1/8 Style 20 Mounting Plate over the sprin- SURFACE _ _ (3,2 mm) kler threads, and with pipe-thread sealant applied to the pipe threads, CLOSURE SERIES MOUNTING 1-3/8"(34,9 mm) hand-tighten the sprinkler into the TY-FRB PLATE 3/4"(19,1 mm) sprinkler fitting. FIGURE 4 Step B.Tighten the sprinkler into the SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) sprinkler fitting using only the W-Type WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 7 Recessed Sprinkler Wrench (Figure RECESSED ESCUTCHEON 3).With reference to Figure 1,apply the W-Type 7 Recessed Sprinkler Wrench /g DIA. to the sprinkler wrench flats. Torque 2_7-7 sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 (73,08 mm) IA Nm). FACE OF 2 1/4" DIA. SPRINKLER -1/4 mIA Step C.After ceiling installation and fin- FITTING ishing,slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- 5/16±1/4" 1/2"(12,7 mm) kler and push the Closure over the (7,9±6,4 mm) FLUSH Mounting Plate until its flange comes inIN contact with the ceiling. - -------1_-1 I ,7 Care and 1 �`MOUNTING 111.101/8" i Maintenance SURFACE (3,2 mm) The TYCO Series TY-FRB,5.6 K-factor, CLOSURE SERIES MOUNTING 1 3/8"(34,9 mm) Upright(TY313)and Pendent(TY323) SERIES PLATE -3/7/8 (34,22,2 mm) Sprinklers must be maintained and serTY-FRB- viced in accordance with this section. FIGURE 5 Before closing a fire protection system SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) main control valve for maintenance WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 work on the fire protection system RECESSED ESCUTCHEON that it controls, obtain permission to shut down the affected fire protection Modified sprinklers must be replaced. standards of any other authorities hav- systems from the proper authorities Sprinklers that have been exposed to ing jurisdiction. Contact the installing and notify all personnel who may be corrosive products of combustion, but contractor or sprinkler manufacturer affected by this action. have not operated,should be replaced regarding any questions. if they cannot be completely cleaned Automatic sprinkler systems are rec- Absence of the outer piece of an by wiping the sprinkler with a cloth or ommended to be inspected, tested, escutcheon, which is used to cover by brushing it with a soft bristle brush. and maintained by a qualified a clearance hole, can delay sprinkler Inspec- operation in a fire situation. Care must be exercised to avoid dam- tion Service in accordance with local The owner must assure that the sprin- age to the sprinklers before,during,and requirements and/or national codes. klers are not used for hanging any after installation. Sprinklers damaged n wrench twist/ objects and that the sprinklers are only slipp,argany sprinkler that has a eporthe like,must be eplaced cleaned by means of gently dusting Alsoreplace with a feather eustert otherwise, non- cracked bulb or that has lost liquid from operation in the event of a fire or inad- its bulb.(Ref.Installation Section.) vertent operation may result. The owner is responsible for the Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- iand maintenance of nspction,testing, sion must be replaced. their efire protection system and devices in compliance with this document, as Automatic sprinklers must never be well as with the applicable standards painted, plated, coated, or other- of the National Fire Protection Associa- wise altered after leaving the factory. tion (e.g., NFPA 25), in addition to the TFP172 Page 4 of 4 P/N* 77 - XXX - X - XXX l i SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS 135 135°F(57°C) PURE WHITE(RAL9010)°° 155 155°F(68°C) 370 5.6K UPRIGHT(1/2"NPT) TY313 3 POLYESTER 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) 371 5.6K PENDENT(1/2"NPT) TY323 POLYESTER *Use suffix"1"for ISO 7-1 connection; 9 CHROME PLATED 200 200°F(93°C) for example,77-370-4-175-I **Eastern Hemisphere sales only 286 286°F(141°C) TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Ordering Warranty Procedure For warranty terms and conditions,visit Contact your local distributor for avail- www.tyco-fire.com. ability.When placing an order,indicate the full product name and Part Num- ber(P/N). Sprinkler Assemblies with NPT Thread Connections Specify:Series TY-FRB Upright or Pen- dent(specify) Sprinkler, SIN (specify), K=5.6,Quick Response, (specify)tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify:Style 15 Recessed Escutcheon with(specify*)finish, P/N(specify*) Specify: Style 20 Recessed Escutch- eon with(specify*)finish, P/N(specify*) *Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2014 Tyco Fire Products,LP. All rights reserved. 'NCO CO TEFLON is trademark of The DuPont Corporation. Fire Protection Products ,, tqco Worldwide www.tyco-fire.com Fire Protection Contacts Products Series DS-3 Dry-Type Sprinklers 11.2K Horizontal Sidewall Standard Response, Extended Coverage General The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Description devices the installing contractor 00 ° ory TYCO Series DS-3 Dry-Type S riners, or product manufacturer with any :: Sprinklers, questions. 11.2K Horizontal Sidewall, Standard Response, Extended Coverage, Series DS-3 Dry-Type Sprinklers must Ordinary Hazard(ECOH)are decorative only be installed in fittings that meet glass bulb automatic sprinklers. They the requirements of the Design Criteria are intended for use in applications section. Installation of Series DS-3 where the sprinklers and/or a portion of Dry-Type Sprinklers in a recessed the connecting piping may be exposed installation will void all sprinkler warran Ph sical Characteristics to freezing temperatures;for example, ties,as well as void the sprnkler's labo Inlet Copper horizontal piping extensions through a ratoryApprovals. P�p� 9 9 Plug Copper wall to protect an unheated area of a Yoke Stainless Steel building. Sprinkler Casing Galvanized Series DS-3 Extended CoverageCarbon Steel Ordinary Hazard Horizontal Sidewall, Identification Insert Bronze Dry-Type Sprinklers are designed for Number (SIN) Bulb Seat Bronze extended coverage use in ordinary hazard occupancies(ECOH)per NFPATY5339 Bulb Glass(3 mm) 13. Compression Screw Bronze Series DS-3 Dry Type Sprinklers Technical Deflector Bronze provide protection of coverage areas up Frame Bronze to 16 ft. x 20 ft. (320 ft2)as compared Data Guide Tube Stainless Steel to standard coverage horizontal Water Tube Stainless Steel sidewall sprinklers having a maximum Approvals Spring Stainless Steel coverage area of 10 ft.x 10 ft. (100 ft2) UL and C-UL Listed Gasketed Spring for ordinary hazard occupancies. Refer to Table A and the Design Criteria Plate Seal Beryllium Nickel section. w/TEFLON NOTICE Maximum Working Pressure Pin Stainless Steel Series DS-3 Dry-Type Sprinklers 175 psi(12,1 bar) Button Spring Stainless Steel described herein must be installed Inlet Thread Connections Helper Spring Stainless Steel this dooccummentt,, as well as with the maintainedin compliance thee 1 Inch NPT Escutcheon Carbon Steel applicable standards of the National ISO 7-R 1 Fire Protection Association(NFPA), in Discharge Coefficient addition to the standards of any other Refer to Table B. authorities having jurisdiction. Failure to Temperature Ratings do so may impair the performance of 155°F(68°C)and 200°F(93°C) these devices. Finishes Sprinkler:Refer to Table E. IMPORTANT Escutcheon: Refer to Table E. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING"that provides cautions with respect to handling and instal- lation of sprinkler systems and components.Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 SEPTEMBER 2014 TFP55O `" TFP550 Page 2 of 8 PLUG WITH YOKE PLUG CASING INSERT FRAME BULB i DEFLECTOR GASKETED SPRING ( • SPRING SEAL PLATE .6a,1..` it ..— --- --------- — — — — - ---- 7�xt:16:�F - juippolo As? iii — ` —_ lYYYI Lie 11 / INLET WATER GUIDE BULB COMPRESSION INLET 1"NPT SPRING BAND TUBE TUBE SEAT SCREW FIGURE 1 SERIES DS-3 HORIZONTAL SIDEWALL DRY-TYPE SPRINKLER TY5339(ECOH) ASSEMBLY rt faco SPRINKLER FINISH K- K-factor, Temperature Bulb LENGTH, gpm/psi112 Rating Color Code Natural Chrome Signal Inches (Ipm/bar112) Brass Plated White 2-1/2 to 14-3/4 11.2 155°F(68°C) Red Listed by Underwriters Laboratories,Inc. (63 mm to 375 mm) (161,3) (maximum order length of 48 inches) 15 to 18-3/4 10.9 200°F(93°C) Green Listed by Underwriters Laboratories for use in Canada (381 mm to 476 mm) (157,0) (maximum order length of 48 inches) 19 to 23 10.8 (483 mm to 584 mm) (155,5) TABLE A 10. to 26-3/47 SERIES DS-3 HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS (591 23-1/4/4mm to 679 (154,1)7 EXTENDED COVERAGE, ORDINARY HAZARD(TY5339) LABORATORY LISTINGS AND APPROVALS 27-1/4 to 31-1/4 10.6 (692 mm to 794 mm) (152,6) Operation Design 31-1/2 to 35-1/4 10.5 p (800 mm to 895 mm) (151,2) When TYCO Series DS-3 Dry-Type Criteria 35-1/2 to 39-1/2 10.4 Sprinklers, 11.2K Horizontal Sidewall, (902 mm to 1003 mm) (149,8) Standard Response, Extended The TYCO Series DS-3 Dry-Type 39 3/4 to 43 1/2 10.3 Coverage, Ordinary Hazard (ECOH) Sprinklers, 11.2K Horizontal Sidewall, (1010 mm to 1105 mm) (148,3) are in service,water is prevented from Standard Response, Extended entering the assembly by the Plug with Coverage, Ordinary Hazard (ECOH) 43-3/4 to 48 10.2 Gasketed Spring Seal Plate(Ref.Figure are for use in ordinary hazard occu- (111 mm to 1219 mm) (146,9) 1)in the Inlet of the sprinkler. pancies with non-combustible unob- Notes: structed construction and with a ceiling K-factor Length is determined as follows: The glass bulb contains a fluid that • Flush:Order Length from Figure 2 plus 1/2 inch slope not exceeding 2 inches per foot expands when exposed to heat.When (12,7 mm) (9.2 ),using the design criteria provided • Deep:Order Length from Figure 4 plus 3-1/4 inch the rated temperature is reached, the in Table C, as well as anyadditional (82.6 mm) fluid expands sufficiently to shatter FPA 13 • Without Escutcheon:Order Length from Figure 5 the glass bulb, and the Bulb Seat is requirements specified in Nfor minus 2-1/4 inches(57,2 mm) released. Extended Coverage Sidewall Spray TABLE B Sprinklers. DISCHARGE COEFFICIENTS The compressed Spring is then able A 36 inch (914 mm) clearance must to expand and push the Water Tube as be maintained between the top of the well as the Guide Tube outward.This sprinkler deflector and any miscella- action simultaneously pulls inward on neous storage. the Yoke, withdrawing the Plug with Gasketed Spring Seal Plate from the Series DS-3 Dry Type Sprinklers may Inlet allowing the sprinkler to activate be installed on sloped ceilings in and flow water. loading docks with a maximum roof slope of 4 inches per foot (18.4°) as shown in Figure 8 and using the design criteria provided in Table C. ti TFP55O Page 3 of 8 Coverage Minimum Minimum Topof Minimum Areal 2 2 Deflector-to-Ceiling Temperature Spacing4, Application yi/x L, Flom, Prespssure , Distance3, Rating Ft. Ft.x Ft. (Ipm) (bar) Inches (m) (m x m) (mm) 16x16 38 11.5 Series DS-3(TY5339) (4,9 x 4,4) (144) (0,79) Horizontal Sidewall x 18 43 14.7 Dry-Type Sprinkler(ECOH) (4,9 5,5) (163) (1,01) OH Group 1 (0.15 gpm/sq.ft) Standard Response 16 x 20 48 18.4 (4,9 x 6,1) (182) (1,27) 6 to 12 155°F,200°F 8 (150 to 300) 16 x 16 51 20.7 (68°C,93°C) (2,4) Series DS-3(TY5339) (4,9 x 4,4) (193) (1,43) Horizontal Sidewall i6 x 18 58 26.8 Dry-Type Sprinkler(ECOH) (4,9 x 5,5) (220) (1,85) OH Group 2(0.20 gpm/sq.ft) Standard Response 16 x 20 64 32.7 (4,9 x 6,1) (242) (2,25) Notes: 1. Backwall(where sprinkler is located)by sidewall(length of throw). 2. Requirement is based on minimum flow in GPM from each sprinkler.The indicated residual pressures are based on the nominal K-factor of 11.2. 3. The centerline of the sprinkler waterway is located below the deflector as shown in Figures 2,3,and 4. 4. Minimum spacing is for lateral distance between sprinklers located along a single wall.Otherwise adjacent sprinklers(that is,sidewall sprinklers on an adjacent wall,on an opposite wall,or pendent sprinklers)must be located outside of the maximum listed protection area of the extended coverage sidewall sprinkler being utilized. TABLE C SERIES DS-3 EXTENDED COVERAGE HORIZONTAL SIDEWALL DRY-TYPE SPRINKLERS UL AND C-UL LISTING COVERAGE AND FLOW RATE CRITERIA Sprinkler Fittings Temperatures for Heated Areal Install 1 inch NPT Series DS-3 Dry-Type 40°F 50°F 60°F to Sprinklers in the 1 inch NPT outlet or Ambient Temperature (4°C) (16°C) (10°C) run of the following fittings: Exposed Discharge End of SprinklerMinimum Exposed Barrel Length2, • malleable or ductile iron threaded tee Inches fittings that meet the dimensional re- (mm) quirements of ANSI B16.3(Class 150) • cast iron threaded tee fittings that 40°F 0 • 0 meet the dimensional requirements (4°C) of ANSI B16.4(Class 125) 30°F 0 0 0 (-1°C) Do not install Series DS-3 Dry-Type Sprinklers into elbow fittings.The Inlet 20°F 4 0 0 of the sprinkler can contact the interior (-7°C) (100) of the elbow. 10°F 8 1 0 The unused outlet of the threaded tee is (-12°C) (200) (25) plugged as shown in Figure 6. 0°F (-18°C) (305) (7 ( 5) 0 Series DS-3 Dry Type Sprinklers can also be installed in the 1 inch NPT -10°F 41outlet of a GRINNELL Figure 730 20° ( (355) (100) (25) Mechanical Tee. However, the use of -20°F 14 6 3 the Figure 730 Tee for this arrangement (-29°C) (355) (150) (75) is limited to wet pipe systems. -30°F 16 8 4 The configuration shown in Figure 7 is (-34°C) (405) (200) (100) only applicable for wet pipe systems -40°F 18 8 4 where the sprinkler fitting and water- (-40°C) (455) (200) (100) filled pipe above the sprinkler fitting are not subject to freezing and where the -50°F 20 10 6 length of the Dry Type Sprinkler has the (-46°C) (510) (255) (150) minimum exposure length depicted in -60°F 20 10 6 Figure 10.Refer to the Exposure Length (-51°C) (510) (255) (150) section. Notes: 1. For protected area temperatures that occur between values listed above,use the next cooler temperature. 2. These lengths are inclusive of wind velocities up to 30 mph(18,6 kph). TABLE D EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS TFP550 Page 4 of 8 ORDER LENGTHS: FACE OF For wet pipe system installations of 3"to 45 ORDER to 1149,4 mm) MOUNTING 1 inch NPT Series DS-3 Dry-Type IN 1/4"(6,4 mm)INCREMENTS SURFACE Sprinklers connected to CPVC piping, 2"±1/8" use only the following TYCO CPVC j FACE OF (50,8±3,2 mm) fittings: SPRINKLER FITTING 2 3/4" DIA. 9/16"(14,3 mm) • 1"x 1"NPT Female Adapter(P/N 80145) 1" NPT, (69,9 mm) • 1"x 1"x 1"NPT Sprinkler Head Adapter NOMINAL MAKE-IN Tee(P/N 80249) 9/16"(14,3 mm) For dry pipe system installations, use �Ill1 i ■ _ _ 3-0131/716m" DIA. only the side outlet of maximum 2-1/2 iI limillim.,. (93,7 mm) inch reducing tee when locating Series `_� I DS-3 Dry Type Sprinklers directly SPRINKLER FITTING \7I below the branch line.Otherwise, use (REFER TO DESIGN CENTERLINE the configuration shown in Figure 6 to CRITERIA SECTION) OF WATERWAY assure complete water drainage from above Series DS-3 Dry-Type Sprinklers FIGURE 2 and the branch line. Failure to do so SERIES DS-3 ECOH HORIZONTAL SIDEWALL DRY-TYPE SPRINKLER may result in pipe freezing and water WITH FLUSH ESCUTCHEON(TY5339) damage. ORDER LENGTHS: FACE OF NOTICE 1"to 44"(25,4 to 1117,6 mm) MOUNTING Do not install Series DS-3 Dry-Type IN 1/4"(6,4 mm)INCREMENTS SURFACESprinklers into any other type fitting 4-1/8"±3/8" consulting FACE OF (104,8±9,5 mm) without first the Technical SPRINKLER FITTING Services Department.Failure to use the 2-3/4"DIA. 9/16"(14,3 mm) appropriate fitting may result in one of 1" NPT, (69,9 mm) the following: NOMINAL MAKE-IN •failure of the sprinkler to operate prop- s__ 9/16"(14,3 mm) I %MI1 1 erly due to formation of ice over the ■'.1•-7 -- f (88,9mm)3 1/2"DIA. Inlet Plug or binding of the Inlet Plug IIi1IUIUI •insufficient engagement a ement of the Inlet --�\ t� pipe-threads with consequent leakage SPRINKLER FITTING \' Drainage (REFER TO DESIGN CENTERLINE In accordance with the minimum CRITERIA SECTION) OF WATERWAY requirements of the National Fire FIGURE 3 Protection Association for dry pipe SERIES DS-3 ECOH HORIZONTAL SIDEWALL DRY-TYPE SPRINKLER sprinkler systems, branch, cross, and WITH DEEP ESCUTCHEON(TY5339) feed-main piping connected to Dry Sprinklers and subject to freezing ORDER LENGTHS: temperatures must be pitched for 5-1/4"to 48"(133,4 to 1219,2 mm) proper drainage. IN 1/4"(6,4 mm)INCREMENTS MINIMUM Exposure Length FACE OF SPRINKLER FITTING 2 1/4"(57,2 mm) When using Dry Sprinklers in wet pipe DEFLECTOR TO sprinkler systems to protect areas 1"NPT, MOUNTING subject to freezing temperatures, use NOMINAL MAKE-IN SURFACE Table D to determine a sprinkler's 9/16"(14,3 mm) appropriate exposed barrel length to prevent water from freezing in the `I�I`NII.� , connecting pipes due to conduction. 'IIIfI`f��III�' I,~]'- _._ f The exposed barrel length measure- mentry must be taken from the face of -�\ 9/16" the sprinkler fitting to the surface of the SPRINKLER FITTING (14,3 mm) structure or insulation that is exposed (REFER TO DESIGN CENTERLINE to the heated area. Refer to Figure 7 for CRITERIA SECTION) OF WATERWAY an example. FIGURE 4 For protected area temperatures SERIES DS-3 ECOH HORIZONTAL SIDEWALL DRY-TYPE SPRINKLER between those given above, the WITHOUT ESCUTCHEON(TY5339) minimum recommended length from the face of the fitting to the outside of the protected area may be determined by interpolating between the indicated values. TFP550 Page 5 of 8 • DSB-2 `4 EXPOSURE '� TO DRY , RUN INTENDED LENGTH SYSTEM FOR FREEZER _. (SEE DESIGN OUTLET STRUCTURES CRITERIA SECTION) 611 PLUGGEDArg FACE OF SSPRINKLER O ,; FITTING id — SPRINKLER 1 DSB-2 ' , 1 FITTING S INTENDED (SEE DESIGN FOR FREEZER CRITERIA STRUCTURES O SECTION) , INTENDED TO DRY FOR FREEZER AREA SYSTEM STRUCTURESVil SUBJECT + AREA TO SUBJECT HEATED FREEZING TO AREA FREEZING .� '� FIGURE 5 FIGURE 6 FIGURE 7 SPRINKLER FITTING SPRINKLER FITTING SPRINKLER FITTING UNHEATED AREA UNHEATED AREA HEATED AREA 2-3/4" DIA. Clearance Space (69,9 mm) In accordance with Section 8.4.9.2 CLEARANCE INSULATED of the 2010 edition of NFPA 13, when MAXIMUM HOLEconnecting an area subject to freezing THROW FREEZER and an area containing a wet pipe ADHESIVE STRUCTURE sprinkler system,the clearance space around the sprinkler barrel of Dry-Type DSB-2 Jrig ; Sprinklers must be sealed. Due to �` _; y BOOT temperature differences between two areas, the potential for the formation 61 "(3,4,mm)6 mm) 1—,ICS, of condensation in the sprinkler and TO CEILING 04,8 ' subsequent ice build-up is increased.If 4/12 this condensation is not controlled,ice TO TOP �� SLOPE build-up can occur that might damage OF SPRINKLER MAXIMUM ., $ �a the Dry-Type Sprinkler and/or prevent DEFLECTOR DISTANCE / proper operation in a fire situation. STRAP TIES DS-3 Use of the Model DSB-2 Dry Sprinkler (ENDS ON SHOWN Boot, described in Technical Data OPPOSING WITH FLUSH Sheet TFP591 and shown in Figure 9, SIDES OF ESCUTCHEON can provide the recommended seal. BOOT) FIGURE 8 FIGURE 9 SPRINKLER PLACEMENT MODEL DSB-2 DRY SPRINKLER UNDER SLOPED CEILINGS BOOT WITH SERIES DS-3 IN LOADING DOCKS DRY-TYPE PENDENT SPRINKLER `' TFP550 Page 6 of 8 Before closing a fire protection system WRENCH FLAT main control valve for maintenance ' ENGAGEMENT work on the fire protection system r' AREA 1 that it controls, obtain permission to ,..gr- ` shut down the affected fire protection systems from the proper authorities remo ��i� ' �� and notify all personnel who may be i1lG =i1� � affected by this action. �, �� Absence of the outer piece of an �C WRENCH t��G escutcheon, which is used to cover a ,�A FLATS '�` clearance hole, may delay the time to sprinkler operation in a fire situation. DO NOT A Vent Hole is provided in the Bulb Seat APPLY --.� (Figure 1)to indicate if the Dry Sprinkler WRENCH AS is remaining dry. Evidence of leakage SHOWN ,.,` from the Vent Hole indicates potential leakage past the Inlet seal and the need FIGURE 11 to remove the sprinkler to determine FIGURE 10 W-TYPE 8 the cause of leakage;for example, an DO NOT GRASP DEFLECTOR SPRINKLER WRENCH imroClose the fire protection system contrluol to the back wall surface. The word valve and drain the system before installation "TOP" on the deflector must face removing the sprinkler. TYCO Series DS-3 Dry-Type Sprinklers, upwards toward the ceiling. Sprinklers which are found to be 11.2K Horizontal Sidewall, Standard Step 2. With a non-hardening pipe- leaking or exhibiting visible signs of Response, Extended Coverage, thread sealant such as TEFLON applied corrosion must be replaced. Ordinary Hazard (ECOH) must be to the Inlet threads, hand-tighten the Automatic sprinklers must never be installed in accordance with this sprinkler into the sprinkler fitting. Do painted, plated, coated, or otherwise section. not grasp the sprinkler by the deflector altered after leaving the factory. (Ref.Figure 10). General Instructions Modified sprinklers must be replaced. Series DS-3 Dry Type Sprinklers must Step 3. Wrench-tighten the sprinkler corrosive products otiSprinklers that have c combustion, but en exposed to only be installed in fittings that meet using either: have not operated,oductof cod beu replaced the requirements of the Design Criteria . a pipe wrench on the Inlet Band or the section. Refer to the Design Criteria Casing(Ref.Figure 1) if they cannot be completely cleaned wiping the sprinkler with a cloth or section for other important require- •the W-Type 8 Sprinkler Wrench on the by brushing it with a soft bristle brush. e sealing of the clearance g design andWrench Flat(Ref. Figure of the space around g 11) Care must be exercised to avoid the Sprinkler Casing.With reference to Apply the Wrench Recess of the damage to the sprinklers — before, Figure 10, do not grasp the sprinkler W-Type 8 Sprinkler Wrench to the during,and after installation.Sprinklers by the deflector. Failure to follow this Wrench Flat. damaged by dropping,striking,wrench instruction may impair performance oftwist/slippage, or the like, must be the device. Note: If sprinkler removal becomes replaced. Also, replace any sprinkler necessary, remove the sprinkler using has a cracked bulb or that has lost Do not install any bulb-type sprinkler if the same wrenching method noted thatiquid from its bulb.d (Refer to Installation the bulb is cracked or there is a loss of above.Sprinkler removal is easier when Section.) from liquid from the bulb.With the sprinkler a non-hardening sealant was used held horizontally, a small air bubble and torque guidelines were followed. The owner is responsible for the should be present.The diameter of the After removal,inspect the sprinkler for inspection, testing, and mainte- air bubble is approximately 1/16 inch damage. nance of their fire protection system (1,6 mm)for the 135°F(57°C) rating toand devices in compliance with this 1/8 inch(3,2 mm)for the 360°F(182°C) Step 4.After applying a wall finish,slide document, as well as with the appli- rating. on the outer piece of the escutcheon cable standards of the National Fire until it comes in contact with the NFPA 25), A leak-tight 1 inch NPT sprinkler mounting surface. Protectionin addition Associationto the (e.g., any other joint should be obtained by applying For Deep Escutcheons,slide the outer authorities having jurisdiction.Contact a minimum- i to torque Nm).f skirt over the inner cup to make firm the installing contractor or product Higher20 o 30 ft.-lbs.lsoft (26,8quemay distort40,2 e contact with the mountingsurface. manufacturer with any questions. levels torque the sprinkler Inlet with consequent leakage Automatic sprinkler systems are recom- or impairment of the sprinkler. Care and mended to be inspected, tested, and maintained by a qualified Inspection Do not attempt to compensate � Service in accordance with local for insufficient adjustment in an Maintenance requirementsvand/or national codes.o escutcheonhtening plate Spr by under or over- TYCO Series DS-3 Dry-Type Sprinklers, position the Sprinkler. Re-adjust the 11.2K Horizontal Sidewall, Standard position of the sprinkler fitting to suit. Response, Extended Coverage, Step 1.Install horizontal sidewall sprin- Ordinary Hazard(ECOH)must be main- klers with the center line of waterway tained and serviced in accordance with parallel to the ceiling and perpendicular this section. TFP55O ` Page 7 of 8 P/N 61 - XXX - X - XXX 1 ESCUTCHEON ORDER Z TYPE SPRINKLER ESCUTCHEON LENGTH FINISH FINISH1 161 Flush Escutcheon 055 5.50" (1"NPT),155°F(68°C) NATURAL BRASS Flush Escutcheon 1 BRASS PLATED 082 8.25" 163 (1"NPT),200°F(93°C) SIGNAL WHITE SIGNAL RAL WHI E 171 Deep Escutcheon 4 (RAL9003) ( 180 18.00" (1"NPT),155°F(68°C) POLYESTER POLYESTER 173 Deep Escutcheon 187 18.75" (1"NPT),200°F(93°C) 9 CHROME CHROME PLATED PLATED 151 Without Escutcheon 372 37.25" (1"NPT),155°F(68°C) SIGNAL WHITE CHROME RAL9WHI Without Escutcheon 0 PLATED ( 480 48.00" 153 (1"NPT),200°F(93°C) POLYESTER Notes: Use Prefix"I"for ISO 7-R1 Connection(e.g.,1-61-161-1-055). 