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24D-329 (5) 4111110 3" dia I O 47 1280 490p 4f80 / 4705 -L --v IMM Wall l Plate ate Mouni 1/2' Pipe e Mount Surface ace Mount `� /� Lens 5001 Xenon 470SMB -1280 492S-1280 BKT Strobe Lamp Magnetic Mount 3/4' IPS Slip Mount Mounting Bracket - 5 4 /) 4 Po 5 -11 25 PPy —_' 4855 -1280 4955 -1280 G470 Screw in 1/2' Male Pipe Heavy Duty Guard — r -- �� - -- - - - - - -- Light Bulb Base Thread Mourn Specifications . .«. Flash Rate 60 to 80 flashes per minute Light Output 50 candela eff Voltage and Amperage 12 -80VDC draws 0.4A average @ 12VDC tapering to 0.05A average @ 80VDC 16 -24VAC draws 0.35A average Power Supply Output 2.7 Watts 1.9 joules per flash Size and Weight 5" tall x 3" dia, x 0.6 Ibs ( 127mm x 76mm x 0.27kg ) Encapsulation Fully potted in urethane material with no exposure to High Voltage possible Available Options NOTE: All "/" options are factory installed only. 1 7 Architect and Engineer Specifications .. s ,..k The strobe light shall be Tomar model number series 470, G470 Heavy duty guard 480, 485, 490, 492, 495 or approved equal. The light source BKT Mounting bracket shall be a plug -in field replaceable single -flash xenon LBO -MINI Lens blackout segment 180° strobe tube. The strobe light must have built -in RFI filters to protect against radio interference and spike voltages. It MICROSHIELD Vinyl, 180° lens blackout shall be polarity protected, and have a power supply fully potted in polyurethane. Voltage ranges shall be 12 -80VDC Replacement Parts or 16- 24VAC, 120 VAC, and 240VAC. The strobe light shall s be UL listed and of NEMA 4X type weatherproof design with screw -on Lexan® lens 5001 Xenon strobe lamp 4705 -L Colored lens ( please specify color ) 4705- 1280 -PSA 12 - 80VDC power supply, surface mount 470SMB- 1280 -PSA 12 - 80VDC power supply, magnetic mount and 6' straight cord 470SMB- 1280/CCB 12 - 80VDC power supply, magnetic mount and coil cord 4855- 1280 -PSA 12 - 80VDC power supply, screw in light bulb base 490S-1280-PSA 12- 80VDC power supply, 1/2" female pipe mount 492S- 1280 -PSA 12 - 80VDC power supply, 3/4" IPS slip mount 4955- 1280 -PSA 12 - 80VDC power supply, 1/2" male thread mount TOMAR t : _ ..I Inc 11 n A. t t w, xt ,2 rw MICRO IV TM ,ifv.,= = Low Profile - Single Flash Strobe 0 > The MICRO IV strobe family is an enhanced version of __ � ' 7Y la the MICROSTROBE featuring a power supply which _, ""� , operates over a wide input voltage range of 12 -80VDC • wide inpuf uo[ta' V range or 16- 24VAC. The supply has a regulated output so that the Tamp brightness and flash remain constant when • universal mounting operated over the rated input voltage range. The power supply is potted in polyurethane for the ultimate in • built -in RFI filte protection from moisture, vibration and exposure to high ,r voltage. The enclosure is all Lexan®, and the plug -in lamp • 1 Q000 hour strobe Tamp is field replaceable. All units are polarity protected and have built -in filters to protect against radio interference • ten year warranty on power Supply and spike voltages. The MICRO IV is covered by a 10 year warranty. The MICRO IV and its guard are UL component • one year warranty on lamp recognized for type E, EE, and ES electric industrial trucks • available in six lens colors covered by UL standard #583. • UL recognized (all models) Lens Colors • lens has hermetic o -ring seal • NEMA 4X Amber Blue Clear Green Purple Red Ordering Information Please specify lens colors and model number when ordering Available colors are Amber, Blue Clear, Green, Purple and Red. ' t 4705SGP -1280 DC strobe, wall plate mount 12 - 80VDC 470S-1280 DC strobe, surface mount 12 - 80VDC 4705MB -1280 DC strobe, magnetic mount and 6' straight cord 12 - 80VDC 470SMB- 1280 /CC DC strobe, magnetic mount and coil cord 12 - 80VDC 4855 -1280 DC strobe, screw -in light bulb base 12 - 80VDC 490S -1280 DC strobe, 1/2" female pipe mount 12- 80VDC 4925 -1280 DC strobe, 3/4" IPS slip mount 12 - 80VDC 4955 -1280 DC strobe, 1/2" male thread mount 12 - 80VDC n; 0 TOMAR Electronics, Inc. 2100 W. Obispo Ave. Gilbert, AZ 85233 USA (800) 338 -3133 tel (800) 688 -6627 fax www.tomar.com Aminumemor k • i ' SpectrAlert Advance Dimensions _ r 4.7' 2.5=-' 6.8" I .� ( Dia. 11 ' =�' —� I 1 r � 1 tf _ 1 1 .1 . E 2 I cl 5 IIN * -7---- " 1 " ...,___=-Ei., .. \\ ---4.