1. Does not apply to assemblies without escutcheon. 2. Dry-Type Sprinklers are furnished based upon"Order Length"as measured per Figures 2,3&4. After the measurement is taken,round it to the nearest 1/4 inch increment. TABLE E SERIES DS-3 HORIZONTAL SIDEWALL,DRY-TYPE SPRINKLERS(ECOH) PART NUMBER SELECTION Sprinkler Wrench Limited Ordering Specify W-Type 8 Sprinkler Wrench, Warranty Procedure P/N 56-892-1-001 Contact your local distributor for avail- Sprinkler Boot For warranty terms and conditions, ability.When placing an order, indicate Specify Model DSB-2 Dry Sprinkler visit www.tyco-fire.com. the full product name, including Boot, P/N 63-000-0-002 description and Part Number(P/N). This Part Number includes one (1) Boot, two (2) Strap Ties, and 1/3 oz. Dry-Type Sprinklers of Adhesive (a sufficient quantity for When ordering Series DS-3 Dry-Type installing one boot). Sprinklers, 11.2K Horizontal Sidewall, Standard Response, Extended Coverage, Ordinary Hazard (ECOH), specify the following information: • SIN TY5339 •Order Length: Dry Type Sprinklers are furnished based upon Order Length as measured from the face of the wall to the face of the sprinkler fitting(Ref.Figures 2,3&4). After the measurement is taken,round it to the nearest 1/4 inch increment. • Inlet Thread Connections: 1 Inch NPT (Standard) ISO 7-R 1 (For information on ISO Inlet Thread Connections, contact your Tyco Sales Representative.) •Temperature Rating • Sprinkler Finish • Escutcheon Type and Finish, as applicable • Part Number from Table E 4 1 tqco Worldwide www.tyco-fire.com Fire Protection Contacts Products Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the Description standard corrosion tests of the appli- cable approval agencies,the testing is - The Series TY-FRB, 5.6 K-factor, Hor- not representative of all possible cor- -�" , izontal and Vertical Sidewall Sprin- rosive atmospheres. Consequently, it „ klers described in this data sheet is recommended that the end user be are quick response -standard cover- consulted with respect to the suitabil- age, decorative 3 mm glass bulb type ity of these coatings for any given cor- �% spray sprinklers designed for use in rosive environment.The effects of am- light and ordinary hazard, commer- bient temperature, concentration of cial occupancies such as banks, ho chemicals, and gas/chemical velocity, tels,shopping malls,etc.They are de- should be considered, as a minimum, signed for installation alongjusa wallt ar along with the corrosive nature of the the side of a beam and just beneath a chemical to which the sprinklers will smooth ceiling.Sidewall sprinklers are be exposed. commonly used instead of pendent or upright sprinklers due to aesthetics or NOTICE building construction considerations, where piping across the ceiling is not The Series TY-FRB Sprinklers de- ,, desirable. scribed herein must be installed and / 0 The recessed version of the Series maintained in compliance with this document, as well as with the appli- cable standards of the National Fire kler is intended for use in areas with Protection Association, in addition to a finished wall. It uses a two-piece standards " -: Style 10 Recessed Escutcheon with hthe aving jurisdicofanytion. Fother alauthorities to do so 1/2 inch(12,7 mm)of recessed adjust- may impair the performance of these �" ment or up to 3/4 inch(191 mm)of to- devices. tal adjustment from the flush sidewall position, or a two-piece Style 20 Re- The owner is responsible for main cessed Escutcheon with 1/4 inch (6,4 taming their fire protection system • ,. mm) of recessed adjustment or up to and devices in proper operating con- 1/2 inch (12,7 mm)of total adjustment dition. Contact the installing contrac- from the flush sidewall position. The tor or sprinkler manufacturer with any Technical adjustment provided by the Recessed questions. Escutcheon reduces the accuracy Data to which the fixed pipe nipples to the Sprinkler sprinklers must be cut. g Identification Approvals Corrosion resistant coatings, where UL and C-UL Listed. applicable, are utilized to extend the UL LPCB, L L NYC Approved. life of copper alloy sprinklers beyond Numbers (Refer Table A Yr complete approv- that which would otherwise be ob- TY3331 Horizontal al information including corrosion re- TY3431 Vertical sistant status.) IMPORTANT Maximum Working Pressure Always refer to Technical Data rB. to Table Sheet TFP700 for the "INSTALLER Refer Refer a Coefficient WARNING" that provides cau- g tions with respect to handling K=5.6 GPM/psi1i2(80,6 LPM/bar1"2) and installation of sprinkler sys- Temperature Ratings tems and components. Improp- er handling and installation can permanently damage a sprin- Finishes kler system or its components Sprinkler: Refer to Table C. and cause the sprinkler to fail Recessed Escutcheon:Signal or Pure to operate in a fire situation or cause White,Jet Black,Chrome Plated,or it to operate prematurely. Brass Plated. Page 1 of 6 FEBRUARY 2014 TFP176 TFP176 Page 2 of 6 DEFLECTOR Installation 1 - Frame HAT `` 5 The Series TY-FRB, 5.6 K-factor, Hori- 2 Button% zontal and Vertical Sidewall Sprinklers Assembly 3 Sealing —R must be installed in accordance with il ; 4 Bulb ...,.. 1"' 7.'S this section. 5 - Compression General Instructions Screw Do not install any bulb type sprin- 6 Deflector* 6* 4 2 3 1 kler if the bulb is cracked or there is a loss of liquid from the bulb.With the 9/16" WRENCH 1/2"** sprinkler held horizontally, a small air (14,3 mm) FLATS NPT bubble should be present. The diam- 1 eter of the air bubble is approximately 11 / / 1/16 inch(1,6 mm)for the 135°F(57°C) �- T j��\ to 3/32 inch (2,4 mm) for the 286°F ` �O�y I.,•_i� (141°C)temperature ratings. .• • A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher 1-13/16" _ 7/16"(11,1 mm) I levels of torque may distort the sprin- kler and cause leakage or impairment CENTERLINE NOMINAL of the sprinkler. OF SPRINKLER MAKE-IN WATERWAYDo not attempt to make-up for insuf- 1-1/2" ficient adjustment in the escutcheon x(38,1 mm)— plate by under-or over-tightening the *Temperature ratingsprinkler. Readjust the position of the is indicated on _ 2-3/16" sprinkler fitting to suit. Deflector. (55,6 mm) Series TY-FRB Horizontal and STYLE ESCUTCHEON Vertical Sidewall Sprinkler PLATE SEATING ** Pipe thread i 10 or 20 --- Installation connections per RECESSED ' SURFACE The Series TY-FRB Horizontal and ISO 7-1 can be ESCUTCHEON : Vertical Sidewall Sprinklers must be providedpon installed in accordance with the fol- special request. /-- 0, —, lowing instructions. 2-7/8"DIA. ���,1III`I�I��,�I Step 1. Horizontal sidewall sprinklers (73,0 mm) (,.�' are to be installed in the horizontal po- sVI ition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling.The word "TOP" on the Deflector is to face towards the ceiling. _--_ Vertical sidewall sprinklers are to be FIGURE 1 installed in the pendent or upright po- 5.6 K-FACTOR QUICK RESPONSE sition with the arrow on the Deflector SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS pointing away from the wall. Step 2. With pipe thread sealant ap- Physical Characteristics Design plied to the pipe threads,hand tighten Frame Bronze the sprinkler into the sprinkler fitting. Button Brass/Copper Sealing Assembly Beryllium Nickel w/ Criteria Step 3. Tighten the sprinkler into the TEFLONsprinkler fitting using only the W-Type Bulb Glass The Series TY FRB, 5.6 K-factor, Hori 6 Sprinkler Wrench (Ref. Figure 5), Compression Screw Bronze zontal and Vertical Sidewall Sprinklers With reference to Figure 1 or 2,the W- HSW Deflector Bronze are intended for fire protection syS- Type 6 Sprinkler Wrench is to be ap- VSW Deflector Copper tems designed in accordance with the plied to the wrench flats. standard installation rules recognized Operation by the applicable Listing or Approval jp agency (e.g., UL Listing is based on The glass bulb contains a fluid which the requirements of NFPA 13, and FM expands when exposed to heat.When Approval is based on the requirements the rated temperature is reached, the of FM's Loss Prevention Data Sheets). fluid expands sufficiently to shatter Only the Style 10 or 20 Recessed Es- the glass bulb, allowing the sprinkler cutcheon, as applicable, is to be used to activate and water to flow. for recessed horizontal installations. TFP176 Page 3 of 6 Series TY-FRB Recessed *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection Horizontal Sidewall Sprinkler rating is connections 2 - Button 5 - Compression Spring Installation indicated on per ISO 7-1 can 3 - Sealing Screw The Series TY-FRB Recessed Hori- Deflector. be provided on Assembly 6 - Deflector* zontal Sidewall Sprinklers must be special request. installed in accordance with this NIsection. ARROW MUST POINT AWAY /'< Step A. Recessed horizontal sidewall 7/16° FROM AND BE > O sprinklers are to be installed in the ESCUTCHEON (11,1 mm) PERPENDICULAR horizontal position with their center- PLATE SEATING NOMINAL TO THE BACK line of waterway perpendicular to the SURFACE 1/2"** MAKE-IN WALL SURFACE4 back wall and parallel to the ceiling. NPT The word "TOP" on the Deflector is to / I 6* face towards the ceiling. -I Step B.After installing the Style 10 or1 \ - nt FLOW�'n 5 20 Mounting Plate over the sprinkler threads,hand tighten the sprinkler into 2-3/16" 4A_ ■► iii 2 3/16" ' 4 the sprinkler fitting. (55,6 mm) (55,6 mm) Step C. Tighten the sprinkler into the 1-1/2" ,- ■ sprinkler fitting using only the W-Type (38,1 mm) WRENCH M 7 3 I) v / ----2 7 Recessed Sprinkler Wrench (Ref. ( FLATS Figure 6). With reference to Figure + -L�i����s ' V iv 1, the W-Type 7 Recessed Sprinkler 1 Wrench is to be applied to the sprin- SHOWN SHOWN CROSS kler wrench flats. PENDENT UPRIGHT SECTION Step D. After the ceiling has been in- FIGURE 2 stalled or the finish coat has been ap- 5.6 K-FACTOR QUICK RESPONSE plied, slide on the Style 10 or 20 Clo- SERIES TY-FRB VERTICAL SIDEWALL(TY3431)SPRINKLERS sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- if they cannot be completely cleaned The owner is responsible for the in- tact with the ceiling. by wiping the sprinkler with a cloth or spection, testing, and maintenance by brushing it with a soft bristle brush. of their fire protection system and de- Care and Care must be exercised to avoid dam- vices in compliance with this docu- age to the sprinklers before, during, ment, as well as with the applicable Maintenance and after installation. Sprinklers dam- standards of the National Fire Pro- aged by dropping, striking, wrench tection Association (e.g., NFPA 25), in The Series TY-FRB,5.6 K-factor, Hori- twist/slippage, or the like, must be addition to the standards of any oth- zontal and Vertical Sidewall Sprinklers replaced. Also, replace any sprinkler er authorities having jurisdiction. The must be maintained and serviced in that has a cracked bulb or that has installing contractor or sprinkler man- accordance with this section. lost liquid from its bulb. (Ref. Installa- ufacturer should be contacted relative to any questions. tion Before closing a fire protection sys- Section). It is recommended that automatic tem main control valve for mainte- The owner must assure that the sprin- sprinkler systems be inspected, test- nance work on the fire protection sys- klers are not used for hanging any ob- ed, and maintained by a qualified In- tem that it controls,permission to shut jects and that the sprinklers are only spection Service in accordance with down the affected fire protection sys- cleaned by means of gently dusting local requirements and/or national tern must be obtained from the prop- with a feather duster; otherwise, non- er authorities and all personnel who operation in the event of a fire or inad- codes. may be affected by this action must vertent operation may result. be notified. Frequent visual inspections are rec- Absence of an escutcheon, which is ommended to be initially performed used to cover a clearance hole, may for corrosion resistant coated sprin- delay the time to sprinkler operation in klers, after the installation has been a fire situation. completed,to verify the integrity of the Sprinklers that are found to be leaking corrosion resistant coating. Thereaf- or exhibiting visible signs of corrosion ter, annual inspections per NFPA 25 must be replaced. should suffice; however, instead of in- specting from the floor level,a random Automatic sprinklers must never be sampling of close-up visual inspec- painted, plated, coated or other- tions should be made, so as to better wise altered after leaving the factory. determine the exact sprinkler condi- Modified sprinklers must be replaced. tion and the long term integrity of the Sprinklers that have been exposed to corrosion resistant coating, as it may corrosive products of combustion,but be affected by the corrosive condi- have not operated,should be replaced tions present. TFP776 Page 4 of 6 5/811/4" C.,,-.� (15,9±6,4 mm) MOUNTING FACE OF / WRENCHSURFACE -- _ SPRINKLER (END"A"USED RECESS FOR FITTING 1/2" NPT MODELS) A FIGURE 5 CLOSURE A --_.... W-TYPE 6 SPRINKLER WRENCH _„0/41--&--• 2-7/8"DIA. m� (73,0 mm) SERTY-FRB ES I■1-01111TH 2-1/4" DIA. WRENCH �!r (57,2 mm) RECESS MOUNTING y `• VPLATE '% i ! esio.411 1/8" (3,2 mm) 1-1/4"(31,8 mm) 3/4"(19,1 mm) PUSH WRENCH IN TO ENSURE 3/4"(19,1 mm) 1/4"(6,4 mm) ENGAGEMENT FIGURE 3 WITH SPRINKLER SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WRENCHING AREA WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT FIGURE 6 STYLE 10 RECESSED ESCUTCHEON W-TYPE 7 RECESSED SPRINKLER WRENCH 1/211/8" (12,713,2 mm) MOUNTING FACE OF SURFACE -- _---- SPRINKLER FITTING A CLOSURE A ...ill==, 2-7/8"DIA. mai (73,0 mm) SERES TY-FRB I•� p,��ll 2-1/4"(57 2 mm)D Noel MOUNTING 'r I PLATE /1 1/8" -' (3,2 mm) 1-1/4"(31,8 mm) 1/2"(12,7 mm) 1"(25,4 mm) 1/4"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP176 Page 5 of 6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL CHROME LIQUID BRASS PLATED POLYESTER*** LEAD COATED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 1/2" HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9, 10 1,2,9 N/A (TY3331)* 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2" Installed 175°F(79°C) Yellow 5,6,7,8,9 5,6,7,9 NPT Pendent or200°F(93°C) Green Upright 286°F(141°C) Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resis- tant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. *Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. "Installed with Style 20(1/2"NPT)1/2"Total Adjustment Recessed Escutcheon. ***Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFP176 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) or 175PSI(12,1 BAR) 5.6 RECESSED HORIZ. 1/2 SIDEWALL(TY3331) (SEE NOTE 1) NPT VERTICAL SIDEWALL (TY3431) 175 PSI(12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories, Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE B ( :MUM MAWORKING PRESSURE P/N 57 - XXX - - XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F(57°C) 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE(RAL9010)' 155 155°F(68°C) POLYESTER 4 SIGNAL WHITE(RAL9003) 175 175°F(79°C) POLYESTER 5 JET BLACK(RAL9005)** 200 200°F(93°C) POLYESTER 7 LEAD COATED 286 286°F(141°C) 9 CHROME PLATED Eastern Hemisphere sales only. "Available in 155°F(68°C)or 200°F (93°C)temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Sprinkler Assemblies with NPT Recessed Escutcheon Thread Connections: Specify:Style(10 or 20)Recessed Es- Procedure Specify: Series TY-FRB (specify SIN), cutcheon with (specify*) finish, P/N (specify K-factor), (specify) Horizontal (specify*). Contact your local distributor for avail- Sidewall or Vertical Sidewall Sprinkler, *Refer to Technical Data Sheet TFP770 ability. When placing an order, indi- Standard Response, Standard Coy- cate the full product name and Part erage, (specify) temperature rating, Sprinkler Wrench Number(P/N). ify fromT)Table C)or coating, P/N (spec- Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. tgce TEFLON is trademark of The DuPont Corporation. '1 Fire Protection Products ttict-1 Worldwide Fire Protection Contacts www.tyco-fire.com Products Series DS-1 - 5.6 K-factor, Dry-type Sprinklers Pendent, Upright, and Horizontal Sidewall Standard Response, Standard Coverage General The owner is responsible for main- taining their fire protection system Description- and devices in proper operating con- A dition. Contact the installing contrac- TYCO Series DS-1 5.6K Pendent, tor or product manufacturer with any Upright,and Horizontal Sidewall,Stan- Questions. dard Response(5 mm bulb),Standard Series DS-1 Dry-type Sprinklers must Coverage Dry-type Sprinklers are dec- only be installed in fittings that meet 4 orative glass bulb automatic sprinklers the requirements of the Design Crite- typically used where: ria section. • pendent sprinklers are required on , dry pipe systems that are exposed Sprinkler to freezing temperatures(e.g.,sprin- , 1 kler drops from unheated portions of Identification buildings) Numbers (SINS) • sprinklers and/or a portion of the connecting piping may be exposedTY3255—Pendent 2"o to freezing temperatures(e.g.,sprin- TY3155—Upright kler drops from wet systems into TY3355—Horizontal Sidewall freezers, sprinkler sprigs from wet /,4,* systems into unheated attics,or hor- izontal piping extensions through a wall to protect unheated areas of a building such as loading docks,over- Data hangs,and building exteriors) Physical Characteristics Approvals Inlet Copper • sprinklers are used on systems that UL and C-UL Listed Plug Copper are seasonably drained to avoid FM Approved Yoke Stainless Steel freezing(e.g.,vacation resort areas) VdS Approved TY3255 w/Standard Escutcheon only Casing Galvanized Carbon Steel NYC Approved Insert Bronze NOTICE under MEA 352-01-E Bulb Seat Stainless Steel Series DS-1 Dry-type S Sprinklers LPCB Approved Bulb(5 mm dia.) Glass p Reference No.094a/11 Compression Screw Bronze described herein must be installed CE Certified Deflector Bronze and maintained in compliance with this Certificate of Conformity No.0832- Frame Bronze document,as well as with the applica- CPD-2015 Guide Tube Stainless Steel ble standards of the National Fire Pro- (Refer to Tables A and B for details.) Water Tube Stainless Steel tection Association(NFPA),in addition Spring Stainless Steel to the standards of any other authori- Maximum Working Pressure Sealing Assembly Beryllium Nickel ties having jurisdiction.Failure to do so 175 psi(12,1 bar) w/TEFLON may impair the performance of these Inlet Thread Connections Escutcheon Carbon Steel devices. 1 inch NPT ISO 7-R 1 Discharge Coefficient K=5.6 gpm/psi1/2(80,6 Ipm/bare/2) IMPORTANT Temperature Ratings Always refer to Technical Data Refer to Tables A and B. Sheet TFP700 for the "INSTALLER Finishes WARNING" that provides cautions Sprinkler:Refer to Table D. with respect to handling and instal- Escutcheon:Refer to Table D. lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 JANUARY 2015 TFP500 ' TFP500 Page 2 of 10 SPRINKLER FINISH SPRINKLER ESCUTCHEON TEMPERATURE BULB TYPE TYPE RATING COLOR CODE NATURAL CHROME POLYESTER* BRALATED 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow 1,2,3,4,5,6 1,2,4,5,6 STANDARD 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 1,2,3,6 1,2,6 135°F(57°C) Orange 155°F(68°C) Red 1,2,3,5 1,2,5 175°F(79°C) Yellow RECESSED 200°F(93°C) Green 286°F(141°C) Blue 1,2 PENDENT 360°F(182°C) Mauve N/A (TY3255) 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow DEEP 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 1,2,3,4,5 1,2,4,5 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow WITHOUT 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 1,2,3 1,2 135°F(57°C) Orange 155°F(68°C) Red UPRIGHT 175°F(79°C) Yellow 1,2,3,4,5 1,2,4,5 (TY3155) WITHOUT 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 1,2,3 1,2 Notes: 1. Listed by Underwriters Laboratories,Inc.(UL),maximum order length of 48 inches 2. Listed by Underwriters Laboratories for use in Canada(C-UL),maximum order length of 48 inches 3. Approved by FM Global(FM Approvals),maximum order length of 48 inches 4. Loss Prevention Certification Board(LPCB)and CE conformity apply to these temperature ratings only 5. Approved by the City of New York under MEA 352-01-E 6. Approved by VdS * Frame and deflector only N/A-Not Applicable TABLE A SERIES DS-1 PENDENT&UPRIGHT DRY-TYPE SPRINKLERS,5.6K, STANDARD RESPONSE LABORATORY LISTINGS AND APPROVALS TFP500 Page 3 of 10 SPRINKLER FINISH SPRINKLER ESCUTCHEON TEMPERATURE BULB TYPE TYPE RATING. COLOR CODE NATURAL CHROME POLYESTER*** BRALATED 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow STANDARD 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 135°F(57°C) Orange 155°F(68°C) Red HSW* 175°F(79°C) Yellow 1**,2** 3*** 4,5 1** 2**,4,5 TY3355 DEEP ( ) 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow WITHOUT 200°F(93°C) Green 286°F(141°C) Blue 360°F(182°C) Mauve 1**,2**,5 1** 2°° Notes: 1. Listed by Underwriters Laboratories,Inc.(UL),maximum order length of 48 inches 2. Listed by Underwriters Laboratories for use in Canada(C-UL),maximum order length of 48 inches 3. Approved by FM Global(FM Approvals),maximum order length of 48 inches 4. Loss Prevention Certification Board(LPCB)and CE conformity apply to these temperature ratings only 5. Approved by the City of New York under MEA 352-01-E ' Horizontal sidewall with top of deflector-to-ceiling distance of 4 to 12 inches(100 to 300 mm) " Light and ordinary hazard occupancies only *'* Light hazard occupancies only ""Frame and deflector only TABLE B SERIES DS-1 HORIZONTAL SIDEWALL(HSW)DRY-TYPE SPRINKLER,5.6K,STANDARD RESPONSE LABORATORY LISTINGS AND APPROVALS PLUG WITH fi...,w,i' ,O INLET SEALING 411. ASSEMBLY WRENCH YOKERECESS SPRING rtd li....,..,1�1 INLET I'.. �""1 BAND 1711 r WATER i 1 WRENCH l� (41?TUBE ;i� Z CASINGFLAT ® \.1 GUIDE 1 I Z INSERT PUSH WRENCH TUBE I ib�_1 IN TO ENSURE I 1 ENGAGEMENT . ' 1 BULB WITH SPRINKLER FRAME Iri 01 SEAT WRENCHING AREA "El FIGURE 2 liii S mm BULB W-TYPE 7 VENT HOLE WRENCH 1'1 COMPRESSION DEFLECTOR ki.,--1 SCREW FIGURE 1 • SERIES DS-1 DRY-TYPE SPRINKLER,5.6K,STANDARD RESPONSE ASSEMBLY TFP500 Page 4 of 10 SPRINKLER FITTING SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN (REFER TO DESIGN (REFER TO DESIGN CRITERIA SECTION) CRITERIA SECTION) CRITERIA SECTION) FACE OF FACE OF FACE OF \ SPRINKLER SPRINKLER SPRINKLER FITTING FITTING FITTING \. IIIMII \ L .i \--- L - 1— i._ ..J ORDER LENGTHS: ORDER LENGTHS: ORDER LENGTHS: 3-1/2"DIA. 2-3/4"to 48" 3-3/4"to 48" 1/2"to 46" x(88,9 mm) 1 45"DIA' 1219,2 (12,7 to 1168,4 mm) (69,9 to 1219,2 mm) (44,5 mm) (95,3 to mm) IN 1/4"(6,4 mm) 2-1/2" DIA. IN 1/4"(6,4 mm) IN 1/4"(6,4 mm) 2-1/4" DIA. (63,5 mm) — INCREMENTS INCREMENTS (57,2 mm) INCREMENTS f - 1 ' m FACE OF �� 1 - 1111. / Emir CEILING a FACE OF' W FACE OF 1111 CEILING 1 1 %����lI CEILING r— 111 (1048-,10/4:3±,21m/8m" ) 108,0t 3,2mm) 2-3/16"±1/8" 3" DIA. 1-3/8"±1/8" 2-7/8"DIA. (76,2 mm) (34,9±3,2 mm) (73,0 mm) rill (55,6±3,2 mm) FIGURE 4 FIGURE 3 PENDENT(TY3255) FIGURE 5 PENDENT(TY3255) WITH STANDARD PENDENT(TY3255) WITH STANDARD ESCUTCHEON RECESSED ESCUTCHEON WITH DEEP ESCUTCHEON SPRINKLER FITTING 1. (REFER TO DESIGN TOP OF CRITERIA SECTION) DEFLECTOR FACE OF SPRINKLER FITTING \ L ORDER LENGTHS: 5"to 48" (127,0 to 1219,2 mm) ORDER LENGTHS: IN 1/4"(6,4 mm) 5"to 48" INCREMENTS (127,0 to 1219,2 mm) IN 1/4"(6,4 mm) INCREMENTS FACE OF SPRINKLER FITTING MINIMUM \ .j 1-3/4"(44,5 mm) // DEFLECTOR TO CEILING SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) FIGURE 6 FIGURE 7 PENDENT(TY3255) UPRIGHT(TY3155) WITHOUT ESCUTCHEON WITHOUT ESCUTCHEON TFP500 Page 5 of 10 ORDER LENGTHS: Operation 2-3/4"to 48"(69,9 to 1219,2 mm) IN 1/4"(6,4 mm)INCREMENTSWhen TYCO Series DS-1 5.6K Pendent, 2-3/8"±1/8" Upright,and Horizontal Sidewall,Stan- (60,3±3,2 mm) dard Response, Standard Coverage FACE OF FACE OF Dry-type Sprinklers are in service, — SPRINKLER MOUNTING water is prevented from entering the FITTING SURFACE assembly by the Plug with Sealing fAssembly(Ref. Figure 1) in the Inlet of - ro-:,,,,,. } the sprinkler. ii���1��� 6,DIA. The glass bulb contains a fluid that expands when exposed to heat.When `_ � \I 3.5° the rated temperature is reached, the SPRINKLER FITTING 1-3/4"DIA. fluid expands sufficiently to shatter (44,5 mm) the glass bulb, and the Bulb Seat is (REFER TO DESIGN CENTERLINE 5/16" released. CRITERIA SECTION) OF WATERWAY (7,9 mm) The compressed Spring is then able FIGURE 8 to expand and push the Water Tube as HORIZONTAL SIDEWALL(TY3355) well as the Guide Tube outward. This WITH STANDARD ESCUTCHEON action simultaneously pulls inward on the Yoke, withdrawing the Plug with ORDER LENGTHS: Sealing Assembly from the Inlet,allow- 1/2"to 45-3/4"(12,7 to 1162,1 mm) ing the sprinkler to activate and flow IN 1/4"(6,4 mm)INCREMENTSwater. I 4-1/4"±1/8" -- Design OF (108,0±3,2 mm) Design 2-1/2" DIA. — MOUNTING FACE OF (63,5 mm) Criteria SPRINKLER SURFACE FITTING TYCO Series DS-1 5.6K Pendent, 1 Upright,and Horizontal Sidewall,Stan- I'II�,I I� '■1116.41„....,..." __ _ 3-1/2" DIA. dard Response, Standard Coverage I1UIlIII rT (88,9 mm) Dry-type Sprinklers are intended for :__1--„,, 01111,1111111111 3.5° use in fire sprinkler systems designed in accordance with the standard instal- SPRINKLER FITTING lation rules recognized by the applica- (REFER TO DESIGN CENTERLINE 5/16" ble listing or approval agency(e.g., UL CRITERIA SECTION) OF WATERWAY (7,9 mm) Listing is based on NFPA 13 require- FIGURE 9 ments).For more information on LPCB HORIZONTAL SIDEWALL(TY3355) Approval, contact Tyco Fire Suppres- WITH DEEP ESCUTCHEON sion&Building Products at the follow- ing office: ORDER LENGTHS: Kopersteden 1 5-1/2"to 48"(139,7 to 1219,2 mm) 7547 TJ Enschede IN 1/4"(6,4 mm)INCREMENTS MINIMUM The Netherlands 2-1/4"(57,2 mm) Tel: +31-(0)53-428-4444 DEFLECTOR TO Fax: +31-(0)53-428-3377 FACE OF 1 MOUNTING Sprinkler Fittings —SPRINKLER SURFACE Install 1 inch NPT Series DS-1 Dry-type FITTING Sprinklers in the 1 inch NPT outlet or j run of the following fittings: MI .._ •• malleable or ductile iron threaded t tee fittings that meet the dimen- 3.5° 5/16" sional requirements of ANSI 816.3 �•,. mm) (Class 150) (7,9 SPRINKLER FITTING • cast iron threaded tee fittings that (REFERAO DESIGNCENTERLINE meet the dimensional requirements CRITERIA SECTION) OF WATERWAY of ANSI B16.4(Class 125) FIGURE 10 Do not install Series DS-1 Dry type HORIZONTAL SIDEWALL(TY3355) Sprinklers tintll elbow fittings.DS-1Dry Inlet WITHOUT ESCUTCHEON of the sprinkler can contact the interior of the elbow. The unused outlet of the threaded tee is plugged as shown in Figure 12. TFP500 Page 6 of 10 Drainage Temperatures for Heated Area(1) In accordance with the minimum 40°F 50°F 60°F requirements of the National Fire Pro- Ambient Temperature (4°C) (10°C) (16°C) tection Association for dry pipe sprin- Ee End of to kler systems, branch, cross, and Discharge End Sprinkler Minimum Exposed Barrel Length(2), feed-main piping connected to Dry Inches Sprinklers and subject to freezing tem- (mm) peratures must be pitched for proper 40°F0 0 0 drainage. (4°C) Exposure Length 30°F0 using Dry Sprinklers in wet pipe (-1°C) 0 0 0 sprinkler systems to protect areas 20°F 4subject to freezing temperatures, use (-7°C) (100) 0 0 Table C to determine a sprinkler's appropriate exposed barrel length to 10°F 8 1 0 prevent water from freezing in the con- (-12°C) (200) (25) necting pipes due to conduction. The 0°F 12 3exposed barrel length measurement (-18°C) (305) (75) 0 must be taken from the face of the sprinkler fitting to the surface of the -10°F 14 4 1 structure or insulation that is exposed (23°C) (355) (100) (25) to the heated area. Refer to Figure 11 -20°F 14 6 3 for an example. (-29°C) (355) (150) (75) For protected area temperatures -30°F 16 8 4 between those given above, the (-34°C) (405) (200) (100) minimum recommended length from 40°F 18 8 4 the face of the fitting to the outside of (-40°C) (455) (200) (100) the protected area may be determined by interpolating between the indicated -50°F 20 10 6 values. (-46°C) (510) (255) (150) Clearance Space -60°F 20 10 6 In accordance with Section 8.4.9.2 of (-51°C) (510) (255) (150) the 2010 edition of NFPA 13,when con- Notes: necting an area subject to freezing and 1. For protected area temperatures that occur between values listed above,use the next cooler temperature. an area containing a wet pipe sprinkler 2. These lengths are Inclusive of wind velocities up to 30 mph(18,6 kph). system, the clearance space around TABLE C the sprinkler barrel of dry-type sprin- EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS klers must be sealed.Due to tempera- MINIMUM RECOMMENDED LENGTHS ture differences between two areas,the potential for the formation of conden- You can also install Series DS-1 Dry- For dry pipe system installations, use sation in the sprinkler and subsequent type Sprinklers in the 1 inch NPT outlet only the side outlet of maximum 2-1/2 ice build-up is increased. If this con- of a GRINNELL Figure 730 Mechanical inch reducing tee when locating Series densation is not controlled,ice build-up Tee and GRINNELL G-FIRE Figure 522; DS-1 Dry-type Sprinklers directly can occur that might damage the dry- however,the use of the Figure 730 Tee below the branchline; otherwise, use type sprinkler and/or prevent proper and Figure 522 for this arrangement is the configuration shown in Figure 12 to operation in a fire situation. limited to wet pipe systems. assure complete water drainage from Use of the Model DSB-2 Dry Sprinkler The configuration shown in Figure 13 above Series DS-1 Dry-type Sprin- Boot,described in technical data sheet klers and the branchline. Failure to do is only applicable for wet pipe systemsso may result in pipe freezing and water TFP591 and shown in Figures 14 and where the sprinkler fitting and water- damage. 15,can provide the recommended seal. filled pipe above the sprinkler fitting are not subject to freezing and where the length of the dry-type sprinkler has the NOTICE minimum exposure length depicted in Do not install Series DS-1 Dry-type Figure 11.Refer to the Exposure Length Sprinklers into any other type fitting section. without first consulting the Tyco Fire For wet pipe system installations of 1 Protection Products (TFPP) Technical inch NPT Series DS-1 Dry Type Sprin- Services.Failure to use the appropriate klers connected to CPVC piping, use fitting may result in one of the following: only the following TYCO CPVC fittings: • failure of the sprinkler to operate • 1" x 1" NPT Female Adapter (P/N properly due to formation of ice 80145) over the Inlet Plug or binding of the Inlet Plug • 1" x 1" x 1" NPT Sprinkler Head . insufficient engagement of the Adapter Tee(P/N 80249) Inlet pipe-threads with consequent leakage TFP500 Page 7 of 10 _ RUN FACE OF t O 1 _1 —PLUGGED OUTLET TO WET _ SIDE SPRINKLER—J _ SYSTEM OUTLET FITTING PLUGGED �.� SPRINKLER FITTING HEATED HEATED EXPOSURE TO DRY (SEE DESIGN AREA AREALENGTH SYSTEM CRITERIA (SEE DESIGN SECTION) SPRINKLER DSB-2 CRITERIA AREA DSB-2 FITTING INTENDED SECTION) SUBJECT DSB-2 INTENDED TO AINTENDED FOR FREEZER (SEE DESIGN FOR FREEZER FOR FREEZER CRITERIA STRUCTURESA FREEZING STRUCTURES SECTION) STRUCTURES ii, L i T f T1/4 w1 FIGURE 12 FIGURE 13 FIGURE 11 SPRINKLER FITTING SPRINKLER FITTING EXPOSURE LENGTH UNHEATED AREA HEATED AREA STRAP TIES 1-3/4" DIA. (ENDS OCLEARANCE OPPOSING INSULATED SIDES OF HOLE FREEZER BOOT) ADHESIVE STRUCTURE DSB-2 BOOT DSB-2 p� ADHESIVE BOOT $ i 1-3/4" DIA. TT ..� T �.. . •......—..... ..—......---- (44,5mm) �I� € 1111111 CLEARANCEHOLE c��, � �i I • INSULATED i �� '� L. FREEZER STRUCTURE STRAP TIES INNDS-1 DS-1 (ENDS ON SHOWN WITH lif SHOWN WITH OPPOSING STANDARD ��/ STANDARD SIDES OF ESCUTCHEON ESCUTCHEON BOOT) FIGURE 14 FIGURE 15 MODEL DSB-2 DRY SPRINKLER MODEL DSB-2 DRY SPRINKLER BOOT WITH PENDENT SERIES BOOT WITH SIDEWALL SERIES DS-1 DRY-TYPE SPRINKLER DS-1 DRY-TYPE SPRINKLER TFP5OO Page 8 of 10 Installation Note: If sprinkler removal becomes have not operated,should be replaced necessary, remove the sprinkler using if they cannot be completely cleaned TYCO Series DS-1 5.6K Pendent, the same wrenching method noted by wiping the sprinkler with a cloth or Upright,and Horizontal Sidewall,Stan- above.Sprinkler removal is easier when by brushing it with a soft bristle brush. dard Response, Standard Coverage a non-hardening sealant was used Care must be exercised to avoid Dry-type Sprinklers must be installed and torque guidelines were followed. damage to the sprinklers before, in accordance with this section. After removal, inspect the sprinkler for during, and after installation. Sprin- damage. klers damaged by dropping, striking, General Instructions Step 3. After installing the ceiling or wrench twist/slippage,or the like,must Series DS-1 Dry-type Sprinklers must wall and applying a ceiling finish, slide be replaced. Also, replace any sprin- only be installed in fittings that meet on the outer piece of the escutch- kler that has a cracked bulb or that has the requirements of the Design Crite- eon until it comes in contact with the lost liquid from its bulb (Ref. Installa- ria section.Refer to the Design Criteria ceiling/wall.Do not lift the ceiling panel tion section). section for other important require- out of its normal position. The owner is responsible for the ments regarding piping design and sealing of the clearance space around When using the Deep Escutcheon, inspection,testing,and maintenance of the Sprinkler Casing. hold the outer piece in contact with the their fire protection system and devices Do not any sprinkler mounting surface(ceiling or wall).Then in compliance with this document, as Dothe install bulb-type thereisp a rotate the inner piece approximately 1/4 well as with the applicable standards if liquid bulb is cracked bulb.With s a lossiturn with respect to the outer piece, of the National Fire Protection Asso- ofto hold the Deep Escutcheon firmly ciation (e.g., NFPA 25), in addition to kler held horizontally,a small air bubble together. the standards of any other authorities should be present.The diameter of the having jurisdiction.Contact the install- air bubble is approximately 1/16 inch Care and ing contractor or product manufacturer (1,6 mm)for the 135°F (57°C) rating to with any questions. 1/8ainch(3,2 mm)for the 360°F(182°C) Maintenance Automatic sprinkler systems are rec- rting. ommended to be inspected, tested, Obtain a leak-tight 1 inch NPT sprinkler TYCO Series DS-1 5.6K Pendent, and maintained by a qualified Inspec- joint by applying a minimum-to-maxi- Upright, and Horizontal Sidewall, tion Service in accordance with local mum torque of 20 to 30 lbs.-ft.(26,8 to Standard Response, Standard Cover- requirements and/or national codes. 40,2 Nm). Higher levels of torque may age Dry-type Sprinklers must be main- distort the sprinkler Inlet with conse- tained and serviced in accordance with quent leakage or impairment of the this section. sprinkler. Before closing a fire protection system Do not attempt to compensate for main control valve for maintenance insufficient adjustment in an Escutch- work on the fire protection system eon Plate by under or over-tightening that it controls, obtain permission to the Sprinkler. Re-adjust the position of shut down the affected fire protection the sprinkler fitting to suit. systems from the proper authorities Notes: and notify all personnel who may be • Install pendent sprinklers only in affected by this action. the pendent position; install upright Absence of the outer piece of an sprinklers only in the upright posi- escutcheon, which is used to cover a tion. The deflector of a pendent or clearance hole, may delay the time to upright sprinkler is to be parallel to sprinkler operation in a fire situation. the ceiling. A Vent Hole is provided in the Bulb • Install horizontal sidewall sprinklers Seat(Ref.Figure 1)to indicate if the Dry in the horizontal position with their Sprinkler is remaining dry. Evidence of centerline of waterway perpendicu- leakage from the Vent Hole indicates lar to the back wall and parallel to potential leakage past the Inlet seal the ceiling. Ensure the word "TOP" and the need to remove the sprinkler on the Deflector faces the ceiling. to determine the cause of leakage; Step 1. With a non-hardening pipe- for example, an improper installation thread sealant such as TEFLON applied or an ice plug. Close the fire protec- to the inlet threads, hand-tighten the tion system control valve and drain the sprinkler into the sprinkler fitting. system before removing the sprinkler. Step 2. Wrench-tighten the sprinkler Sprinklers which are found to be using either: leaking or exhibiting visible signs of • a pipe wrench on the Inlet Band or corrosion must be replaced. the Casing(Ref. Figure 1) Automatic sprinklers must never be T pe 7 Sprinkler Wrench on painted, plated, coated, or other- • the W Y wise altered after leaving the factory. the Wrench Flat(Ref. Figure 2) Modified sprinklers must be replaced. Apply the wrench recess of the W-Type Sprinklers that have been exposed to 7 Sprinkler Wrench to the wrench flat. corrosive products of combustion, but TFP500 Page 9 of 10 P/N* 60 - XXX - X - XXX SIN SPRINKLER ESCUTCHEON FINISH FINISH(1) Pendent with TY3255CHROME SIGNAL WHITE 96 Standard Escutcheon(1"NPT) (Figure 3) 0PLATED POLYESTER 93 Pendent with TY3255 Deep Escutcheon(1"NPT) (Figure 5) NATURAL SIGNAL WHITE 1BRASS (RAL9003) 97 Pendent with TY3255 POLYESTER Recessed Escutcheon(1"NPT) (Figure 4) 92 Pendent without TY3255 2 NATURAL BRASS Escutcheon(1" NPT) (Figure 6) BRASS PLATED SIGNAL WHITE SIGNAL WHITE 94 Sidewall with TY3355 4 (RAL9003) (RAL9003) Standard Escutcheon(1" NPT) (Figure 8) POLYESTER POLYESTER 53 Sidewall with TY3355 CHROME CHROME Deep Escutcheon(1" NPT) (Figure 9) 9 PLATED PLATED 54 Sidewall without TY3355 Escutcheon(1"NPT) (Figure 10)I ORDER TEMPERATURE RATING(2) LENGTH(3) 98 Upright without TY3155 Escutcheon(1"NPT) (Figure 7) 0 135°F(57°C) 055 5.50" Notes: 1 155°F(68°C) 082 8.25" 1. Escutcheon Finish applies to sprinklers provided with escutcheons. 2. 360°F(182°C)temperature rating applies to non-recessed sprinkler 2 175°F(79°C) 180 18.00" assemblies. 3. Dry-type Sprinklers are furnished based upon"Order Length"as mea- sured per Figures 3 through 10,as applicable,and for each individual 3 200°F(93°C) 187 18.75' sprinkler where it is to be installed.After the measurement is taken, round it to the nearest 1/4 inch increment. " Use Prefix"I"for ISO 7-R 1 Connection(e.g.,1-60-961-1-180). 4 286°F(141°C) 372 37.25" 5 360°F(182°C) 480 48.00" TABLE D SERIES DS-1 DRY-TYPE SPRINKLERS,5.6K,STANDARD RESPONSE PART NUMBER SELECTION • SIN: • P/N from Table D Limited TY3255—Pendent Part numbers are for 1 inch NPT TY3155— Upright standard order sprinklers. Orders Warranty TY3355—Horizontal Sidewall for all other sprinkler assemblies must be accompanied by a complete For warranty terms and conditions,visit • Order Length: description. www.tyco-fire.com. Dry-type Sprinklers are furnished based upon Order Length as mea- Sprinkler Wrench Ordering sured per Figures 3 through 10, as Specify W-Type 7 Sprinkler Wrench, applicable.After the measurement is P/N 56-850-4-001 Procedure taken,round it to the nearest 1/4 inch Sprinkler Boot increment. Specify Model DSB-2 Dry Sprinkler Contact your local distributor for avail- • Inlet Connections: Boot, P/N 63-000-0-002 ability. When placing an order, indi- 1 Inch NPT This part number includes one(1)Boot, cate the full product name, including (Standard) description and part number(P/N). two(2)Strap Ties,and 1/3 oz.of Adhe- ISO 7-R 1 sive (a sufficient quantity for installing Dry-type Sprinklers (For information on ISO Inlet Thread one boot). When ordering Series DS-1 5.6K Connections, contact your Tyco Pendent,Upright,and Horizontal Side- Sales Representative.) wall, Standard Response, Standard . Temperature Rating Coverage Dry-type Sprinklers,specify the following information: • Sprinkler Finish • Escutcheon Type and Finish, as applicable 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651)284-5005 St.Paul, Minnesota 55155 1-800.342-5354 LABOR I DU TRY www.dli.mn.gov L�►iJ ri ;` Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Lakeside on Prior Lake, 3950 Green Heights Trail SW,Prior Lake, Scott County,Minnesota,Plan No.PLB1505-00043 OWNERSHIP: SUBMITTER: JRH Plumbing LLC, 652 Laurel Avenue,Hudson,WI 54016 Plans Dated: April 21, 2015; Signed:April 29, 2015 Date Received: May 5,2015 Date Approved: May 22,2015 SCOPE: This review is limited to the provisions of the Minnesota Plumbing Code,as amended. The review is based upon the supposition that the data on which the design is based are correct. Approval is contingent upon requirements included in this report. A copy of the approved plans,specifications, and this Report on Plans must be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. No plumbing work may be covered prior to completing the required tests and inspections. The contractor/installer must obtain an inspection permit from the Minnesota Department of Labor and Industry when an installation is for a state owned facility,Minnesota Department of Health licensed healthcare facility, or a project in an area where there is no local administrative authority. To schedule inspections, contact the state plumbing standards representative for your region. For your regional inspector's contact information,visit our website at http://www.dli.mn.gov/CCLD/CCLDContactus.asp REQUIREMENT(S): 1. The floor drain receiving the dipperwell discharge must be individually vented in accordance with Minnesota Rules,part 4715.2620 and part 4715.1300,subpart 4. 2. The drain branch serving the hand sink and three floor drains must be at least 2'h inches in size(see Minnesota Rules,part 4715.2310, subpart 2). 3. The drain branch serving the hand sink,dishwasher,and floor drain must be at least 21/2 inches in size(see Minnesota Rules,part 4715.2310, subpart 2). 4. A single trap and waste may serve the four-compartment sink if the trap is located not more than 30 inches from each compartment outlet(see Minnesota Rules,part 4715.0900). Otherwise,an additional trap and vent must be provided. 5. Indirect waste pipes from appliances, devices, or equipment not regularly classed as plumbing fixtures,but which are equipped with drainage outlets,must be trapped,but the traps need not be vented. The waste pipe must be at least 3/4 inches in size,but not less than the size of the outlet or tail piece of the equipment served(see Minnesota Rules,part 4715.1510). 6. The water supply line to the dock area and the outlet must be identified as nonpotable in accordance with Minnesota Rules,part 4715.1910. 7. A cleanout must be provided near the base of each stack(see Minnesota Rules,part 4715.1000). This information can be provided to you in alternative formats(Braille,large print or audio). An Equal Opportunity Employer Lakeside on Prior Lake Plumbing Plan No.PLB 1505-00043 Page 2 of 3 May 22, 2015 8. If CPVC is to be used for the water distribution system,the fixture supply branches to the flush valve water closets must be at least 11/2 inches in size. 9. A note on Sheet P3 indicates that the domestic water piping on the plans are sized for copper installation and that if CPVC water distribution piping is installed,verify the pipe sizing meets the CPVC maximum velocity requirements. Please note that any changes to the water distribution system sizing must be submitted to this office and approved prior to installation. 10. Above-grade horizontal plumbing piping must be supported as follows(see Minnesota Rules, part 4715.1430,subpart 4): a. Plastic pipe: at least every 32 inches. b. Cast iron: at least every 5 feet; or 10 feet when ten foot lengths of pipe are used. c. Copper tubing(11/4-inch or less): at least every 6 feet. d. Copper tubing(1'/2-inch or over): at least every 10 feet. 11. The lawn irrigation system shall be provided with an approved backflow preventer in accordance with Minnesota Rules,part 4715.2110,T,and part 4715.2100. 12. The plans and specifications were prepared by a licensed plumber. Only the plumber who has prepared the plans may use the plans for construction. If another plumber is contracted to install the plumbing,they must submit their own plans and specifications for the project. 13. This plan review is for the plumbing systems only and does not pertain to the licensing requirements for the facility. Additional plans,information and fee may be required by the licensing authority for review. Changes to the plumbing system may be required as a result. Revised plumbing plans showing any significant changes to the plumbing system must be submitted to and approved by this office prior to installation. 14. The plans show the installation of two roof drains,therefore, an additional$150 is required for the plumbing plan review fee. Please provide this remaining portion of the required fee. 15. A detail drawing shows the installation of a grease interceptor,however, a grease interceptor is not indicated on the floor plan,waste and vent riser diagram, or the fixture list. If a grease interceptor is to be installed, revised plans must be submitted showing its installation and specifications must be provided. An additional plan review fee of$70 would also be required. 16. The plumbing plan review application indicates that this building is to be served by the existing municipal water and sewer services that served the previous building. Verify that the existing services are sized adequately to serve the proposed plumbing system. The existing sewer service must be at least 6 inches in size. If new services are required to be installed,plans, specifications, and the required plan review fee must be submitted to and approved by our office prior to installation. NOTE(S): 1. The scope of this project consists of the demolition of an existing building and the construction of a new building in its place. The plumbing installation includes water closets,urinals,a single lavatory,multiple user lavatories,three-compartment sinks, a pre-rinse sink,prep sinks, dishwashers,hand sinks,bar sinks, mop sinks,beverage equipment,ice bin, a water supply line to the dock area with an RPZ backflow preventer,wall hydrants, 100-gallon water heater, and roof drains. LPlumbiakeside on Prior Lake ng Plan No.PLB 1505-00043 Page 3 of 3 May 22,2015 2. This facility will be served by existing municipal water and sewer services. Authorization for construction in accordance with the approved plans may be withdrawn if the plumbing installation is not undertaken within a period of two years. Plan approval does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information,or advanced knowledge make improvements necessary. Approved: ► Z— Colleen Erickson Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5881 cc: JRH Plumbing LLC City of Prior Lake Building Official MDH EHS via e-mail File Minnesota Department of Labor and Industry Licensing and Certification Services Construction Codes and Licensing Division Phone: 651.284.5034 443 Lafayette Road N Email: DLI.License@state.mn.us Saint Paul,MN 55155 Website: www.dli.mn.gov/ccid.asp NOTICES . NOT TRANSFERABLE JRH PLUMBING LLC CHANGE YOUR BUSINESS STRUCTURE 652 LAUREL AVE SUBMIT A NEW APPLICATION FOR NEW ENTITY HUDSON,WI 54016 RENEW OR REPLACE INSURANCE POLICY SUBMIT NEW CERTIFICATE OF INSURANCE • NOTIFY THE DEPARTMENT OF A CHANGE IN YOUR BUSINESS. Failure to do so,subjects you to administrative penalties of up to$10,000 15-Day Notice Requirement—Forms available online at www.dli.mn.{ov/COLD/LicUodate.asp • Change in business'physical address,malting address,phone number,or email address • Change in control,owners,officers,directors,members,partners • Change in business'legal name'and/or assumed name • Loss of or change in MASTER PLUMBER • Change in general liability insurance or workers'compensation insurance coverage Immediate Notice Requirement Notification to DLI in writing • Judbrrtent Debtor. A licensed contractor has 15 days to provide written notice of the finding that it is found to be a judgment debtor based upon conduct requiring licensure. • Bankr ptcv Petition Filed. A licensed contractor has 15 days to provide written notice that it filed a petition for bankruptcy. • Conviction Notice. A licensed contractor has 10 days to provide written notice that it has been found guilty of a felony,gross misdemeanor, misdemeanor or any comparable offense related to the license, including convictions of fraud, misrepresentation,misuse of funds,theft,criminal sexual conduct,assault,burglary,conversion of funds,or theft of proceeds in this or any other state or any other United States jurisdiction.' YOUR CERTIFICATE IS BELOW THE PERFORATION. SHOW CERTIFICATE WHEN OBTAINING PERMITS. �raF PLUMBING CONTRACTOR �. I..a.soR&ilut�iusrt�r Construction Codes and Licensing Division Licensing and Certification Services 443 Lafayette Road P'&t Paul,MN 55155 Website: www.dii.mn.aov/cctd.asp Email: ati ricense@state.mn.us; Phone: 951.284.5034 This is to certify that the certificate holder is licensed as aPLUMBING CONTRACTOR in the state of Minnesota and is in compliance with Minnesota Statutes 3268.46,and tray perform or offer to perform plumbing work Gatlin all areas of the state during the license period; provided the responsible individual is at all times a MASTER;PLUMBER andwthe certificate holder maintains compliance with the required bond,general liability insurance,and workers'compensation laws. License : ' PLUMBING CONTRACTOR' L Lic Number `: PC692.784 JRH PLUMBING LLC a Effective Date 04/09/2015 652 LAUREL AVE Expiration Date`: 12/31/2015 HUDSON,Wi 54016 T VERIFY UP-TO-DATE STATUS,'BOND,AND INSURANCE INFO AT wwwr.dli.mn.ciov/cctd/LicVerifv.aso(ENTER NUMBER). DATE(MM/DD/YYYY) AC CERTIFICATE OF LIABILITY INSURANCE 5/29/2015 R.THIS CERT�IFIMCATEI DO ESN TS AF FFIRMATIVELY O R N EGATIVELYIAM END, AND X END R ALT RTITS HE C OVERAGE AF FORDEID BT T HOE PGHUPON THE CERTIFCAE EOLICIES BELOW. T HIS CERTIFICATE O F INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING I NSURER(S), AUTHORIZED _ THIS REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Hanson Agencies Inc PNAME:HONE Berkley Assigned Risk Services Landahl Ins of c.No.Ext): (888)548-7431 FAX No.): (866)215-8118 3822 W Broadway nDDRESS: PolicvServiceS iberklevrisk.com INSURER(S)AFFORDING COVERAGE NAIC# Robbinsdale,MN 55422 INSURER A: MN Workers Compensation Assianed Risk Plan 99981 INSURED JRH PLUMBING LLC INSURER B: INSURER C: 10730 BRIGGS DR,STE B INSURER D: INSURER E: INVER GROVE HEIGHTS MN 55077 INSURER F: —COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE OF INSURANCE LISTED BELOPERIO INDICATED. NOTWITHSTANDINGPOLICIES ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTHAVE BEEN ISSUEDOOR OTHER DOCUMENT WIITHTHE INSURED NAMEDERESPECT TOFOR THEL WICY HICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSF( ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSR WVD (MM/DD/YYYY) (MM/DD/VYYY) EACH LIABILITY OCCURRENCE $ DAMAGE TO RENTED $ ❑ COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) 0 CLAIMS-MADE 0 OCCUR 0 0 MED EXP(Any one person) $ ❑ PERSONAL&ADV INJURY $ D GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY 0 JOCOT 0 LOC $ ❑ 0 COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ❑ALL OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ HRED 0 PROPERTY DAMAGE $ AUTOS • HIRED AUTOS EllNON-OWNED (Per accident) _ ❑ 0 _$ UMBRELLA LIAB El OCCUR 0 ❑ EACH OCCURRENCE $ • EXCESS LIAB ❑CLAIMS-MADE —AGGREGATE $ • DED ❑ RETENTION$ $ WC STATU- OTH- WORKERS COMPENSATION YIN TORY LIMITS ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E E.L EACH ACCIDENT $ 500000.00 0 A OFFICE/MEMBER EXCLUDED? N/AWC-22-04-228091-00 11/22/2014 11/22/2015 E.L.DISEASE-EA EMPLOYEE $ 500000.00 in NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000.00 - ❑ ❑ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name All Entities/Insureds: Officer Include JAMES HANSEN JRH PLUMBING LLC CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE JRH Plumbin THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 652 Laurel Ave AUTHORIZED REPRESENTATIVE Hudson WI 54016 Act DATE(MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE 05/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). corlrAcr PRODUCER NAME DAVE HANSON— __— A/C,No, 763-533-5391 1 F,vc,No):763-535-4113 LANDAHL INSURANCE AGENCY PHO EExt): 3822 W.BROADWAY E-MAILAODREss_DHANSON(5 PCLINK.CO -- ROBBINSDALE, MN 55422 _ _INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: WESTERN NATIONAL MUTUAL INS CO _ — INSURED INSURER B: -- JRH PLUMBING , LLC INSURER C: -- — 652 LAUREL AVEINSURERD: _ --- I r HUDSON,WI 54016 INSURER E: — ,INSURER F: L_ COVERAGES CERTIFICATE NUMBER: 100146 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL ISUBR POLICY EFF POLICY EXP LIMITS _LTR TYPE OF INSURANCE I INSD WVD POLICY NUMBER (MM/DDIYYYY AMMIDDIYYYY) _ - 1,000,000 A X COMMERCIAL GENERAL LIABILITY X X 0001071159 11/21/2014,11/21/2015 EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE XJI OCCUR I, PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 — — -- - PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY JECT X LOC — $ A AUTOMOBILE LIABILITY OTHER: — - C•MBINED SINGLE LIMIT $ 1,000,000 0001071159 11/21/2014 11/21/2015_(Ea accident) BODILY INJURY(Per person) $ X ANY AUTO ALLUOWNEDSI SCHEDULEDOBODILY INJURY(Per accident) $ __ AUTOS _�AUTOS PITY DAMAGE $ NON-OWNED y (Peracadent) X HIRED AUTOS X AUTOS A X UMBRELLA LIAB11/21/2014 11/21/2015 EACH OCCURRENCE $ 1,000,000 OCCUR 0001071159 1,000,000 EXCESS LIAB CLAIMS-MADE i AGGREGATE $$ DED RETENTION$ � "--- -- - • `' WORKERS COMPENSATION WORK • COMP TATUTE ER E. AND EMPLOYERS'LIABILITY L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE V NIA CERTIFICATE — -- OFFICER/MEMBER EXCLUDED? _ I (Mandatory NH) TO BE ISSUED E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SEPARATELY BY r E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below —_ AR -- DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: ALL JOBS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE JRH PLUMBING , LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 652 LAUREL AVE ACCORDANCE WITH THE POLICY PROVISIONS. HUDSON,WI 54016 AUTHORIZED REPRESENTATIVE w ©1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013/04) The ACORD name and logo are registered marks of ACORD 1 940 PARK RIDGE COURT /r' CHASKA, MN 55318 OFFICE (952) 368-3358 /esp s\ FAX (952) 368-0264 PR WWW.GETESF.NET EP1C SECURITY PRUFESSIUNAl.5 Fire Alarm Equipment Submittal September 18, 2015 Project: Charlie's Port on Prior 3950 Green Heights Trail Prior Lake, MN 55372 Electrical Contractor: Cal-Tex Electric 17001 Fish Point Road Suite #104 Prior Lake, MN 55372 Phone (952) 447-1125 Fax (952) 447-2013 Supplied and Installed By: Epic Security Professionals, Inc. 1940 Park Ridge Court Chaska, MN 55318 Phone (952) 368-3358 Fax (952) 368-0264 Web www.getesp.net if 1940c HPAAsRKKA,RIMDNGE 5531COUR8T OFFICE (952) 368-3358 / 'eSp FAX (952) 368-0264 _ WWW.9ETES P.NET EPIC SECURITY PROFESSIONAI_E: Fire Alarm Equipment List Fire Alarm System Qty Type Description Rough In Box 1 5700 Fire Alarm Control Panel Surface Mount 2 PS-1270 7 amp hour batteries FACP 1 SK-Photo Addressable Smoke Detector 4" Octagon w/base 1 SK-Pull Addressable Pull Station Single gang 7 SK-Monitor Monitor Modules 4" Square 2 PC2W White Ceiling Mount Horn Strobe 4" Square Multi Candela 5 SR Red Wall Mount Strobes 4" Square Multi Candela r INTELLIKNIGHT FIRE ALARM CONTROL PANEL SILENT IntelliKnight® Model 5700 KNIGHT Single Loop Addressable ® Fire Alarm Control System by Honeywell The affordable addressable fire alarm control panel solution. IntelliKnight Model 5700 is a class leading single loop addressable fire alarm control/communicator system. 5700 provides you with the revolutionary value and performance of addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, that includes an easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1-800-328-0103. Description The basic IntelliKnight 5700 system can be enhanced by adding modules such as 5860 remote annunciator, 5824 M n serial/parallel printer interface module (for printing system reports), and 5496 intelligent power module. 5700 supports SD or SK devices. 5700 also features a powerful built-in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. Features • Built-in support for up to 50 SK detectors and 50 SK IST modules creating a total point capacity of 100 points �t��``` • Built in support for up to 50 SD devices inteu[c„tgnt' • Up to 125 zones and 125 output groups • Uses standard wire—no shielded or twisted pair Model 5700 required • Built-in digital communicator • Improvements in SKSS deliver five times faster • Central station reporting by point or by zone upload/downloads • Supports Class B (Style 4)and Class A(Style 6 or 7) . Built-in RS-232 interface for programming via PC configuration for SLC • Built-in Form C trouble relay rated at 2.5A at 27.4 • Drift compensation VDC • 13 pre-programmed output cadences (including ANSI- • Programmable date setting for Daylight Saving 3.41) and 4 programmable outputs Time • Notification circuits configurable as 1 Class A(Style Z) Installation or 2 Class B (Style Y), or auxiliary power for resettable, constant, or door holder power The 5700 is a surface mount FACP • Built-in synchronization for AMSECO, Gentex®, Compatibility Faraday, System Sensor®and Wheelock®appliances The 5700 signal line circuit(SLC)supports multiple • Built-in annunciator with 80-character LCD display device types of the same protocol: • RS-485 bus provides communication to system • SK accessories • SD • Upload or download programming, event history, or detector status onsite or from a remote location using You cannot mix SD and SK SLC devices on a FACP. a PC and 5660 Silent Knight Software Suite (SKSS) • Two built-in Form C programmable relays rated at 2.5A at 27.4 VDC INTELLIKNIGHT FIRE ALARM CONTROL PANEL Model 5700, Fire Alarm Control Panel SB85J of 58853 14 1111 rd 1 �� 1 1 � 5821 Z= :=TW-=' tea i3 mmm OH .��n fv . My - PGeaasWb MadiYn 44.91.1k. a :u.b Aa We a:.. ,ler I rz. wY Sie,a :dM Lle,<.v .brt...IL,bfu 1 ..: u< —. Wiv .-' sen,"_ mann er°u r.,,.e sa o teat ,an PPEMn '� ;. lb +,en:': 3i - I IVs -i ll il 4.1.1 .;:'4;1 ; 1 5496 l m�m . adt,-., r._ A 5700 ........ 11-,w... Specifications S-BUS Accessories 5670 Silent Knight Software Suite Electrical 5860/R Remote Fire Annunciator End-user facility management software allows viewing of detector status and event Primary AC: 120 VAC,60 Hz, 1.5A Features the same 80 character backlit LCD history via modem or direct connection. Total Accessory Load:2.5A @ 27.4 VDC display keypad and firefighter's key switch RBB Notification Power.2.5A @ 27.4 VDC, as the 5700.The system can be fully power-limitedprogrammed and operated from any 5860. Remote Battery Box Accessory Cabinet.Use Standby Current:200 mA 5860 is gray and 5860R is red. if backup batteries are too large to fit into Alarm Current:365 mA FACP cabinet. Dimensions: Notification/Aux Power Circuits: 5496 Intelligent Power Module 16"W x 10"H x 6"D 2.5A @ 27.4 VDC per circuit, A 6 amp notification power expander that (406 mm W x 254 mm H x 152 mm D power-limited provides four additional power-limited SK-SCK Battery Charging Capacity:7.0-35.0 AH notification appliance circuit outputs. Battery Size:7 AH max.allowed in FACP Seismic Compliance Kit) cabinet.Larger capacity batteries can be 5880 LED/IO Module housed in an RBB accessory cabinet. Features 40 LED outputs,8 normally open SD505-DTS-K Physical dry contact inputs and one piezo output. Remote test switch that provides remote key Dimensions: 5865-3 and 58654 operated test function and annunciation of 12.75"W x 15.2"H x 3.4"D Remote LED Annunciator detector alarm with SD505-DUCTR. (32.39 W x 38.42 H x 8.57 D cm) Features 30 Programmable LED(15 red and SD and SK Devices 15 yellow)outputs and a piezo sounder.The Weight: 11.5 lbs. (5.2 kg) 5865-4 adds a silence and reset switch to See the data sheets listed below for a Color:Red the package. complete listing of the SD and SK devices. Telephone Requirements: 53624 SD Devices data sheet 5883 Relay Board FCC Part 15 and Part 68 approved Features 10 general purpose Form C relays. 53623 SK Devices data sheet Type of Jack:RJ31X(two required) Used with 5880 module. Listings 5824 Serial/Parallel Printer NFPA 13,NFPA 15,NFPA 16,NFPA 70,& Interface Module NFPA 72:Central Station;Remote Provides one parallel and one RS-232 serial Signalling;Local Protective Signalling port for connecting a printer to 5808.Use to Systems;Auxiliary Protected Premises Unit; print a real-time log of system events, &Water Deluge Releasing Service.Suitable detector status reports,and event history. for automatic,manual,waterflow,sprinkler Interfaces with building control system. supervisory(DACT non-coded)signalling Miscellaneous Accessories services. Other Approvals:UL Listed; 5660 Silent Knight Software Suite CSFM 7170-0559:144;MEA 429-92-E Vol, User-friendly Windows software for remote XVI;OSHPD(CA)OSP-0065-10 programming of 5700s using a PC.Upload and view panel account information,event history,and detector status. SILENT This document is not intended to be used for installation purposes.We try to MADE IN AMERICA keep our product information up-to-date and accurate.We cannot cover all P/N 350392 Rev L KNIGHT applications anticipate all requirements.All specifications are subject ©2013 Honeywell International Inc. to change without notice.For more information,contact Silent Knight 12 by Honeywell Clintonville Road, Northford,CT 06472-1610 Phone:(800)328-0103, Fax:(203)484-7118.For Technical Support,Please call 800-446-6444. www.silentknight.com ‘1\1\\IY. /POWER Rechargeable Sealed Lead-Acid Battery PS -1270 12 Volt 7.0 Amp. Hrs.mottitFeatures: • Absorbent Glass Mat(AGM)technology for superior performance. • Valve regulated, spill proof construction allows safe operation in any position. • Power/volume ratio yielding unrivaled energy density. • Rugged plastic case and cover • Approved for transport by air.D.O.T.,I.A.T.A., F.A.A.and C.A.B.certified. • U.L.recognized under file number MH 20845. • PERFORMANCE SPECIFICATIONS Nominal Voltage 12 volts (6 cells in series) Nominal Capacity 20 hour rate (350mA to 10.50 volts) 7.0 A.H. 10 hour rate (650mA to 10.50 volts) 6.5 A.H. 5 hour rate(1.2A to 10.20 volts) 6.0 A.H. 1 hour rate(4.5A to 9.00 volts) 4.5 A.H. 15 min rate (14A to 9.00 volts) 3.5 A.H. Approximate Weight 5.70 pounds (2.59 kg) Energy Density(20 hour rate) 1.43 Watt-hours/cubic inch (87.3 Watt-hours/i) Specific Energy (20 hour rate) 14.7 Watt-hours/pound (32.4 Watt-hours/kg) Internal Resistance (Fully Charged Battery) 22 milliohms (approximately) Maximum Discharge Current( < 7 Min.) 21 amperes Maximum Short-Duration Discharge Current ( < 10 Sec.) 70 amperes Terminal configurations Quick disconnect tabs, "Fl":0.187"x 0.032", mate with AMP.INC. FASTON"187" Quick disconnect tabs,"F2": 0.250" x 0.032",mate with AMP.INC.FASTON"250" Shelf Life-%of nominal capacity at 68° F(20°C) 1 Month 97% Charge 3 Months 91 6 Months 83% Operating Temperature Range 4°F (-20°C)to 122°F (50°C) Discharge -4°F (-20°C)to 140°F (60°C) Case ABS Plastic a r TECHNICAL DATA: PS-1270 Shelf Life and Storage Discharge Characteristics 100 `•mi® Charging isnot 14.0) Ili 1 I 1 1 i I I o ,\'_•.®®®®®necessary unless Ambient Temperature 20°C(68°F) 72 \ \ 7 100%of capacity ,",■■.`•.■. e� 13.0 sr fired. __0' i0 80 ` Charging before y -��- ' I ®\;�E41®■® 5°C use is necessary R 12.0 - \ . 60®®"®,®® (41`F) tollcapacover 2.. -- ` full capacity. 0 11.0 '® d 1111111111111111111111111■■.r taefyullfail c 10.0 1 4A 0.7A 0.35A 40®®40°C 30°C 20°C Do not 'E 3.5A (104°F) (86°F) ® (68°F) ® batteries reach ' 9.0 Final 7A a ® ■ 's state Voltage 8.0 III 14A mg.00 2 4 6 8 10 12 14 16 18 20 Standing Period(Months) 1.2 2.4 6 12 24 36 48 1 2 4 6 810 20 40 mina X hrs. Discharge Time Life Characteristics in Stand-By Use Ambient Temperature 20°C(68°F) Discharge Time vs.Discharge Current 100wok,p774.1 A ` .- , :% i, ' 20 ,� 80 ..5:: 15to \ v cg. 60 10 \ v Float Charging Voltage 9 40 2.25-2.30 V/Cell 5 Final • 20 1111 2e ' 10.15V, \\ 0 10.2V \ 0 1 2 Years 3 4 E 1= X 1 \\ m E 30 9.60V . Life Characteristics in Cyclic Use 6- \ u w 120 p 9.0V \40°C(104°F) 100 10 ` 20°C (68°F) 0°C (32°F) 60 5 I I 6.,DVI ,_ -, I o 60 Discharge Discharge Discharge 0.35 0.7 1.4 3.5 7 14 De i 100% Depth 50 i Depth c Discharge Current(A) 0 40 m 1.Discharge Current 0.2C(Final Voltage 1.7V/Cell) 20 2.Charge Current:0.1C 'I I I Physical Dimensions: in.(mm) Terminals 3.Ambient Temperature:20°C to 25°C(68°F to 77°F) I I 1 -F1" FASTON 0 0 200 400 600 800 1000 1200 o.i8r.o.32 LID I quickquick .0disconnect M Number of Cycles it "F2° FASTON M CHARGING LID ozso-.ao quitabck Otedisconnect Cycle Applications:Limit initial current to 2.1A.Charge until battery1.. 5.95(151) J voltage(under charge)reaches 14.40 to 14.70 volts at 68°F(20°C). Hold at 14.40 to 14.70 volts until current drops to approximately 70mA. Battery is fully charged under these conditions,and charger should t- either be disconnected or switched to"float"voltage. "Float"or"Stand-By"Service:Hold battery across constant volt- -41tf Sealer=Battery .. age source of 13.50 to 13.80 volts continuously.When held at this ii.PO!!/EB SOgie voltage,the battery will seek its own current level and maintain itself oos MODEL PS-1270 F1 in a fully charged condition. t2yo• V.°N"°.Hr. 4 Q' NOTE:Due to the self-discharge characteristics of this type of bat- �. . ••:;'s tery,it is imperative that they be charged after 6-9 months of stor- .s - -`- age,otherwise permanent loss of capacity might occur as a result of Tolerances are+/.0.04 in.(44-1 mm)and+/.0.08 in.(+/-2mm)for height dimensions. SUlfatI . All data subject to change without notice. OWER � � �SON/C SAPLES 8 MARKETIiNG IS munni 2000 CUSTOMER SERVICE _Olga 3106 Spring Street7550 Panasonic Way rim Redwood City,CA 94063 USA FM39170 San Diego,CA 92154 USA Tel: 650-364-5001 Fax:650-366-3662 4Fre9 Tel:619-661-2030 Fax: 619-661-3648 national-sales@power-sonic.com www.power-sonic.com customer-service@power-sonic.com 11104 1M PRINTED IN U.SA. . , SI I,I,N 1 ,,,‘:,, ,Gic7.0ectrP:Nl7otamiVb:iluiesc h•arile, Port on Prior 1, , ,,, ,.._.s,,,,,,,e0:41.,..!::,y, )-1ivi,Liih7s,,..-11 12542 , , . , -' Project ' . . ... , , TCN KN I(,,'IrI:1' Prepared BY:1-T°n1 Cashman - ',,,vi,t41„,recitri„,bnpgFaactri:iainr;g1 ',, ,',.. bate:19/18/2015 I - - -'---;.,,T.iiretIolcl, -:1 ''-. - 5700 Calculations ' - '' • ,,,,,,,,.,,,,,,-,-r,,,,-,r,-'.',,,,,,-,.-'',--,`-',-`•;M ::',4`,'IT,:,',f,,-`, ';'';:::,',',,'„-- ''''.'-:'-'''','',"-'' ' '` ' , -, '' ,, - , ' . , ' '`::::-'`L, ' -' -Current:,- ,,-,5-Airips`• Panel Ip:15700 Model:5700Add.Fire Alarm Control Panel Max NAG ts Ma Panel Current 25 Amps Lecatiar17.-1Lower Level By Sprinkler Riser t , aw Wire AWO Ohms Per th(ft);',-,'","Actual '-,-- Volts,@-‘•,''',, .Abi,Clii Ckt# Circuit C,arrPn1 1... .. -1000 Ft.- - One-Way , Ohms, EO Standby Alarm &Tlpe 5700---:" ' 5700 CTRL Panel , _ 0.200 0.365, sK.-'....„,,, Photo,Photo-T,PhotoR ' l 0.000 0.0008K Ion '''' ' ' 0000 0.000 - ,,, -: ---.. sit;,-'' - Heat,Heat-HT,ROR -, 0.000 0.000 Sic Beam,Beam-T 0.000 0.000 Duct 0.000 0.000 Acclimate 0.000 0.000: Sk'',.; ,-, „ FIRE-CO ..,,, 0.000 0.000 Control ,, ' -'-- Sk',-,-, .'r e Control-6 , 0.000 0.000 0.000 0.000 Sk,-, - _• Rela Mon-2 , SK‘''..-,i"--- Monitor,Minimon Si( -' Monitor-2 ''‘'. . 0.000 0.000 SKr.':''r'''- '' Monitor-10 ':$1c..- '' - Pull-SA,Pull-DA1 0.000 0.000 „„'-„, !Sl<,--•_:-.'-,.' ", Relay 0.000 0.000 Relay-6 , 0.000 0.000 • K'3 , Zone -,,, sic ,:,, , Zone-6 ,:,:-.-,•,,7,=':";1',,,..7.:76it,,.;',",,-'.i,;:' Isolator Module 0.000 0.000 5201!,,',.: Isolator Base 0.000 0.000 B00tk.,:,,7,' Sounder Base Bt0ó1;,.'-';:,T,,,--.1 Intelligent Sounder Base ,, i3iijijeit4,.. ,., Low Freq Sounder Base ..--'''',, 0.000 0-000 ,''',-''''- ' ' - ,' --' •-,. '', --,, ,,,, , ,. ,,,.,,. ,,,, ,,,,;,,,,,, ' - - , • ' .,,, ... ,„,, .. . ,- -,. ,,-. . ,,, , , , ,,,., B2043.drt:Fi..-r.'•,‘,Low Freq Sounder Base '",,,;';'L.,,,,,,, -'-' ,(4.24F,i1 '....,;.".;,-;!-:„.'Relay Base Magnetic Remote Test ':.•::,Rit151fik -Y,',',.. Key Activated Test ,._, Remote LED 0.000 0.000 -,- '---..-',,..,-',,,',-;•6860-11-;.,-,:,'. LCD Remote Annunc. L.,L LCD Remote Annunc. 549e,.. ...;,:_-,, Power Expander '1 i66.-xi.,,-„,,i ,..:::,Power Expander - 0.000 0.000 _3 ' ' , , - , , ':,:i'!':: ...,:, :,'''':,/?,-?:''''-iiitigli:':::',i''',,,,•:,",:: LED Annunciator(3G) '-'i-',I.''..•-,E 0.000 0.000 -, 664: ..-' LED Annunciator(4G) 0.000 0.000 0 000 ..5880.,.. LED Driver Module , , -, - ,- '-:., . - ,-: - :, '.-- -,,-- --,-- • ' ,;',2'-:',::..,-'' 0.000 0.000 -,-,•-- ---• , 6 00.,, 1 ,_20.40 0.00% Relay Module 0.000 0.490 #14 Solid 1 '-rr 2;52 . '•''-,''''..',-IIA‘C'''_#1''',''.-,'-''''-' Notification Appl Circuit Li-i' ' ---. • n A I Circuit 0.000 . N,-,,,#2,, . Notification pp o 000 #14 Solid - ' 2:52 . ., Jatal,Standbf., :iitTait-..Ar'n?.! ,; ::,, „,,.: 0 236 0.948 TotatAlarm-Currerrt(Arnps ) ',., 0.00 20.40,- 0.00% 6:6-63,: Allin,TiMSIn'itAirititeil:S0,-'L.'," (5 klin6) 66'ci6i'tilildlii'i4Lirs:'':'2'":''' Total Alarm AH Required' ' • c''- -'-.Tliii;d6;,Ai4 ileattiti)i,,,'"5.662,, '-0.07.9 Command Shortcuts "" •'"",' ' :•:, Total boinbiriefi' l-i*eciui1-!d : 74 , Multiply.SV T)i1:)!T 4in...." g':,Fad,, ?if ,:,,,,,,,,,,,,,,,,I.,.,,..t.2!:,y,,I,:ii., [ Configure Circuits I Print Page Minimum Battery AitigHoilm ctacttii -, kl',--Att.s,tt • 7 j Job Name: Chariles Port on Prior Prepared By: Tom Cashman TS642681 Epic Security Professionals, Inc. 1940 Park Ridge Court Chaska, 55318 612-965-5368 Circuit Information Panel Name: 5700 SK FACP (1) amp circuit Circuit Name: NAC 1 Class B @ 14 AWG Starting Voltage: Starting Voltage = 20.4 DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from Dist from 12 14 16 ' 18 (Amps) last device source(ft) Horn/Strobe 15/75 0.080 Temporal,Medium 50 50 20.302 20.244 '.20.151 20.004 PC2W Horn/Strobe 15/75 0.080 Temporal,Medium 50 100 20.219 20.113 19.943 19.673 PC2W Strobe 15 0.066 50 150 20.153 20.008 19.775 19.406 SR Strobe 15 0.066 50 200 20.100 19.923 19.641 19.193 SR Strobe 15 0.066 50 250 20.060 19.860 19.540 19.033 SR Strobe 15 0.066 50 300 20.033 19.818 19.473 18.926 SR Strobe 15 0.066 50 350 20.020 19.797 19.440 18.873 SR Total current/amps 0.490 I Total Dist:350 I voltage dropl 0.3801 0.6031 0.9601 1.527 9/20/2015 1 INTELLIKNIGHT ACCESSORY SILENT ` SK-Photo, SK-Photo-T tilwi KNIGHT and SK-PhotoR by Honeywell Intelligent Photoelectric Smoke Sensors The SK-Photo is a photoelectric smoke detector, the SK-Photo-T is a photoelectric smoke detector with thermal and SK-PhotoR is a photoelectric detector with remote test capability. These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IntelliKnight Fire Alarm Control Panels (FACPs). For more information about the IntelliKnight system, or to locate your nearest source, please call 800-328-0103. Description • Optional remote LED annunciator 3 (System Sensor®PN RA PN r , SK-Photo and SK-Photo-T are plug-in . Plug-in mounting provides ease of . M , 1 *Ar' type smoke sensors that combine a installationi 4,1 p4244,0,-..,Cr photoelectric sensing chamber with Tamper-proof feature available on , ','44,,,,°:1 ,.$ addressable analog communications. .-?'le: mounting bases Point ID capability allows each ' • Listed for use in duct applications detector's address to be set with rotary . address switches,providing exact • Rotary address switches for fast �. detector locations for selective installation maintenance when chamber • UL Listed * ` contamination reaches unacceptable FM Approved 'y.� levels. 4 3 F Specifications `'' " 1. ,'...- unique ' e , * " � SK-Photo and SK-Photo-T have a f � " ��'x u,`°'. unique optical sensing chamber that is Physical engineered to sense smoke produced Height:2.0"(5.0 cm) SK-Photo (Base included) by a wide range of combustion Diameter:4.1"(10.4 cm)installed in sources. In the SK-Photo-T;dual B501 base Installation electronic thermistors add 135°F (57°C) Electrical thermal technology to maximize Operating Voltage: 15-32 VDC The SK-Photo and SK-Photo-T plug detection. into a compatible IntelliKnight-series Standby Current: detector base.The SK-PhotoR is a The capableSKdetector is a use wremotith theht 300 pA @ 24 VDC Maximum detector for use with remote test capable detector head DNR/DNRW duct smoke detector. (not Alarm Current:6.5 mA @ 24 VDC max included within the DNR(W)duct included) (with LED on) smoke detector. Environmental Compatibility Operating Temperature Features SK-Photo:32°—120°F(0°C—49°C) SK-Photo, and SK-Photo-T are • Sleek, low-profile design SK-Photo-T:32°—100°F (0°C—38°C) compatible with the following detector • Base included Humidity: 10%—93% non-condensing B21es: 0LP 6"base (included) • Reliable analog communications for Other Ratings B501 2 wire base trouble-free operation SK-Photo-T Thermal: Fixed B224RB Relay base • Age resistant polymer housing temperature set point 135°F (57°C) B224B1 Isolator base • Dual electronic thermistor design on Velocity: 0—4000 fpm (0—20 m/sec) B200SR Sounder base the SK-Photo-T The SK-Photo, SK-Photo-T,and SK- • Superior EMI resistance for reliability PhotoR are compatible with the • Simple field cleaning for code following IntelliKnight FACPs: 5820XL compliance 5820XL-EVS • Variety of mounting options to meet 5808 any application 5700 • Dual LED indicators for 360°visibility 5600(Rev 2.0 or higher) • Detector transmits signal to indicate maintenance is required INTELLIKNIGHT ACCESSORY Model SK-Photo, SK-Photo-T and SK-PhotoR Intelligent Photoelectric Smoke Sensors Engineering Specifications The contractor shall furnish and install where indicated on the plans, Intelligent photoelectric smoke sensors Silent Knight SK-Photo or SK-Photo-T with thermal. The combination detector head, and twist-lock base, shall be UL listed and compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with SK-Photo or SK-Photo-T. Base shall be the appropriate twist-lock base part number B210LP (included). The PhotoR is a remote test capable detector for use with DNR(W)duct smoke detectors. (not included). The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady. The detector may be reset by actuating the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SK-Photo shall automatically perform a functional test of the detector. The test method shall simulate effects of products of combustion in the chamber to ensure testingof detector circuits. six IN OUT rig°'��'=w?^.A.-it siA AR Alt Compatible FACP 6?L:�4t6.d I RA100Z(Optional) +_1.1111611111.11111111 r a Pli e:; N KgF ,, e.i. dit,.„ n4111 Op \lir Niii_ii \lip Class A Optional WIAng I a Wiring SK-Series Detector Mounting Bases 41 t SILENT This document is not intended to be used for installation purposes.We try to MADE IN AMERICA KNIGHT keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are FORM#350118 Rev E subject to change without notice.For more information,contact Silent Knight ©2013 Honeywell International Inc. by Honeywell 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103, Fax:(203)484-7118.For Technical Support, Please call 800-446-6444. www.silentknight.com INTELLIKNIGHT ACCESSORY SILENT SK-Pull-SA and SK-Pull-DA To KNIGHT Intelligent Pull Stations by Honeywell The SK-Pull-SA and SK-Pull-DA are a single action or dual action addressable fire alarm pull station for use with Silent Knight's IntelliKnight fire control panel. Extremely easy to operate, the SK-Pull-DA and SK-Pull-SA provide a fast and practical means of manually initiating a fire alarm signal. The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. For more information about the IntelliKnight system, or to locate you nearest source,please call 1-800-328-0103. Description The SK-Pull-SA is a single action pull station requiring onlyF IR E one motion to activate the station.The SK-Pull-DA is a dual action pull station requiring two motions to active the station. Both pull stations are designed to work with Silent Knight PULL 1 DOWN 4. Intelliknight series fire alarm control panels (FACPs). Features • Installer can open station without causing an alarm condition • Dual-color LED is visible through handle of station blinks green to indicate normal operation and remains steady red in an alarm condition SK-Pull-SA • Key operated test and reset lock using lock plate actuator FIRE• Key matches compatible FACP locks • Meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG) controls and operating mechanisms I PUSH IN PULL DOWN guidelines (Section 4.1.3[13]) • Meets ADA requirement for 5 lbs maximum pull force to active • Shell, door, and handle molded from durable LEXAN® - • Reliable analog communications for trouble-free operation • Braille text on station handle SK-Pull-DA • Handle latches in down position and the word Activated Compatibility appears, clearly indicating the station has been pulled The SK-Pull-SA and SK-Pull-DA are compatible with the following IntelliKnight FACP's: • Rotary address switches for fast installation 5600 • UL Listed, including UL 38, Standard of Manually Actuated 5700 5808 Signaling System 5820XL 5820XL-EVS INTE.LLIKNIGHT ACCESSORY Model SK-Pull-DA and SK-Pull-SA Intelligent Pull Stations Engineering Specifications The contractor shall furnish and install where indicated on the plans,Addressable Pull Stations, Silent Knight model SK-Pull-SA single action pull station or SK-Pull-DA, dual action pull station. SK-Pull-DA or SK-Pull-SA meet the ADAAG controls and operating mechanisms guidelines, and the ADA requirements for a 5 lb. maximum pull force to activate the pull station. Class A IN SLC 1E,+; OUT 9 'r'= Class B Compatible FACP 113- re.A a it a 111 I II Class A Wlring: ,. Class B Wldng: li Wiring SK-Pull-SA&SK-Pull-DA Pull Stations Specifications Electrical Operating Voltage: 15-32 VDC Physical Average Operating Current(LED flashing): 300 NA Height: 5.5"(14 cm) Width:4" (10.2 cm) Wire Gauge: Up to 12 AWG (3.1 mm2) Depth:5.4 oz. (3.7 cm) Environmental Housing Material: LEXAN polycarbonate resin Operating Temperature 32°—120°F(0°C—49°C) Bi-Colored LED: Humidity: 10%—93%non-condensing Blinking Green: Normal Steady Red:Alarm Accessories Switch: Single pole, single throw(SPST)normally open (N/O) BG-TR Optional trim ring. switch which closes upon activation of the pull station SB-I/O Surface backbox SILENT This document is not intended to be used for installation purposes.We try MADE IN AMERICA to keep our product information up-to-date and accurate.We cannot cover NI KNIGHT all specific applications or anticipate all requirements.All specifications are4irt FORM#350135 Rev C subject to change without notice.For more information,contact Silent ©2013 Honeywell International Inc. by Honeywell Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support, Please call 800-446-6444. www.silentknight.com t.„-„ ,', ,,,,,......* SENSEOR- , , „ , , „,,,,,,,„„ ,, ...„‘, ”‘,.,,,_:,,,,,,„,. . 3 kr-- - ,„ r ,-.7i,..--01,--- ,* Selectable-Output , .p i I 'a tl Horns, Strobes, and ` Horn Strobes: a . SpectrAlert®Advance selectable-output horns,strobes, il and horn strobes are rich with features guaranteed to SPECTRAlert cut installation times and maximize profits. esimany A N = % Features The SpectrAlert Advance series offers the most versatile and •Plug-in design with minimal intrusion into the back box easy-to-use line of horns,strobes,and horn strobes in the industry. With white and red plastic housings,wall and ceiling mounting •Tamper-resistant construction options,and plain and FIRE-printed devices,SpectrAlert Advance can •Automatic selection of 12-or 24-volt operation at 15 and 15/75 meet virtually any application requirement. candela •Field-selectable candela settings on wall and ceiling units:15,15/75, Like the entire and horn strobepsonclude a variety of ctrAlert Advance featuresoduct line, that increase horns, theirstrobes, 30,75,95,110,115,135,150,177,and 185 application versatility while simplifying installation.All devices •Horn rated at 88+dBA at 16 volts feature plug-in designs with minimal intrusion into the back •Rotary switch for horn tone and three volume selections box,which make installations fast and foolproof while virtually •Universal mounting plate for wall and ceiling units eliminating costly and time-consuming ground faults.Furthermore, ng •Mounting plate shorting spring checks wiring continuity before au niversal g continuity ting plate with an re tee device os insardtalled,r spring spnrig dev test s s device installation •Electrically compatible with existing SpectrAlert products from damage. •Compatible with MDL sync module In addition,field-selectable candela settings,automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with three volume selections enables installers to easily adapt devices to suit a wide range of application requirements. Agency Listings 7T SIGNALNIG (0) 0 MEA Imo'' approved 7125-,653186(indoorsnobes) USTED APPROVED 7125-1653188(horn strobes, 54011(chimes,horn strobes,horns) 3023572 MEA452-05-E chime strobes) 55512(strobes) 7135-1653.189(horns,chimes) SpectrAlert Advance Specifications Architect/Engineer Specifications General SpectrAlert Advance horns,strobes,and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box.Two-wire products shall also mount to a single-gang 2 x 4 x17/8-inch back box.A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync-Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync-Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 9 and 17.5 volts;24-volt-rated notification appliance circuit outputs shall operate between 17 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power supply.Strobes and horn strobes shall have field-selectable candela settings including 15,15/75,30, 75,95,110,115,135,150,177,and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall e wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a temporal three-pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn strobe models over a single pair of wires.The module shall mount to a 41/16x 411A6 x 2'/s-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z (class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature Humidity Range Strobe Flash Rate Nominal Voltage Operating Voltage Rang32°F to 120°F(0°C to 49°C) 10 to 93%non-condensing 1 flash per second Regulated 12 DC/FWR or regulated 24 DC/FWR' Range 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Ceiling Mount Dimensions(including lens) 6.8"diameter x 2.5"high(173 mm diameter x 64 mm high) Wall-Mount Dimensions(including lens) 5.6"L x 4.7"W x 2.5"D(142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6"Lx4.7"Wx1.3"D(142mmLx119mmWx33mmD) Wall-Mount Back Box Skirt Dimensions(BBS-2,BBSW-2) 5.9"L x 5.0"W x 2.2"D(151 mm L x 128 mm W x 56 mm D) Ceiling-Mount Back Box Skirt Dimensions(BBSC-2,BBSCW-2) 7.1"diameter x 2.2"high(180 mm diameter x 57 mm high) Wall-Mount Trim Ring Dimensions(sold as a 5 pack)(TR-HS, -HS,,TRW HS) 5.7"L x 4.8"W x 0.35"D(145 mm Lx 122 mm W x 9 mm D) Ceiling-Mount Trim Ring Dimensions(sold as a 5 pack)(TRC-HS,TRCW-HS) 6.9"diameter x 0.35"high(175 mm diameter x 9 mm high) Notes: 1.Full Wave Rectified(FWR)voltage is a non-regulated,time-varying power source that is used on some power supply and panel outputs. 2.P,5,PC,and SC products will operate at 12V nominal only for 15 and 15/75 cd. 505-0395-007 . UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(mA RMS) 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75 142 148 77 81 Temporal Medium 44 49 58 69 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-temporal High 57 56 69 75 95 NA NA 181 176 Non-temporal Medium 42 50 60 '69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,Standard Candela Range(15-115 cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 4 107 176 194 212 218 • Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non Temporal High 141 152 91 100 116 176 201 221 229 Non Temporal Medium 133 145 75 85 102 163 187 207 216 Non Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non Temporal Low 132 154 80 90 105 161 184 202 211 UL Max.Current Draw(mA RMS),2-Wire Horn Strobe,High Candela Range(135-185 cd); 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non Temporal High 255 270 303 309 Non Temporal High 233 248 275 281 Non Temporal Medium 242 259 293 299 Non Temporal Medium 219 232 262 267 Non Temporal Low 238 254 291 295 Non Temporal Low 214 229 256 262 Horn Tones and Sound Output Data Horn and Horn Strobe Output(dBA) 8-17.5 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 74 74 80 80 86 86 96 96 3 Temporal Low 71 73 76 76 83 80 94 89 4 Non-Temporal High 82 82 88 88 93 92 100 100 5 Non Temporal Medium 78 78 85 85 90 90 98 98 6 Non Temporal Low 75 75 81 81 88 84 96 92 7r Coded High 82 82 88 88 93 92 101 101 8+ Coded Medium 78 78 85 85 90 90 97 98 9+ Coded Low 75 75 81 81 88 85 96 92 tSettings 7,8,and 9 are not available on 2-wire horn strobe. A05-0395-007 v 1 SpectrAlert Advance Dimensions r---4.7' 2.5"—+ 6.8" Dia. 1111 :1111 1111 fliellil,,7-11),; �, •1 1I �� 2.5 LI156IP Wall-mount horn strobes Ceiling-mount horn strobes 7.1- 2.25"41 r5.05- r-2.2311 Dib. 1 ► �. 14 000° 4\ t ( 5.98.1 a H ,\, u � c C c,I, c F \ ,..,,,,,,c; Q / , Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Model Description Model Description Walt Horn Strobes Ceiling Strobes P2R*t 2-Wire Horn Strobe,Standard cd4,Red • SCR Strobe,Standard cd,Red P2RH* 2-Wire Horn Strobe,High cd,Red SCRH Strobe,High cd,Red P2W* 2-Wire Horn Strobe,Standard cd,White SCW* Strobe,Standard cd,White P2WH* 2-Wire Horn Strobe,High cd,White SCWH Strobe,High cd,White P4R* 4-Wire Horn Strobe,Standard cd,Red Horns P4RH 4-Wire Horn Strobe,High cd,Red HR Horn,Red P4W 4-Wire Horn Strobe,Standard cd,White HW Horn,White Wall Strobes Accessories SR*1 Strobe,Standard cd,Red BBS-2 Back Box Skirt,Wall,Red SRH*t Strobe,High cd,Red BBSW-2 Back Box Skirt,Wall,White SW* Strobe,Standard cd,White BBSC-2 . Back Box Skirt,Ceiling,Red SWH* Strobe,High cd,White BBSCW-2 Back Box Skirt,Ceiling,White Ceiling Horn Strobes TR-HS Trim Ring,Wall,Red PC2R* 2-Wire Horn Strobe,Standard cd,Red TRW-HS Trim Ring,Wall White PC2RH 2 Wi ,High ,Red TRC-HS Trim Ring,Ceiling,Red PC2W*1 2 Wirere Horn Horn StrobeStrobe,Standardcdcd,White TRCW-HS Trim Ring,Ceiling,White PC2WH* 2-Wire Horn Strobe,High cd,White PC4R 4-Wire Horn Strobe,Standard cd,Red PC4RH 4-Wire Horn Strobe,High cd,Red PC4W 4-Wire Horn Strobe,Standard cd,White Notes: 'Add"-P"to model number for plain housing(no"FIRE"marking on cover),e.g.,P2R-P. t Add"-SP"to model number for"FUEGO'marking on cover,e.g.,P2R-SP. t"Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings."High cd"refers to strobes that include 135,150,177,and 185 candela settings. �, -- SYSTE®M— ! ®2009 System Sensor \`_ ) 3825 Ohio Avenue•St.Charles,IL 60174 Product speofications subject to changeeethout notice.Nsit ryztemsensorco for ` _ SENSOR' Phone:800-SENSOR2•Fax:630-377-6495 current product information inducing the latest version ofthis data sheet. ��Y\V\ A05-0395-007.4109.412132 THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM PLEASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAME: SHIP TO: (DO NOT USE A P.O. BOX) PRIOR LAKE FIRE DEPT. Company ,5-,k' 1 Address AUTHORIZED FIRE DEPT.SIGNATURE City/St/Zip Attention of: /61 0./ ORDERED BY: DATE: 1,4 _ r r�Company G✓ 152s 104 4 INSTALLATION ADDRESS C Address . - REQUIRED BY FIRE DEPT. - / , - ATTACH LIST IF MORE - e• IS NE:9 9 City/St/Zip LCXC S/ 7 ii'iJ 5T33/ 3.1 cd ' is, -s 7� Name& Ph#5 GL 6(Z-170/5 P -- 64-r,-Er I"' ST-3 7 7 ORDER FORM-Payment must be submitted with order MAIL TO immolli DAMA-MP INC. ITEM QTY PRICE TOTAL P.O.BOX 47824 S2-SURFACE MOUNT(NO MTG KIT OPTION AVAILABLE) $116.00 PLYMOUTH.MINN. 55447 S3-SURFACE MOUNT $141.00 S3-SURFACE MOUNT W/TAMPER SWITCHES $178.00 R3-RECESSED MOUNT $170.00 763-559-3660 R3-RECESSED MOUNT W/TAMPER SWITCH $196.00 MOUNTING KIT(OPTIONAL FOR S3&R3 MODELS ONLY) $68.00 SUB TOTAL SHIPPING AND PROCESSING CHG. $10.00 SUB TOTAL WITH SHIPPING CHG. 'STATE SALES TAX= 6.875% TOTAL AMOUNT ENCLOSED WHITE COPY:SEND TO DAMA YELLOW COPY:FOR CUSTOMER • • Bob Hutchins From: Bob Hutchins Sent: Tuesday, October 13, 2015 12:34 PM To: 'Jim Stremel'; Bill Kranz Cc: Carl Osberg; Barry Becker Subject: RE: Prior Lake Shore Club wall design Attachments: Standard Agreement 3950 Green Heights Tr.doc; CITY OF PRIOR LAKE BUILDING PERMIT.doc Jim,Please sign the attached city Standard Agreement along with proof of insurance coverage as per item 12 o in the agreement. I will need to have the city administrator and the mayor sign the agreement.Also payment in the amount of $8,750.00 and a building permit application from the Watersstreet Restaurant Group will need to be submitted before the city can give you permission to start the Work. Bill,Please fill out the attached building permit application. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851; Fax: 952.447.4245 Sign up for Email Updates. From: Jim Stremel [mailto:JStremel@wsbeng.com] Sent: Monday, October 12, 2015 6:52 PM To: Bill Kranz Cc: Bob Hutchins; Carl Osberg; Barry Becker Subject: RE: Prior Lake Shore Club wall design Bill, I will need the proposals signed by the City. I will also need to check with our staff on availability for this week. Jim Stremel, PE Project Manager d: 763-287-8532 I c:612-419-1549 WSB&Associates, Inc. 1701 Xenia Avenue South, Suite 300 I Minneapolis, MN 55416 A . :1 StarTribune ilk i This email,and any files transmitted with it,is confidential and is intended solely for the use of the addressee.If you are not the addressee,please delete this email from your system.Any use of this email by unintended recipients is strictly prohibited. WSB does not accept liability for any errors or omissions which arise as a result of electronic transmission.If verification is required,please request a hard copy. 1 From: Bill Kranz [mailto:bkranz2478@gmail.com] Sent: Monday, October 12, 2015 6:46 PM To: Bob Hutchins Cc: Jim Stremel Subject: Re: Prior Lake Shore Club wall design Jim I need your contract executed What do you need from me so we can proceed with the wall this week I need to be ready for asphalt end of next week Your immediate assistance will be appreciated Bill Kranz 612-270-1506 On Aug 28, 2015, at 12:17 PM, Bob Hutchins <BHutchins@,CityofPRIORLAKE.com>wrote: Bill, See attached proposals from WSB for reviewing the design,conduct soil testing(under separate quote)and performing site installation compliance inspections for the Charlies retaining wall project.After WSB's proposal is paid,their review of the project can start. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851;Fax: 952.447.4245 Sign up for Email Updates. From: Jim Stremel [mailto:JStremel@wsbeng.com] Sent: Friday, August 28, 2015 11:15 AM To: Bob Hutchins Cc: Carl Osberg; Barry Becker Subject: RE: Prior Lake Shore Club wall design Hello Bob, Attached are the two proposals as requested. Let me know if you have questions or concerns. Thanks again for the opportunity. Jim Stremel, PE Project Manager d: 763-287-8532 I c: 612-419-1549 WSB&Associates, Inc. 1701 Xenia Avenue South, Suite 300 I Minneapolis, MN 55416 <imagea32b 1 f.JPG> This email,and any files transmitted with it,is confidential and is intended solely for the use of the addressee.If you are 2 not the addressee,please delete this email from your system.Any use of this email by unintended recipients is strictly prohibited. WSB does not accept liability for any errors or omissions which arise as a result of electronic transmissionIf verification is required,please request a hard copy. From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com] Sent: Thursday, August 20, 2015 8:31 AM To: Jim Stremel Subject: FW: Prior Lake Shore Club wall design Jim,Any idea when we'll get the proposal back?This wall is on the fast track,they are anxious to get building. Please try to get them in your review and field schedule ASAP. Thanks Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851; Fax: 952.447.4245 Sign up for Email Updates. From: Bob Hutchins Sent: Friday, August 14, 2015 9:12 AM To: Jim Stremel (JStremel@wsbeng.com) Cc: Bill Kranz (bkranz24780gmail.com) Subject: FW: Prior Lake Shore Club wall design Jim,Please provide a quote to the City for reviewing the design,conduct soil testing(under separate quote)and performing site installation compliance inspections for the attached retaining wall project.The project for the city only includes that portion of the wall that is over 4 feet in height.Disregard any wall portions and sections that are under 4' in height. Let me know if further information is required for the quote. Waterstreet Restaurant Group is the builder of the wall.This project is located at 3950 Green Heights Trail,Prior Lake. The contractor must pay the fee for WSB's services before the City will issue WSB a notice to proceed. Thank you Robert D.Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851; Fax: 952.447.4245 Sign up for Email Updates. From: Bill Kranz [mailto:bkranz2478@ gmail.com] Sent: Friday, August 14, 2015 7:04 AM To: Bob Hutchins Subject: Fwd: Prior Lake Shore Club wall design Plans attached I am out of town till Monday and will get you the permit info Bill Kranz 612-270-1506 3 Begin forwarded message: From: Tony Schreiber<daytonlandscapes@msn.com> Date: July 22, 2015 at 9:40:32 PM CDT To: Bill Kranz <bkranz2478@gmail.com> Subject: Fwd: Prior Lake Shore Club wall design Bill attached is the engineering for the wall. Please let me no your.thoughts. Thank you Sent from my iPhone Begin forwarded message: From: Paul Schimnowski <pschimno(a,,criterium-schimnowski.com> Date: July 22, 2015 at 5:10:14 PM CDT To: daytonlandscapes@msn.com Subject: Prior Lake Shore Club wall design Hi Tony, Let me know if you have questions or need any additional information. Thanks! I'll be sending the invoice later today. Paul Schimnowski Criterium-Schimnowski Engineers 161 Dunbar Way, Mahtomedi, MN 55115 (651) 779-7700 pschimnocriterium-schimnowski.com On Wed, Jul 15, 2015 at 3:57 PM, Paul Schimnowski <pschimno@criterium-schimnowski.com> wrote: Hi Tony, I will get you the design as soon as it is complete. Thanks. Paul Schimnowski Criterium-Schimnowski Engineers 161 Dunbar Way, Mahtomedi, MN 55115 (651) 779-7700 4 pschimnoc criterium-schimnowski.com <2015-08-28 Prior Lake Wall Proposal - Lake Shore Club - Structural.pdf> <2015-08-28 Prior Lake Wall Proposal - Lake Shore Club - Geotechnical.pdf> 5 Standard Agreement for Professional Services This Agreement ("Agreement") is made on the 13th day of October, 2015, between the City of Prior Lake, Minnesota (hereinafter "City"), whose business address is 4646 Dakota Street SE, Prior Lake, MN 55372, and WSB & Associates, a Minnesota company (hereinafter "Consultant") whose business address is 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416. Preliminary Statement The City has adopted a policy regarding the selection and hiring of consultants to provide a variety of professional services for City projects. That policy requires that persons, firms or corporations providing such services enter into written agreements with the City. The purpose of this Agreement is to set forth the terms and conditions for the provision of professional services by Consultant for structural engineering plan review, field observation services, geotechnical analysis and testing services for a retaining wall improvements at 3950 Green Heights Trail Prior Lake, MN 55372 hereinafter referred to as the 'Work". The City and Consultant agree as follows: 1. Scope of Work. The Consultant agrees to provide the professional services shown in Exhibit A (structural engineering plan review and field observation services) and Exhibit B (geotechnical analysis and testing services) in connection with the Work. The terms of this Agreement shall take precedence over any provisions of the Consultants proposal and/or general conditions. If the Consultants proposal is attached as the Exhibit A and Exhibit B Scope of Work, City reserves the right to reject any general conditions in such proposal. 2. Term. The term of this Agreement shall be from October 13, 2015 through December 31, 2015 the date of signature by the parties notwithstanding. This Agreement may be extended upon the written mutual consent of the parties for such additional period as they deem appropriate, and upon the terms and conditions as herein stated. 3. Compensation for Services. City agrees to pay the Consultant on an hourly basis plus expenses in a total amount not to exceed $4,416.50 for the services as described in Exhibit A and $4,333.50 for the services as described in Exhibit B. A. Any changes in the scope of the work which may result in an increase to the compensation due the Consultant shall require prior written approval by an authorized representative of the City or by the City Council. The City will not pay additional compensation for services that do not have prior written authorization. B. Special Consultants may be utilized by the Consultant when required by the complex or specialized nature of the Project and when authorized in writing by the City. • C. If Consultant is delayed in performance due to any cause beyond its reasonable control, including but not limited to strikes, riots, fires, acts of God, governmental actions, actions of a third party, or actions or inactions of City, the time for performance shall be extended by a period of time lost by reason of the delay. Consultant will be entitled to payment for its reasonable additional charges, if any, due to the delay. 4. City Information. The City agrees to provide the Consultant with the complete information concerning the Scope of the Work and to perform the following services: A. Access to the Area. Depending on the nature of the Work, Consultant may from time to time require access to public and private lands or property. As may be necessary, the City shall obtain access to and make all provisions for the Consultant to enter upon public and private lands or property as required for the Consultant to perform such services necessary to complete the Work. B. Consideration of the Consultant's Work. The City shall give thorough consideration to all reports, sketches, estimates, drawings, and other documents presented by the Consultant, and shall inform the Consultant of all decisions required of City within a reasonable time so as not to delay the work of the Consultant. C. Standards. The City shall furnish the Consultant with a copy of any standard or criteria, including but not limited to, design and construction standards that may be required in the preparation of the Work for the Project. D. City's Representative. A person shall be appointed to act as the City's representative with respect to the work to be performed under this Agreement. He or she shall have complete authority to transmit instructions, receive information, interpret, and define the City's policy and decisions with respect to the services provided or materials, equipment, elements and systems pertinent to the work covered by this Agreement. 5. Method of Payment. The Consultant shall submit to the City, on a monthly basis, an itemized invoice for professional services performed under this Agreement. Invoices submitted shall be paid in the same manner as other claims made to the City for: A. Progress Payment. For work reimbursed on an hourly basis, the Consultant shall indicate for each employee, his or her name, job title, the number of hours worked, rate of pay for each employee, a computation of amounts due for each employee, and the total amount due for each project task. Consultant shall verify all statements submitted for payment in compliance with Minnesota Statutes Sections 471.38 and 471.391. For reimbursable expenses, if provided for in Exhibit A and Exhibit B, the Consultant shall provide an itemized listing and such documentation as reasonably required by the City. Each invoice shall contain the City's project number and a progress summary showing the original (or amended) amount of the contract, current billing, past payments and unexpended balance of the contract. B. Suspended Work. If any work performed by the Consultant is suspended in whole or in part by the City, the Consultant shall be paid for any services set forth on Exhibit A performed prior to receipt of written notice from the City of such suspension. Standard Agreement for Professional Services 2014.04 Page 2 of 9 C. Payments for Special Consultants. The Consultant shall be reimbursed for the work of special consultants, as described herein, and for other items when authorized in writing by the City. D. Claims. To receive any payment on this Agreement, the invoice or bill must include the following signed and dated statement: "I declare under penalty of perjury that this account, claim, or demand is just and correct and that no part of it has been paid." 6. Project Manager and Staffing. The Consultant has designated Jim Stremel, P.E. to serve on the Project. They shall be assisted by other staff members as necessary to facilitate the completion of the Work in accordance with the terms established herein. Consultant may not remove or replace the designated staff from the Project without the approval of the City. 7. Standard of Care. Consultant shall exercise the same degree of care, skill and diligence in the performance of its services as is ordinarily exercised by members of the profession under similar circumstances in Scott County, Minnesota. Consultant shall be liable to the fullest extent permitted under applicable law, without limitation, for any injuries, loss, or damages proximately caused by Consultant's breach of this standard of care. Consultant shall put forth reasonable efforts to complete its duties in a timely manner. Consultant shall not be responsible for delays caused by factors beyond its control or that could not be reasonably foreseen at the time of execution of this Agreement. Consultant shall be responsible for costs, delays or damages arising from unreasonable delays in the performance of its duties. 8. Audit Disclosure and Data Practices. Any reports, information, data, etc. given to, or prepared or assembled by the Consultant under this Agreement which the City requests to be kept confidential, shall not be made available to any individual or organization without the City's prior written approval. The books, records, documents and accounting procedures and practices of the Consultant or other parties relevant to this Agreement are subject to examination by the City and either the Legislative Auditor or the State Auditor for a period of six (6) years after the effective date of this Agreement. This Agreement is subject to the Minnesota Government Data Practice Act, Minnesota Statutes Chapter 13 (Data Practices Act). All government data, as defined in the Data Practices Act Section 13.02, Subd 7, which is created, collected, received, stored, used, maintained, or disseminated by Consultant in performing any of the functions of the City during performance of this Agreement is subject to the requirements of the Data Practice Actnts as nand. Csubcontracts tr ctshall entered into by Consultant nerelat on'f totthis re a government Agreement shall entity. All subcontract contain similar Data Practices Act compliance language. 9. Termination. This Agreement may be terminated by either party by seven (7) days written notice delivered to the other party at the address written above. Upon termination under this provision, if there is no fault of the Consultant, the Consultant shall be paid for services rendered and reimbursable expenses until the effective date of termination. If however, the City terminates the Agreement because the Consultant has failed to perform in accordance with this Agreement, no further payment shall be made undertake or complete to the Consultant, andndCity may retain another consultant to the Work identified herein. Standard Agreement for Professional Services 2014.04 Page 3 of 9 10. Subcontractor. The Consultant shall not enter into subcontracts for services provided under this Agreement except as noted in the Scope of Work, without the express written consent of the City. The Consultant shall pay any subcontractor involved in the performance of this Agreement within ten (10) days of the Consultant's receipt of payment by the City for undisputed services provided by the subcontractor. If the Consultant fails within that time to pay the subcontractor any undisputed amount for which the Consultant has received payment by the City, the Consultant shall pay interest to the subcontractor on the unpaid amount at the rate of 1.5 percent per month or any part of a month. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the Consultant shall pay the actual interest penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Consultant shall be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. 11. Independent Consultant. Consultant is an independent contractor engaged by City to perform the services described herein and as such (i) shall employ such persons as it shall deem necessary and appropriate for the performance of its obligations pursuant to this Agreement, who shall be employees, and under the direction, of Consultant and in no respect employees of City, and (ii) shall have no authority to employ persons, or make purchases of equipment on behalf of City, or otherwise bind or obligate City. No statement herein shall be construed so as to find the Consultant an employee of the City. 12. Insurance. a. General Liability. Prior to starting the Work, Consultant shall procure, maintain and pay for such insurance as will protect against claims or loss which may arise out of operations by Consultant or by any subcontractor or by anyone employed by any of them or by anyone for whose acts any of them may be liable. Such insurance shall include, but not be limited to, minimum coverages and limits of liability specified in this Paragraph, or required by law. b. Consultant shall procure and maintain the following minimum insurance coverages and limits of liability for the Work: Worker's Compensation Statutory Limits Employer's Liability $500,000 each accident $500,000 disease policy limit $500,000 disease each employee Commercial General Liability $1,500,000 property damage and bodily injury per occurrence $2,000,000 general aggregate $2,000,000 Products—Completed Operations Aggregate $100,000 fire legal liability each occurrence $5,000 medical expense Comprehensive Automobile Standard Agreement for Professional Services 2014.04 Page 4 of 9 Liability $1,000,000 combined single limit each accident (shall include coverage for all owned, hired and non-owed vehicles.) Umbrella or Excess Liability $1,000,000 c. Commercial General Liability. The Commercial General Liability Policy shall be on ISO form CG 00 01 12 07 or CG 00 01 04 13, or the equivalent. Such insurance shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). There shall be no endorsement or modification of the Commercial General Liability form arising from pollution, explosion, collapse, underground property damage or work performed by subcontractors. d. Professional Liability Insurance. In addition to the coverages listed above, Consultant shall maintain a professional liability insurance policy in the amount of $2,000,000. Said policy need not name the City as an additional insured. It shall be Consultant's responsibility to pay any retention or deductible for the professional liability insurance. Consultant agrees to maintain the professional liability insurance for a minimum of two (2) years following termination of this Agreement. e. Consultant shall maintain "stop gap" coverage if Consultant obtains Workers' Compensation coverage from any state fund if Employer's liability coverage is not available. f. All policies, except the Worker's Compensation Policy, Automobile Policy, and Professional Liability Policy, shall name the "City of Prior Lake" as an additional insured on ISO forms CG 20 10 07 04 or CG 20 10 04 13; and CG 20 37 07 04 or CG 20 37 04 13, or their equivalent. g. All policies, except the Professional Liability Policy, shall apply on a "per project" basis. h. All polices shall contain a waiver of subrogation in favor of the City. i. All policies, except for the Worker's Compensation Policy and the Professional Liability Policy, shall be primary and non-contributory. j. All polices, except the Worker's Compensation Policy, shall insure the defense and indemnity obligations assumed by Consultant under this Agreement. k. Consultant agrees to maintain all coverage required herein throughout the term of the Agreement and for a minimum of two (2) years following City's written acceptance of the Work. I. It shall be Consultant's responsibility to pay any retention or deductible for the coverages required herein. m. All policies shall contain a provision or endorsement that coverages afforded thereunder shall not be cancelled or non-renewed or restrictive modifications added, Standard Agreement for Professional Services 2014.04 Page 5 of 9 • without thirty (30) days' prior notice to the City, except that if the cancellation or non- renewal is due to non-payment, the coverages may not be terminated or non- renewed without ten (10) days' prior notice to the City. n. Consultant shall maintain in effect all insurance coverages required under this Paragraph at Consultant's sole expense and with insurance companies licensed to do business in the state in Minnesota and having a current A.M. Best rating of no less than A-, unless specifically accepted by City in writing. o. A copy of the Consultant's Certificate of Insurance which evidences the compliance with this Paragraph, must be filed with City prior to the start of Consultant's Work. Upon request a copy of the Consultant's insurance declaration page, Rider and/or Endorsement, as applicable shall be provided. Such documents evidencing Insurance shall be in a form acceptable to City and shall provide satisfactory evidence that Consultant has complied with all insurance requirements. Renewal certificates shall be provided to City prior to the expiration date of any of the required policies. City will not be obligated, however, to review such Certificate of Insurance, declaration page, Rider, Endorsement or certificates or other evidence of insurance, or to advise Consultant of any deficiencies in such documents and receipt thereof shall not relieve Consultant from, nor be deemed a waiver of, City's right to enforce the terms of Consultant's obligations hereunder. City reserves the right to examine any policy provided for under this paragraph. p. Effect of Consultant's Failure to Provide Insurance. If Consultant fails to provide the specified insurance, then Consultant will defend, indemnify and hold harmless the City, the City's officials, agents and employees from any loss, claim, liability and expense (including reasonable attorney's fees and expenses of litigation) to the extent necessary to afford the same protection as would have been provided by the specified insurance. Except to the extent prohibited by law, this indemnity applies regardless of any strict liability or negligence attributable to the City (including sole negligence) and regardless of the extent to which the underlying occurrence (i.e., the event giving rise to a claim which would have been covered by the specified insurance) is attributable to the negligent or otherwise wrongful act or omission (including breach of contract) of Consultant, its subcontractors, agents, employees or delegates. Consultant agrees that this indemnity shall be construed and applied in favor of indemnification. Consultant also agrees that if applicable law limits or precludes any aspect of this indemnity, then the indemnity will be considered limited only to the extent necessary to comply with that applicable law. The stated indemnity continues until all applicable statutes of limitation have run. If a claim arises within the scope of the stated indemnity, the City may require Consultant to: i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing performance of the indemnity obligation; or ii. Furnish a written acceptance of tender of defense and indemnity from Consultant's insurance company. Consultant will take the action required by the City within fifteen (15) days of receiving notice from the City. Standard Agreement for Professional Services 2014.04 Page 6 of 9 13. Indemnification. Consultant will defend and indemnify City, its officers, agents, and employees and hold them harmless from and against all judgments, claims, damages, costs and expenses, including a reasonable amount as and for its attorney's fees paid, incurred or for which it may be liable resulting from any breach of this Agreement by Consultant, its agents, contractors and employees, or any negligent or intentional act or omission performed, taken or not performed or taken by Consultant, its agents, contractors and employees, relative to this Agreement. City will indemnify and hold Consultant harmless from and against any loss for injuries or damages arising out of the negligent acts of the City, its officers, agents or employees. 14. Ownership of Documents. All plans, diagrams, analyses, reports and information generated in connection with the performance of the Agreement ("Information") shall become the property of the City, but Consultant may retain copies of such documents as records of the services provided. The City may use the Information for its purposes and the Consultant also may use the Information for its purposes. Use of the Information for the purposes of the project contemplated by this Agreement ("Project") does not relieve any liability on the part of the Consultant, but any use of the Information by the City or the Consultant beyond the scope of the Project is without liability to the other, and the party using the Information agrees to defend and indemnify the other from any claims or liability resulting therefrom. 15. Non-Discrimination. During the performance of this Agreement, the Consultant shall not discriminate against any employee or applicants for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, sexual orientation or age. The Consultant shall post in places available to employees and applicants for employment, notices setting forth the provision of this non-discrimination clause and stating that all qualified applicants will receive consideration for employment. The Consultant shall incorporate the foregoing requirements of this paragraph in all of its subcontracts for program work, and will require all of its subcontractors for such work to incorporate such requirements in all subcontracts for program work. The Consultant further agrees to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et. seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990. 16. Compliance with Laws and Regulations. In providing services hereunder, the Consultant shall abide by statutes, ordinances, rules, and regulations pertaining to the provisions of services to be provided. Any violation of statutes, ordinances, rules and regulations pertaining to the services to be provided shall constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement 17. Mediation. Each dispute, claim or controversy arising from or related to this agreement shall be subject to mediation as a condition precedent to initiating arbitration or legal or equitable actions by either party. Unless the parties agree otherwise, the mediation shall be in accordance with the Commercial Mediation Procedures of the American Arbitration Association then currently in effect. A request for mediation shall be filed in writing with the American Arbitration Association and the other party. No arbitration or legal or equitable action may be instituted for a period of 90 days from the filing of the request for mediation unless a longer period of time is provided by agreement of the parties. Cost of mediation shall be shared equally between the parties. Mediation shall be held in the City of Prior Lake unless another location is mutually agreed upon by the parties. The parties shall memorialize any agreement resulting from the mediation in a mediated Standard Agreement for Professional Services 2014.04 Page 7 of 9 settlement agreement, which agreement shall be enforceable as a settlement in any court having jurisdiction thereof. 18. Assignment. Neither party shall assign this Agreement, nor any interest arising herein, without the written consent of the other party. 19. Services Not Provided For. No claim for services furnished by the Consultant not specifically provided for herein shall be honored by the City. 20. Severability. The provisions of this Agreement are severable. If any portion hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision shall not affect the remaining provisions of this Agreement. 21. Entire Agreement. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 22. Waiver. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 23. Governing Law. This Agreement shall be controlled by the laws of the State of Minnesota. 24. Conflicts. No salaried officer or employee of the City and no member of the Council of the City shall have a financial interest, direct or indirect, in this Agreement. The violation of this provision renders the Agreement void. 25. Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be considered an original. Executed as of the day and year first written above. CITY OF PRIORLAKE_2 .4,ffof 441 1 -1' Mayor , City Manager I Standard Agreement for Professional Services 2014.04 Page 8 of 9 ` 1 FIRM 0111 E Ak r.711// tier J It . 111,46 7egi3Y Standard Agreement for Professional Services 2014.04 Page 9 of 9 ti A WSB ?ngineering-planning-environmental-construction 701 Xenia Avenue South Suite 300 &Av.wc uses,Inc. Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 August 28, 2015 Mr. Robert D. Hutchins—Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372-1714 Re: Lake Shore Club -Retaining Wall Improvements Structural Plan Review and Construction Observation Dear Mr. Hutchins: In response to your request for a quote for structural engineering plan review and field observation services related to the construction of the block retaining wall for the above- referenced project, WSB & Associates is pleased to submit the following proposal. The information below outlines our project scope,project understanding, projects schedule, estimated fees, and other required items. Project Understanding Waterstreet Restaurant Group is proposing to construct retaining walls at 3950 Green Heights Trail, Prior Lake. The City is seeking a proposal to assist with the structural review and construction observation (structural only) of the retaining walls for the portions greater than four (4) feet in height. The project includes reviewing the engineering drawings provided by the contractor/owner and on-site inspection(structural only) of the newly constructed retaining wall. Project Scope We propose to complete the structural engineering plan review and geotechnical report review (provided others or by WSB under separate cover) identified in house. We understand that the project includes the following general construction activities: 1. Plan Review a. Review plans provided by retaining wall contractor(all walls) b. Review global stabilization analysis provided by retaining wall contractor (provided by signed by licensed engineer) c. Plan review completed by State of Minnesota licensed engineer d. Provide comments on plans e. Prepare letter of recommendation (email or memo format)upon receipt of revised plans that address all comments identified during review f. Review of geotechnical report(provided by others or WSB under separate cover) Prior Lake—Retaining Wall—Lake Shore Club August 28, 2015 Page 2 2. Construction Observation a. Site inspection to be completed by State of Minnesota licensed engineer b. The following items will be completed for the wall: i. Observe and document construction and location • ii. Observe construction of wall(s), including geomat if required—two (2)total trips to site iii. Final inspection and final report—one (1)trip to site Project Schedule Below is a list of the major work tasks and proposed dates for achievement. Assuming a Notice to Proceed is issued on August 3, 2015, we propose the following schedule: September 1, 2015 Award consultant contract/Notice to Proceed September 11, 2015 Provide City with Comments on Plans September 18, 2015 Approve Revised Plans for Construction(1 week from receipt of revised plans, contingent on owner/contractor) September 21, 2015 Construction Begins (contingent on owner/contractor) October 16, 2015 Construction Complete (contingent on owner/contractor) Proposed Team The following people will be assigned to this project: Jim Stremel (WSB &Assoc.)—Project Manager Sabri Ayaz (WSB &Assoc.)—Structural Engineer Carl Osberg (WSB &Assoc.)— Senior Structural Engineer A WSB Alimma &A vsociates.Mc. engineering-planning-environmental-construction 701 Xenia Avenue South Suite 300 Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Estimated Fees The estimated fees for this project are based on the items and hours included in the Request for Quote. Project Management: Invoicing, Progress, Communications 1 hours $129/hr $129 Subtotal $129 Structural Engineering: Licensed Structural Engineer Design Review 4 hours $117/hr $468 Licensed Structural Global Stab. Review 9 hours $117/hr $1,053 Licensed Structural Engineer Design QC 2 hours $153/hr $306 Licensed Structural Engineer Site Visits (3 tot.) 15 hours $117/hr $1,755 Licensed Structural Engineer Report 5 hours $117/hr $585 Site Visit Mileage 100 miles $0.57/mile $57.50 Clerical/Report/Copies/Postage 1 hours $63/hr $63 Subtotal $4,287.50 Total Cost $4,416.50 WSB has completed numerous projects similar to this and have the staff and expertise to complete all of the tasks requested while providing the City with unparalleled creativity and innovation. We are, as always, enthusiastic about this opportunity to provide services to the City of Prior Lake and have thoughtfully prepared this proposal for your review. If you have any questions regarding our proposal, please contact me at 763-287-8520. Thank you for this opportunity! Sincerely, WSB &Associates,Inc. t ?g,0014ei& , ,' Jim Stremel, PE Client Representative Equal Opportunity Employer wsbeng.com K:\Personal\Jim Strome!\City of Prior Lake\Proposals-Retaining Walls\Lake Shore Club\Prior lake Wall Proposal Letter 08-26-15-Structural.doa Prior Lake—Retaining Wall—Lake Shore Club August 28, 2015 Page 4 Proposal Accepted By: Signature Date Authorized Representative&Title Si g K:\Personal\Jim Stremel\City of Prior Lake\Proposals-Retaining Walls\Lake Shore Club\Prior Lake Wall Proposal Letter 08-26-15-Structural.doc0 WSB &Associates, engineering-planning.environmental.construction 701 Xenia Avenue South Suite 300 Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 August 28, 2015 Mr.Robert D.Hutchins—Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372-1714 Re: Lake Shore Club - Retaining Wall Improvements Geotechnical Analysis and Testing Services Dear Mr. Hutchins: In response to your request for a quote for geotechnical analysis and testing services related to the construction of the block retaining wall for the above referenced project, WSB & Associates is pleased to submit the following proposal. The information below outlines our project scope, project understanding, projects schedule, estimated fees, and other required items. Project Understanding Waterstreet Restaurant Group is proposing to construct retaining walls at 3950 Green Heights Trail, Prior Lake. The City is seeking a proposal to assist with the geotechnical analysis and testing of the retaining walls for the portions greater than four (4) feet in height. The project includes providing a geotechnical analysis and testing of the soils supporting and being retained by the wall. Project Scope We propose to complete the geotechnical services identified in house. We understand that the project includes the following general construction activities: 1. Geotechnical Observation,Analysis & Testing a. Observe and document bearing soils below each of the retaining walls b. Document soil placement and provide compaction testing c. Provide final soil compaction report d. No borings are anticipated or budgeted due to site access restrictions and reinforced earth wall type Project Schedule Below is a list of the major work tasks and proposed dates for achievement. Assuming a Notice Equal Opportunity Employer wsbeng.com K:\Personal\im Stremel\City of Prior Lake\Proposals-Retaining Walls\Lake Shore Ciub\Prior lake Wall Proposal Letter 08-2615-Geotechnical.doce Prior Lake—Retaining Wall—Lake Shore Club August 28, 2015 Page 2 to Proceed is issued on May 25, 2015,we propose the following schedule: September 1, 2015 Award consultant contract/Notice to Proceed September 11, 2015 Provide City with Comments on Plans September 18, 2015 Approve Revised Plans for Construction (1 week from receipt of revised plans, contingent on owner/contractor) September 21, 2015 Construction Begins (contingent on owner/contractor) October 16, 2015 Construction Complete (contingent on owner/contractor) Proposed Team The following people will be assigned to this project: Jim Stremel (WSB &Assoc.)—Project Manager Barry Becker(WSB &Assoc.)—Project Manager/Experienced Soils Technician Estimated Fees The estimated fees for this project are based on the items and hours included in the Request for Quote. Project Management: Invoicing,Progress, Communications 1 hours $129/hr $129 Subtotal $129 Geotechnical Engineering_ Density Testing of Engineered Fill (6 trips) 15 hours $83/hr $1,245 Proctor/Moisture Density (Non-cohesive only) 4 hours $83/hr $332 Mechanical Sieve Analysis/Gradation of Backfill 2 hours $83/hr $166 Experienced Soils Technician Field Inspection 18 hours $83/hr $1,494 Geotechnical Project Manager/Report Review 4.5 hours $117/hr $526.50 Clerical/Report/Copies/Postage 7 hours $63/hr $441 Subtotal $4,204.50 Total Cost $4,333.50 K:\Personal\Jim Stremel\City of Prior Lake\Proposals-Retaining Walls\Lake Shore Club\Prior Lake Wall Proposal Letter 00-26-15-Geotechnical.doco Prior Lake—Retaining Wall—Lake Shore Club August 28, 2015 Page 3 If the actual quantities exceed the above estimate,these items will be paid at the following unit prices: Density Testing of Engineered Fill—Nuclear Gauge $83/hr (ASTM D2922) Proctors/Moisture Density Relationship of Soil (Non-cohesive only) $83/hr (ASTM D698, D1557) Proctors/Moisture Density Relationship of Soil (Cohesive only) $83/hr (ASTM D698, D1557) Mechanical Sieve Analysis/Gradation $83/hr (ASTM C117/C136) Licensed Geotechnical Soils Engineer $117/hr Geotechnical Project Manager $117/hr Clerical/Report Preparation/Report Copies/Postage $63/hr WSB has completed numerous projects similar to this and have the staff and expertise to complete all of the tasks requested while providing the City with unparalleled creativity and innovation. We are, as always, enthusiastic about this opportunity to provide services to the City of Prior Lake and have thoughtfully prepared this proposal for your review. If you have any questions regarding our proposal, please contact me at 763-287-8520. Thank you for this opportunity! Sincerely, WSB &Associates,Inc. t(;:2,*„e. Jim Stremel,PE Client Representative Proposal Accepted By: Authorized Representative&Title Signature Date K:\Personal\Jim Stremel\City of Prior Lake\Proposals-Retaining Walls\Lake Shore Club\Prior Lake Wall Proposal Letter 08-26-15-Geotechnlcal.doot /�"7 t yF � " �e ( � "° „. .{ x r ® v$ 0a „ lP � t'rf i M° ta rem" t I, A1 t °r1 _ r :Ti riia';':1--;":"'i::'''''''''.7 � ' " N -1wr ' e 1 �.! C:-'1 fiVi '4-1- . 4: ,411:-,:,- u 9 i ` � . a a , P t_ D a ro +-,;:41,74;1.,5s,-.7-Al j .,- ,, 11- STAIR APPLICATION RAMP APPLICATION eriiii � [„ ,,,oillii i II\ I'li0,I 11 ' lt1. f,%.1.111111,111:%11,11.1111111 "6414111 . AAP,. 11 131..,-;„ , ,;',7,4,,„.ii',.:i'' ,'. ,,i ,i.i,'li'vpio,-,"... tili,1111111101., N t1-2iiimi 1 tii, 1 1 � � 3 ItBi � �r t '�ix- ..;_kuk a ,,,,11,..'tato ,,,,,oi,,,,..T:f.,,,,,,,;:h,,:;41 1 A,j. ) i ',f` a�.a 7rt.. a.. 'Y�'v R" ADA Handrail Guidelines 1. ADA handrails can be installed using various design 6. The maximum recommended span between applications such as those for stairs, ramps,and supports is 6'(1.83 m)on center.Thus horizontal applications. Designs include options placement of posts is critical when installation for straight and 90°wall returns,90°corners,and of railing is being onsidered.* adjustable angles.Choose which is best for your 7. Rails are designed to have a tight fit into other needs before installing.(Refer to railing profile page connecting components. It is critical to line these for more detailed parts list.) up in the correct orientation BEFORE connecting • parts together. If it is necessary to shift or move a component on a rail, wrap with a protective cloth to prevent scratching as you may need toi use a wide mouth wrench to correct this. 34"(86.4 cm) 8. At any straight location where internal to connector is used, it is CRITICAL to locate 38"(96.5 cm) these as close to a wall mount as possible. 9. If using metal posts, pre-drill all locations for 1 bracket attachment. (Always use a drill bit slightly SMALLER in diameter than the screw being used for attachment.) 10. All elbow components can be cut down to allow 2. The handrail system top rail should be 34" for tighter angles. Cut a maximum of 2" on each (86.4 cm)to 38 (96.5 cm)above the surface. side if this is required. However,verifying height requirements with local building code officials before installing is important *Refer to the American Disabilities Act for detailed as codes vary in different areas.* information in regards to handrail requirements. 3. Maintain a minimum clearance of 1-1/2"(3.8 cm) between the handrail and any obstructions above SAFETY NOTES or behind the handrail 4. The end loop return at all landings must extend h oiitti Iet4l,i l�43 r r� r � - 1 -"� as-� 12"(30.5 cm)past the end of the ramp or stair ,11'0'.,..".:.'4,44,-f,40-',..,y sty e a �r1 p;euF'S ' rW `r' > rR ee a t#�, ,' f1"o�( Cu Ct � application.* 1�� �� 5. The slope of the handrail for the ramp should not sta!taia1r, l �P exceed 1"(2.5 cm)rise over at 12"(30.5 cm)run. t se df 1 o e rr� a al b 4is1 e , , e d i a;y 4y, r� €rte ;,, ,'''''='a" � , -„�`, ,n.. .a-„= .�3 , 'kip 4 �z ,q., 2:1,7,71-!,,'11.1011,,„ r r'' 3 t s, a: 6. 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'� 11 -- - � .* ', � w_,� ' ' ® I , �i , 4r- .44.1",K!-A,ery Wi," c" U. a, ,e , ` 4'',dr'i .all.,, —�. :-,irk I4(�u11'-�r- T.M < ii; -`'�' _--" " "'." P . ...n., >37w l „ .--,:o„ ... ADA RAILING PROFILES DESCRIPTION COLOR DESCRIPTION COLOR ADA Hand Rail BK,BZ,WT ADA 90°Elbow BK,BZ,WT 1.385"diameter 141111111411114100 • ""I7 ADA 36°,34°,&31°Elbows BK,BZ,WT ADA Wall Return BK,BZ,WT ADA 5°Elbow BK,BZ,WT 111111111111114. ADA Wall Mount BK,BZ,WT ADA Collar BK,BZ,WT az.......t.„,„„ # 0 CII ADA Corner Mount* BK,BZ,WT • ADA End Cap BK,BZ,WT 4 g tom,,,;. HARDWARE ADA Internal Connector Rall to Bracket Attachment 11111.1111:111% Short Metal Screw (#10 x 5/8') I'\\�`�`�‘L ADA Handrail Return BK.Bz,wT Bracket to Metal Post Attachment Long Metal Screw tiiii°1°.11, - ' . — . (#12 x1-1/4") ```\\\``````\\``\``ik Bracket to Wood Post/Post Sleeve Attachment *Can only be used with metal post horizontal Wood Screw applications (8-10x2") \\\\\\\\\\\\\\\\\\I\"" NOTE:If attaching brackets to 6x6 posts/post sleeves use 8-10 x 21/2"wood screws(not included). COLORS: BK Charcoal Black BZ Bronze MIT White l 4 "h% y' .,s, , lta S t JO gstsp '^ .'-ry thOL S o:0i,o 3yS im p py#Jw ."ec'�;5{eR$1mgr e yOLJ aY �t' �s t aF } F' fi- i ,_.` " i� } v:.'-t� ,,,�� ,'`Have:. �@St�01'l$� '" i ,. fN�TE �iQrl�"�[{.�Ctl{7C�"�T1;�, aE �., ., �,d :"�`a; 7 '' �',�I�.�'�€`_"i c ,a.�r,.,.: �"- ttt„* 4 r i� ii�r „'„��� i� ii k ��,'i t Q X .have the€rost r to dattc 1rnstalt frcn instructrcth by`v€srttrig f rrZCOT t ' � `�, A - , z t� � r r a ..a 7r k .r + r rr r y t' r i} `"-' 1- -, i" yk d ie " s prE -' ek,#i o, r, r- ' ( /i " 1p i' is �d t n' aj7r' , " �� �� I-7M,8lfofgigkir 0,40K �� rex: Bi� i ill) 1"H(i�— or � ,,� - ihil—�i,� � �. x :, e :7„..t.„*„.F 4il.f.Y.-;:4 " � 1moi 9ajeotlr Sm � g ✓ aw , � . � _tss ' ryL a : rv �= � �. .11 111ir . ,. HOW TO INSTALL TREX® ADA RAILING go'Wall Return 2. Attach wall mount to post using specific hardware provided(see chart on previous page), ENSURING 6) wall mount is at proper angle of alignment to angle of rail. If using metal posts, pre-drill post prior to 1 attachment of wall mount. Tip:To help with angled attachment place one screw into bottom hole of bracket and pivot wall mount to position required. �� 3. Attach rail to wall mount using specific hardware provided(see chart on previous page). 4. Attach end cap to railing. 1. If required,cut railing to proper length based on location of wall return(s)or attachment to other Rail to Rail Connection/Internal Connector components. 2. If desired,collar ring can be used to hide seam of wall return to rail.Slide this over rail BEFORE inserting rail into wall return. ()) * 3. Slide rail onto wall return until it is fully inserted and seam is hidden under collar(if collar is being used). . 4. Attach wall return to post using specific hardware provided(see chart on previous page),ENSURING wall return is at proper angle of alignment to post. (Wall return is designed to have tight fit into rail,thus location of attachment is critical.)If using metal posts, NOTE:When rail to rail straight connections are use pre-drill post prior to attachment of wall mount. for longer spans,posts must be installed 6'OC max. In addition,a wall mount MUST be used at each seam Wall Mount of rail to rail connections as close to center of wall mount as possible.If collar is used this can be offset slightly to allow for the collar to fit. O1. If required,cut railing to proper length. �� 2. If desired,collar ring can be used to hide seam �� ���1 between rails.Slide this over rail BEFORE inserting ��. `I' rails into internal connector. : 3. Slide internal connector into rail end until metal ''''kve sp ii(-- spacer screw is touching either end of rail or the collar if this was used. 4. Slide second rail over opposite end of internal connector,until this is touching metal spacer screw. 5. Remove metal spacer screw using#2 square head NOTE:Refer to Rail to Rail Connections section screwdriver. if connecting two or more rails together to make 6. Push second rail further over internal connector until continuous straight run. this fits in the collar(if used)or fits tightly against rail. 7. Attach wall mount to post per previous instructions. 1. If required,cut railing to proper length based on 8. Attach rail to wall mount per previous instructions. location of wall mount(s)or attachment to other 9. Use end caps where required. components. h ctttotookumaq rf r s },� s a ^r iµ ! i. fit -' as r; G kt1 `` ' i Have Quer loris? _ NOTE-Consti��:icttork t eethods care atwa slmpi" Ort P,teaSe ers to yore �- m a f -I '� 1 xs1. '1=8 0^13IIY l X haua``the most,ip-ta-date rust llatf ii instr ctions by Wstirgr ting CXfl I 1 f T 1O14 I� ( i,, si re ar = .n th i! B ,u�. 11 ;� .r 1t ih �, �r 3f 1i y1 kt g a` m� is , . - :r- � ,-r" '����;, pry; ,� * �� .-�-�--i j�, '. + �';"r x �=�r , ah, " �� �' ;� rr�`K i {" °s c�` s � � � rc � � '� , a d n ,' r", ..i t ,w,ai a " a T .. r ' '' + r;, a '�+a' '' ';F o i a'a" a rf; ""'-� `��,"'--a,r R *_ 'y� .`.4_' 4A�' 4,t;"a ''+i�,ti+wry M4 ,*a ..I 'i,4 "i ,' ... - _ � : 2 q,x '#--''!f - .':- .0''''.i''0 ' " ` J r 1.T,;,�. �P:..i fir a- 'fir„ �" ' i ,,t+ '�-`vr `i 3 !: 'te"'-r-'-+� ,g_. �., a `,' 8 4 R ```_'-Y -_; ,61,: '�' "8r r' �'tee-- ' -'O ?j �r ro - K ^t r a a^ A`i',* -� f :,3t= -q -'"'., r;.s'`" ,c x r � m'� "�r� � °fir ami., :. �i �"� � ��^= �aq „�� "` � ��� "x. 'xr.� ,-m �c � d �"f�'� ,;fir+.`� .�",;,w�,. .... , „ k °—,-a b�ail -v r sir „c„,74,-,:::.:_,4,,fit , ,:"..� `r ;„,—r �T �E" 7� .-, .&`° �.,'•,�c. fir,=�' 'rb o.�„a,�r `�>'' .��7�tx,?....- k tr;,�.�",:'-��a �-- ., a 3, r'ti��u T�'n HOW TO INSTALL TREX® ADA RAILING Elbows (90°, 36°, 34°, 31°, 5°) 3. Slide internal connector into appropriate elbow being until metal spacer screw is touching either end of elbow or the collar if this was used. 4. Attach wall return to lower end of handrail return ® ® It (longer side),ENSURING wall return is at proper ) angle of alignment to post.(Wall return is designed to have tight fit into rail,thus location of attachment is critical.) 5. Slide opposite end of handrail return onto internal 1. If required,cut railing to proper length based on connector,until this is touching metal spacer screw. location of elbows and other components being used. 6. Remove metal spacer screw using#2 square head 2. If desired,collar ring can be used to hide seam of screwdriver. elbow to rail.Slide this over rail BEFORE inserting rail 7. Push handrail return further over internal connector into elbow. until this fits in the collar(if used)or fits tightly against 3. Slide internal connector into rail end until metal spacer elbow. screw is touching either end of rail or the collar if this 8. Attach wall return to post per previous instructions. was used. 9. Attach rail to wall mount per previous instructions. 4. Slide appropriate angled elbow onto opposite end of 10. Use end caps where required. internal connector,until this is touching metal spacer Corner Mount screw. 5. Remove metal spacer screw using#2 square head screwdriver. -4111111P-op- 6. � 6. Push elbow further over internal connector until this �� fits in the collar(if used)or fits tightly against rail. .2 vr 7. Attach wall mount to post per previous instructions. 8. Attach rail to wall mount per previous instructions. w �, f� • — Handrail return 180° / �.�► ,I/r 4 �� 1. Co a i ,�J rner mount can ONLY BE USED ON METAL POSTS `,, ♦ and only for horizontal applications,such as stair / ' landings. �� 2.Predrill metal post and install corner post to metal post 0 \ ` using using specific hardware provided(see chart on t � y- previous page). �� ,` _ ' 3.If desired,collar ring can be used to hide seam of elbow -� to rail.Slide this over rail BEFORE inserting rail into elbow(not shown in above picture). NOTE: Ramp application shown here(For stair 3.Slide internal connector into rail end until metal spacer applications appropriate angle elbow also required.) screw is touching either end of rail or the collar if this was used. 1. If required,cut railing to proper length based on 4.Slide appropriate angled elbow onto opposite end of location of elbow used as well and other components internal connector,until this is touching metal spacer being used. screw. 2. If desired,collar ring can be used to hide seam of 5.Remove metal spacer screw using#2 square head handrail return to rail or elbow being used.Slide this screwdriver. over rail BEFORE inserting rail into other component. 6.Push elbow further over internal connector until this 3. Ensure that all components are aligned to both wall fits in the collar(if used)or fits tightly against rail. mount on post as well as location of elbow on rail 7.Install elbow to corner mount using using specific BEFORE attachment. hardware provided(see chart on previous page). ry�9�! E�tir">3 F'f�1f� �YeS�O115? "s+ k ��Y�tfi�}f1StY,UG`trE7I�rrle a ,3 r w ey p+�y+� y,+_ ek ,.y'G } �s' c1 y..},�yF,i" y $,�,�(� , � n-�^ ;, -rh �r11C7�11Q'� � t-, 4:J# r+ 4h� 7y r t F to`datei fl$ta1btl r}it,struci'l nS bY'4`si tT c.xL 0m .-J k;, ,t ,¢ y.t ',. *- ?'t - $° a � � � ,. a 1tc��#'*�`�r��'t0�� �a r., � t - t rf s �r ;'� � `�`'t.a a � , r" k 4 x h�.r r< ;'r. �. ,+n r p; �' L e + ',,r` x,t +a %=''t i + k d x x a r'r' r'.' , r 3: • DATE(MIEDINYYYY) ACORDCERTIFICATEI CERTIFICATE OF LIABILITY INSURANCE 10/16/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT PRODUCER NAME: H. Robert Anderson & Assoc., Inc. o,E, . 952.893.1933 I{,r ,Nm):952.893.1819 kiiit8201 Norman Center Drive ADDRESS: Suite 220 INSURER(S)AFFORDING COVERAGE NAIC C Bloomington, MN 55437 mum A: The Phoenix Insurance Company 25623 INSURED WSB & Associates, Inc. INSURERS: The Travelers Indemnity Company 25658 701 Xenia Avenue South INSURERC: The Travelers Indem Co of America 25666 Ste. 300 INSURERD: XL Specialty Insurance Co. 37885 Minneapolis. MN 55416 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2015 - 2016 27 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LiMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. l•,• 5UBR POLICY EFF POLICY IYEXP LOWS TYPE OF INSURANCE INSR W POLICY NURSER (MMIODIYYYY) (MMIDDIYYYY) GENERAL LIABILITY 680 8388R315 15 10/01/2015 1010112016 EACH OCCURRENCE $ 1,000,000 UAMAGt rU IWN I EL) $ 1,000,000 X CONS ERCIAL GENERAL LIABILITY PREMISES(Ea ocwrrenc� MEDEXP(My one person) $ 10,000 CLAIMS-MADE X OCCUR A X X PEfi�P1AL 8 ADV INJURY $ 1,000,000 _GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OP AGG $ 2,000,000 G!7•I'L AGGREGATE LIMIT APPLIES PER: - $ —I POLICY 1 JJEECT —LOC (:t7M13INrU LiINCdLt tIMl1 1, 000 000 AUTOMOBILE LABILITY BA 8391R701 15 10/0112015 10/01/2016 (Ea axldent) $ x-00 BODILY INJURY(Per person) $ ALL X ANY AUTO BODILY INJURY(Per accident) $ B AUTOS OWNED SCHEDULED X NON-OWNED (PPe�a�dant)AMAGE $ X HIRED AUTOS X AUTOS $ X UMBRELLA LAB X OCCUR CUP 8404R215 151010112015 10/0112016 EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE X X AGGREGATE $ 5,000,000 $ DEO RETENTION$ wC STATU DTH WCNI ERS COMPENSATION UB 3930T72 0 15 10101/2015 10/01/2016 X 1 TORY LIMITS� � ER AND EMPLOYERS'LIABILITY YIN ANY d tory In NHR/PARTNERIEXECUTNE--� E L.EACH ACCIDENT $ 1,000,000 N!A X C OFFICERIMEMBER EXCLUDED? i I E.L.DISEASE-EA EMPLOYEE $ 1,000,000 (Mandatory In NH) E.L.DISEASE-POLICY LIMIT $ 1,000,000 H yea describe IPTION Older DESCRIPTION OF OPERATIONS below 000,000 Professional Liability DPR9726606 10/01/2015 10/0112016 Each Claim/ 5. D X Annual Aggregate $10,000,000 ASCRIPTION OF OPERATIONS/LOCATIONS i VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is mired) Project: Structural engineering plan review and field observation services. See accompanying sheet for further information. rhis certificate or memorandum of insurance does not affirmatively or negatively amend, extend, aft, alter the coverages afforded by the insurance policies. .ERTIFICATE HOLDER CANCELLATION SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Prior Lake 4646 Dakota Street SE --,,,,r- .Ay PlA1 Prilor Lake, MN 55372 01988-2010 ACORD CORPORATION. All rights reserved. CORD 25(2010105) The ACORD name and logo are registered marks of ACORD City of Prior Lake 10/16/2015 Certificate issued to City of Prior Lake H. Robert Anderson & Assoc. , Inc. 10/16/2015 WSB & Associates, Inc. - Certificate of Insurance (Cont'd): Project: Structural engineering plan review and field observation services. If required by written, executed contract with Insured, City of Prior Lake is additional insured under above general liability coverage, per that policy's language; such coverage is primary and non- contributory. If required by written, executed contract with Insured, City of Prior Lake is additional insured under above umbrella, per that policy's language. If required by written, executed contract with Insured, City of Prior, and subject to all policy terms and conditions, waiver of subrogation applies to general liability, auto liability, umbrella liability, and workers compensation. If required by a written, executed contract with the client, subject to all policy ters msnd a,ndtconditions, waiver of subrogation under the above described professional liability policy app i the insured. CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST Project Name: - < K `��= ( 7_. 'L'"-� Job Address: • Provide access roadway for fire apparatus in accordance with Section 503 of the International Fire Code (IFC). This includes the following: (") All-weather driving surface. IFC 503.2.3 (-j 20 feet of unobstructed width. IFC 503.2.1 (xi) 13 feet 6 inches of vertical clearance. ( ) Adequate turning radius capable of supporting fire apparatus. IFC 503.2.4 ` The radius is: J � 45 feet for a sprinklered building. 60 feet for a non-sprinklered building. ( ) Dead end access in excess of 150 feet long shall be provided with a turnaround. IFC 503.2.5 • Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per IFC 503.1.1. Where access cannot be provided, an approved fire protection system shall be provided. • An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. • Non-sprinklered Building: Fire hydrants are required per IFC 508. All portions of the exterior of any non-sprinklered building must be within 300 feet of an approved fire hydrant, as measured by an approved route around the exterior of the building.. • Sprinklered Building: Buildings with a sprinkler system reIuir- one hydrant within 150 feet of the fire department connection and a hydrant(s) withinni_eet of all portions o t e exterior. The fire department connection shall be located on the front of the building. The PIV must be located a minimum of the height of the building away. MSFC 508.5.1 Provide not less than one standpipe for use during construction. Fire sprinkler/riser permit required before building permit issued. International Building Code 3311. FIREPLAN • All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. City design manual • Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order of the Fire Department." Location and number to be determined. IFC 503.3 • Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per IFC 505. Numbers shall contrast with their background. • Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. • Provide approved key box to be installed in accessible location per IFC 506. This is required when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. • Fire extinguishers are required per MSFC 906. Extinguishers are required to be a minimum 2A10BC rated and located within 75 feet travel distance of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. • Submit plans for required fire protection equipment to the Building Inspection Department per IFC 901.2. Requirements based on the 2003 Minnesota State Building Code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. ( ) Automatic fire extinguishing systems (sprinklers). ( ) Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. ( ) Fire hydrant systems. ( ) Wet standpipe systems. ( ) Fire alarm systems. ( ) Cooking appliance and vent extinguishing systems. ( ) Fire pumps. ( ) Other extinguishing systems. • Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. FIREPLAN • • Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. • Submit 8-1/2 x 11 inch site plan for development of emergency response plan. • Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. • Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. ( ) Places of assembly, IFC Chapter 10. ( ) Cellulose nitrate storage in excess of 25 lbs., IFC Chapter 42. ( ) Storage and handling of combustible fibers, IFC Chapter 29. ( ) Garages,repair, IFC Chapter 22. ( ) Dry cleaning operation, IFC Chapter 12. ( ) Application of flammable finishes including dip tanks, spray booths, etc., IFC Chapter 20. ( ) Welding and cutting operations, IFC Chapter 26. ( ) Refrigeration equipment using other than air or water and more than 20 lbs., IFC Chapter 6. ( ) Compresses gases, flammable, IFC Chapter 30. ( ) Compresses gases, non-flammable, IFC Chapter 30. ( ) Cryogenic fluids, IFC Chapter 32. ( ) Explosives or blasting agents (storage or use),IFC Chapter 33. ( ) Flammable and combustible liquids,IFC Chapter 34. ( ) Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, IFC Chapter 27. ( ) High piled combustible storage, IFC Chapter 23. -- This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement,building access, access doors, smoke and heat removal, curtain boards, and hose connections. ( ) Liquefied petroleum gases, IFC Chapter 38. FIREPLAN B R A U ti Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 Minneapolis,MN 55438 Web: braunintertec.com INTERTEC The Science You Build On. February 3, 2015 Project B1500767 Mr. Roger Burks Waterstreet Restaurant Group 30 Water Street Excelsior, MN 55331 Re: Test Pit Observations Prior Lake Shore Club&Marina 3950 Green Heights Trail Southwest Prior Lake, Minnesota Dear Mr. Burks: We are pleased to present the results of our Test Pit Observations for the above referenced project in Prior Lake,Minnesota. Project Information We understand this project will include redevelopment of the existing bar/restaurant facility located at the above reference site in Prior Lake, Minnesota.The existing structure will be razed and a new building will be constructed within approximately the limits of the existing footprint.The new building will be a two-story wood framed structure supported by conventional spread footing foundations. It is anticipated the lower level finished floor elevation (FFE)of the building will be raised approximately 31/2feet from the existing FFE.We have assumed that bearing wall loads associated with the new building will not exceed five kips per lineal foot(klf) and column loads will not exceed 100 kips.The existing bituminous parking lot and landscaping(retaining walls)will not be reconstructed as part of this project. Due to time constraints and the scope of the project,it was determined that test pits would be conducted versus soil borings. Purpose This information was used to characterize subsurface soil types and to evaluate their impact on the design and construction of the building redevelopment. Field Exploration We observed subsurface conditions within one test pit located approximately four feet south of the existing building's southeast corner.The test pit was excavated by Kevitt Excavating, under the direction AA/EOE Prior Lake Shore Club&Marina Project B1500767 February 3, 2015 Page 2 and observation of Braun Intertec and Doran Companies (Doran)and extended to a depth of about six feet below existing grade.The log of the test pit was made by visually examining the sidewalls of the test pits and classifying the materials brought to the surface by the excavator bucket.Strata boundary depths were measured with a cloth tape and generally rounded to the nearest 1/2-foot. Our field personnel observed the sides and bottoms of the test pit for evidence of groundwater seepage and accumulation. Results The test pit encountered a surface layer consisting of approximately four inches of bituminous pavement underlain by approximately 12 inches of aggregate base material. Beneath the surficial pavement, existing fill was encountered to adepth of approximately 4%Z feet below grade.The fill consisted of poorly graded sand (SP)containing trace clay lenses and was frozen. Below the existing fill, native glacial outwash composed of poorly graded sand was encountered to the excavation termination depth of about six feet. Groundwater was not observed in the test pit at the time of excavation and the test pit was immediately backfilled.Groundwater elevation is likely near,that or tut immediately adjacent Prior Lake and should be anticipated to be encountered in excavations near this elevation- Recommendations , Site Preparation For preparation of the new buildingpad,we recommend the existing foundations,slabs, utilities, pavement,construction material and debris, previously placed fill,and any frozen soils be removed from all proposed building and oversize areas.To provide lateral support to replacement backfill,additional required fill,and the structural loads they will support,we recommend oversizing(widening)the excavations one foot horizontally beyond the outer edges of the building perimeter footings,or pavement limits,for each foot the excavations extend below bottom-of-footing or pavement subgrade elevations. It should be noted that only one test pit was completed.Thus,soil correction amounts will vary from the test pit results and should be budgeted for. Observations Prior to fill or foundation placement w.e recommend excavation bottoms be observed by a geotechnical engineer or qualified engineering assistant to observe the exposed soils are suitable for fill and foundation support and similar to the soils encountered in the test pit. BRAUN INTERTEC , PSClub&Marina Project 61500767hore FebruaryriorLake 3, 2015 Page 3 Reuse The onsiteofOnsite soils appeaSoilsr suitable for reuse as structural fill. However,depending on the condition of the soils at the time of construction,the sand soils may need to be moisture conditioned prior to reuse as engineered fill to allow for proper compaction.We do not recommend frozen soils be used as structural fill. Fill Placement and Compaction Wel recommend structural fill consist of sand containing less than five percent, by weight,of particles passing the number 200 sieve and less than 50 percent passing the number 40 sieve. For structural fill placed greater than three feet above groundwater elevation,sandcontaining less than 20 percent of particles passing the number 200 sieve and less than 70 percent passing the number 40 sieve may be used.We anticipate the onsite soils that are free of debris and/or organics`and are not frozen will meet these criteria, however,the soils should be tested toverify their suitability.Structural fill should be spread in loose lifts of approximately eight inches.We'recommend compacting backfill and fill in accordance with the criteria presented below in Table1 Table 1.Compaction Recommendations Summary Relative Compaction,percent Moisture Content Variance from L Reference l (AsTmD698_StandardProctor) optimumpercentagepoints, 98� ±3 for Sand Soils Belowfoundatiorls °� °�• � �. Below slabs 95 ±3 for Sand Soils Site grading and construction is anticipated during cold weather.All snow and ice should be removed from cut and fill areas pr orto additional grading.'No fall should be placed on frozen subgrades. No frozen soils should be used as fill.Frost should not be permitted to penetrate below footings. Foundations Based on the results,of our limited exploration,and provided any existing fills are corrected prior to construction,the native sand and/or new engineered fill will be suitable to support spread footing foundations.We recommend an allowable soil bearing pressure of 4,000 ounds per square foot(psf), including any transient loads b`e used for the design of this building.We estimate that total and differential settlements among the footings will amount to less than one inch and one-half inch respectively, under the assumed loads. BRAUN INTERTEC Prior Lake Shore Club& Marina Project B1500767 February 3, 2015 Page 4 Remarks In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. If you have any questions about this report, please contact Jake Wotczak at 952.995.2382 or Ray Huber at 952.995.2260. Sincerely, BRAUN INTERTEC CORPORATION Jacob A.Wotczak, EIT Staff Engineer Professional Certification: I hereby certify that this plan,specification,orreport_a was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Ray A. Huber,PE Vice President—Principal Engineer License Number: 43790 Attachments: Test Pit Aerial Test Pit Log(TP-1) BRAUN INTERTEC 1 ts — .. _. F 3950 Green Heights Trail SW ' ti V tr Go ! '( earth feet 90 meters) 300 A Xikpv.0f-tom'C 16s-re qvc- i.,o '`3 r BRAUN" LOG OF TEST PIT INTERTEC Braun Project B1500767 TEST PIT: TP-1 TEST PIT OBSERVATIONS LOCATION: 4 feet south of the existing building's Prior Lake Shore Club and Marina southeast corner. 3950 Green Heights Trail Southwest Prior Lake,Minnesota DRILLER: J.Wotczak METHOD: Excavator DATE: 1/30/15 SCALE: 1"=4' Depth BPF W L Tests or Notes feet ASTM Description of Materials m 0.0 Symbol (ASTM D2488 or D2487) PAV 4 inches of bituminous over 12 inches of aggregate base. — 1.3 FILL FILL: Poorly Graded Sand,fine-to medium-grained,trace Clay, — o — :;4: brown to light brown,frozen. •ii. x ♦.♦ 4.5 • • ••••• - - SP .` POORLY GRADED SAND,fine-to medium-grained,light brown, N 6.0 ..• dry. (Glacial Outwash) $' `BOTTOM OF TEST PIT. o — c Water not encountered. — Q Test Pit immediately backfilled. _ U N Gl — N co M ul — 0 O Z — K • — U 00I >1 Z a — — 0 0 o o <9. tJ _ d — Q N a a z t0 — • — z a F- O o TP-1 page 1 of 1 B1500767 Braun Intertec corporation,Bloomington MN 55438 'GAF I Attic &Roof Ventilation Calculator Page 1 of 3 uay 1ku1 Can Trust— Endish ) GAFFromtaattra noa�wit; (http://wv RcaEngManrJadurertTM (/) Roofing Home(/)>Residential Products(/Roofing/Residential/Products)>Roof Vents(/Roofing/Residential/Products/Roof Ven ttp//es . 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GAF is happy to share our website content with you VIA Login with your GAF.com account(/Users/Login?r—%2fRoofing% ContentBuilderTM- 2fResidential%2fProducts%2fRoof_Vents% Our Free Media Sharing Service.Take copies of our web pages, 2fMasterFlow_Rotary_Turbine_Vents%23cb) I New?Get started here>> branded with YOUR logo and contact information!-Click Here To Get (/Content_Builder/New) Started!>>(/Content_Builder/New) http://www.gaf.com/Roofing/Residential/Products/Roof Vents/MasterFlow Rotary_Turbin... 4/8/2015 ARCHITECTURAL CONSORTIUM ... .c.. Q01 NerT.Third Street, Sarrr e 220 tel_612.436.L031 Mir neapa is MN S_.� U1 faxol 2.692.9960 Plan Review Response Letter Date: April 7, 2015 Re: Prior Lake Shore Club, Prior Lake, MN Project# : 14-1069-01 Mr. Hutchins, Contained herein are responses to your plan review letter dated April 6, 2015. The General Contractor and owner are responsible for orchestrating and coordination all MEP work and related permits as applies. They will work with the necessary parties to provide the applicable items for review and approval as necessary which includes State Plumbing review where applies and Department of Health review. The same can be said for special inspections, soils testing and any site work involving grading given specific field conditions. Attached is filled out special inspections form. Responses are given in italics following the original comment or question. Following are the results of the building permit review for Prior Lake Shore Club. The review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC),which adopted with amendments the 2006 Fire Code (IFC). 1. Certificate of Survey Sht. 2: a. Include proposed ramps and stairs, b. Setback from 904.0 to closest deck edge, c.provide square footage of modified existing deck. Response: Drawing to be provided by surveyor. 2. Complete the Structural Engineers requirements for Special Inspections IBC 1701.5. See attached. Response:Attached at the end of this document. 3. Sht. C3.0: Indicate location of water service and fire hydrants adjacent to the site. A fire hydrant must be located within 400 feet of all exterior portions of the building as measured around the exterior of the building. MSFC 7511.0508.5.1 Exception 2. Response: The existing hydrant in front of 3945 Green Heights trail has been shown on the revised plans. It is within 400 feet of the building. There is no record copy of the existing www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 water service to the building. The water service on the plans is an assumed location, will need to be field located. (Sheet C6.0). 4. Sht. C3.0: The Fire Department Connection (FDC) must be located within 150 feet of a fire hydrant. Locate FDC at grid E-4; facing east. MSFC 7511.508.5.1. Response: The existing hydrant in front of 3945 Green Heights trail will be shown on the revised plans. The hydrant is within 150 feet of the fire department connection as shown on the revised plans. (Sheet C6.0) 5. Sht. C3.0: Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Locate on each side of parking lot. IFC 1001.7.1. Response:Signage is shown on the revised plans as noted. 6. Sht. C3.0: Provide a Post Indicator Valve (PIV) on sprinkler supply line into building. Locate a minimum distance away the height of the building. Response: The PIV has been placed along the assumed route of the existing water service on the revised plans. The proposed PIV location is approximately 75 feet away from the building. (Sheet C6.0) 7. Sht. C3.0: Provide two additional (for a total of four) accessible parking spaces and access aisles. For even distribution in the parking lot, locate the two additional spaces adjacent to E.O.F. /accessible route to lower level. MSBC 1341 Table 1108.2.2.1. Response: Two additional accessible parking spaces (along with an access isle) have been added to the revised plans in the location requested. 8. Sht. C3.0: Provide detail of exterior wood stairs located on the southeast corner of the property. Response:A note has been added to the revised plans that these stairs will be design-build. 9. Sht. C3.0: Where is the pedestrian traffic directed to at the bottom of the wood stairs located on the southeast corner of the property? Response:A striped pedestrian sidewalk route has been added to the revised plans. 10. Sht. 4.0: Provide retaining wall plans for walls that are over 4' in height. The plans must be designed and signed by a State of Minnesota licensed structural engineer. A State of Minnesota licensed soils engineer must supply soil testing to the structural engineer for the design of the retaining walls. The City will retain a structural engineer licensed in the State of Minnesota to review the retaining wall plans and to conduct site inspections during construction. An escrow is required to be submitted equal to the fee in which the cities consulting structural engineer charges for their review and site inspections. Response: Wall design will be provided by the material supplier. (Grading note Mon C4.0) 11. Sht. C3.0: Provide proposed spot elevations of the accessible route from accessible parking spaces to the bottom of the ramp. Response: Spot elevations of the accessible parking spaces and route will be field verified. The current survey does not provide adequate information for a detailed design at this time. 12. Provide address numbers on building. IFC 505. Response:Number will be provided on the east facing elevation facing the parking lot. 13. Submit signed plans of HVAC, fire suppression, kitchen hood, plumbing, and emergency lighting/exit signs. May be submitted at a later date. Separate permits are required for each. Response: The General Contractor and the owner are responsible for orchestrating and coordination all MEP work and related permits as applies. Plans will be submitted at a later date. 14. Provide a soils report. Response:Please see attached "Test Pit Observation"by Braun. In addition they will be on site to observe the soils as required per the following 2/25/15 response from the city to Bill Kranz: Bill, A test pit is acceptable initially for obtaining the building permit. We would want Bruan back to look at the soils at the time of excavation and before pouring the footings. We want confirmation of their opinion on the entire excavation. 15. Before the foundation inspection passes, submit a letter drafted by the surveyor to state the proposed lowest floor elevation. Before a certificate of occupancy is granted, the surveyor must fill out the Federal Emergency Management Agency (FEMA) form 086-0-33 Elevation Certificate. Response: The general contractor will schedule the surveyor to perform these actions. 16. Provide a kitchen layout plan. Response:See latest plans by Hockenberg—Sheets FS-1.0 and FS-1.1 17. Submit kitchen plans to the Minnesota Department of Health; Food, Beverage and Lodging Program, go to: http://www.health.state.mn.us/divs/eh/food/license/procedure.html for their review, approval and licensure. Response: All plans have been submitted for Health Department approval. Health Department approval sent 4/8/2015. 18. Submit signed drawings of roof and floor trusses at framing inspection. Response:Engineers seals will be present on plans at time of framing inspection. 19. Where does the roof water from the flat roofs and pitched roofs terminate? Response: Roof water will be directed to downspout nozzle (lamb's tongue) in the north west corner of the building. Civil has indicated an area of riprap on sheet C5.1. Final sizing and routing of roof drain leader shall be by design build plumbing contractor. 20. Sht. A2.2 (G): Provide attic ventilation clear vent specifications and calculation for the attic area.IBC 1203.2. Response:Attic ventilation shall be provided at 1/300 SF of the space ventilated per IBC 1203.2. A vapor barrier shall be provided. The attic is 4206 sf requiring 2020 in2 of free area. (4206 sf/300 x 144in2/sf=2020 in2). Vent material cut sheets are attached. 21. If a freestanding sign over seven feet in height is proposed,provide signed structural plans. Response: None is planned at this time. Signage will be handled by the owner under separate permit as required. 22. A demolition permit for each parcel is required to be obtained. A $5000.00 escrow deposit in the form of cash or cashier's check is required to ensure demolition completion and constant erosion control for each of the projects. See enclosed applications. Response: Demolition contractor will apply. 23. Provide Energy Envelope calculations. Response: The building for the above referenced project has been designed to meet or exceed the minimums of the MN Energy Code based off the ASHRAE standard 90.1- 2004 w/amendments per MN Chapter 1323. A synopsis of the standard as it applies to this building can be found on sheet A0.1. 24. Plumbing plans must be submitted and approved by the State of Minnesota Department of Labor and Industry. Response: It is our understanding that the General Contractor and their applicable subs will submit to DOLL. 25. A city supplied water meter and pressure reducing valve must be sized and purchased by the plumber. Response: It is our understanding that the General Contractor and their applicable subs will size the water meter and pressure reducing valve and obtain the appropriate models from the city. 26. If provided, indicate a means of lawn irrigation with back flow prevention device. A separate service and metering for billing purposes may be used. Water shutoff valves shall be located in the City right of way. Response:No irrigation planned at this time. 27. Provide fire department lock box at the front door. An application for purchase of the box will be received with the approved building permit. Response: A fire department access box will be provided. Final location shall be coordinated with the fire marshall. 28. Ventilation for the building must meet IBC chapter 12. Response: It is our understanding that the General Contractor and their applicable subs will design and build ventilation systems per all applicable codes. 29. Sht. A2.1: Provide stairway details, rise, run, handrails and headroom etc. Response:See attached drawing 2/A4.5. 30. Sht. A2.1:provide handrail extensions at top and bottom of stairs. MSBC 1341 ANSI A117.1 505.10.2 and 505.10.3. Response: Understood. Handrail extension shall be provided per code. 31. Sht. A2.1: Change length of accessible ramps to 60". MSBC 1341 ANSI A117.1 405.7.3. Response: Understood. Landing shall be increased to 60" or greater in length per code. See revised A2.1. 32. Sht. A2.1: Provide table and seating layout for dining room and outside seating areas. Response:See latest plans by Hockenberg—Sheets FS-1.2 33. Sht. S3: Provide wall sheathing nailing pattern. Response: Nailing patterns for wall sheathing are described on a number of details throughout the structural drawings. Detail 6/S3 and 7/S3 are two examples. Please advise if additional detail or clarification is required. 34. Sht. 4.5: Correct discrepancy: cross section of lower level deck does not match Sht. A2.1 floor plan or Certificate of Survey. Response: Sht 4.5 shows the intended condition. Sheet A2.1 revised to match. Deck will be built off of architectural and structural drawings. 35. Sht. S2; grid line B-2: Correct: Bottom of footing appears to have 1.5' of frost protect from bottom of retaining wall. Frost protection requirement is 3.5'. MSBC 1303.1600. Response:3.5'of cover(min.) shall be provided. 36.A Liquor license is required to sell liquor. City Code 301.401. Response:It is our understanding that the owner will apply for liquor license as required. 37. Access to and from the outdoor areas in on-sale licensed liquor establishments shall be through the remainder of the premises or through the property controlled by the license holder. Indicate method of control such as 5' high fences and egress only gates. City Code 301.1500(7). Response: Owner will provide "No Alcohol Beyond this Point" signage posted at each entry/exit and will monitor with on staff employees. This review is based on the Certificate of Survey, building and civil plans dated April 3, March 25, 2015 and March 18, 2015 respectively. Other code items may be addressed when the above items are submitted and reviewed. Plan reviews by the cities Engineering, Community and Economic Development, Public Works and Natural Resources departments are forthcoming. Questions,please call me at 952-447-9851. If you have further concerns or seek additional clarification on any of the responses above please call me at 612-314-4372. Thank you, Chris Mueller Architectural Consortium Enc.