------ __ ...._ Wall -mount horn /strobes Ceiling -mount horn /strobes 7.1" 7.1" 2.25 .,. . _.0 -.. _ Da. r ___,..,__. 1 2.23 �1 _.� Dia. I --' A / 00o Q\ � 1 \ o ° 2.0" 5.98" Li � I / • 5. it t b o o 0 c O O Wall back box skirt Ceiling back box skirt Walt weatherproof back box Ceiling weatherproof back box SpectrAlert Advance Ordering Information Model Description ; l �Model . Description ,r Wall Horn /Strobes Ceiling Horn /Strobes (cont'd.) P2R *t 2 -wire Horn /Strobe, Standard cd Red PC2W *t 2 -wire Horn/Strobe, Standard cd, White P2RH* 2 -wire Horn /Strobe, High cd, Red PC2WH *t 2 -wire Horn /Strobe, High cd, White P2RK *° 2 -wire Horn /Strobe, Standard cd, Red, Outdoor PC4R 4 -wire Horn /Strobe, Standard cd, Red P2RHK° 2 -wire Horn /Strobe, High cd, Red, Outdoor PC4RH 4 wire Horn /Strobe, High cd, Red P2W* 2 -wire Horn /Strobe, Standard cd, White PC4RK 4 -wire Horn /Strobe, Standard cd, Red, Outdoor P2WH* 2 -wire Horn /Strobe, High cd, White PC4RHK° 4 -wire Horn /Strobe, High cd, Red, Outdoor P4R* 4 -wire Horn /Strobe, Standard cd, Red PC4W 4 -wire Horn /Strobe, Standard cd, White P4RH* 4 -wire Horn /Strobe, High cd, Red PC4WH 4 -wire Horn /Strobe, High cd, White P4RK° 4 -wire Horn /Strobe, Standard cd, Red, Outdoor Ceiling Strobes P4RHK° 4 -wire Horn /Strobe, High cd, Red, Outdoor SCR* Strobe, Standard cd, Red P4W* 4 -wire Horn /Strobe, Standard cd, White SCRH* Strobe, High cd, Red ._ P4WH* 4 -wire Horn/Strobe, High cd, White SCRK° Strobe, Standard cd, Red, Outdoor Wall Strobes SCRHK° Strobe, High cd, Red, Outdoor SR *t Strobe, Standard cd, Red SCW *t Strobe, Standard cd, White SRH *t Strobe, High cd, Red SCWH *t Strobe, High cd, White SRK° Strobe, Standard cd, Red, Outdoor Horns SRHK Strobe, High cd, Red, Outdoor HR Horn, Red _ SW* Strobe, Standard cd, White HRK° Horn, Red, Outdoor SWH* Strobe, High cd, White HW Horn, White Ceiling Horn /Strobes — Accessories PC2R* 2 -wire Horn /Strobe, Standard cd, Red BBS -2 Back Box Skirt, Wall, Red PC2RH* 2 -wire Horn /Strobe, High cd, Red BBSW -2 Back Box Skirt, Wall, White PC2RK° 2 -wire Horn /Strobe, Standard cd, Red, Outdoor BBSC -2 Back Box Skirt, Ceiling, Red PC2RHK° 2 -wire Horn /Strobe, High cd, Red, Outdoor BBSCW -2 Back Box Skirt, Ceiling, 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, 1 10, and 115 candela settings. "High cd'; refers to strobes that include 135, 150, 177, and 185 candela settings. All outdoor units ending in "K "include a weatherproof back box. n Add " -R "to model number for weatherproof replacement device (no back box included). ®zoos System se °sor W �' 3825 Ohio Avenue •St. Charles IL 60174 Ptod spe cano ss °d;e 2008S ewm ens otice.VSitrystemsensor. <omrot Phone: 800-SENSOR2 • Fax: 630- 377 -6495 current product mformanon, including the latest vers of this data sheet A05 -0395 - 004,2/08.01760 UL Current Draw Data UL Max. Strobe Current Draw (mA RMS) .; UL Max. Horn Current Draw fmA 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 Mak. Current Draw (mA 2j wire Korn /Strobe, Standard Candela Range (15.115 cd) . ' r 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 _ 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 88 103 150 184 202 206 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 1Vlax Current Draw (rnA 2 ` rira Hom/Strobe, High Candeligange (135 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 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures, listed candela 'Hem =s r � r � , , . " ratings must be reduced in accordance with this table 24 Volt Nominal r i i t xr 8 -17.5 16 -33 pti 0 �� -,� z _ � � Switch Volts Volts Reverberant Anechoic Listed Candela Candela rating at -40 °F Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 15 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 32°F 2 Temporal Medium 74 74 80 80 86 86 96 96 30 3 Temporal Low 71 73 76 76 83 80 94 89 75 44 4 Non - temporal High 82 82 88 88 93 92 100 100 95 70 5 Non - temporal Medium 78 78 85 85 90 90 98 98 110 110 - 6 Non temporal Low 75 75 81 81 88 84 96 92 115 115 7' Coded _ High 82 82 88 88 93 92 101 101 135 135 - - 8t Coded Medium 78 78 85 85 90 _ 90 97 98 150 • 150 _ 9 Coded Low 75 75 81 81 88 85 96 92 177 177 __ 'Settings 7, 8, and 9 are not available on 2 -wire horn /strobe. 185 185 A05- 0395 -00- -. 4- 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 1 /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 nine 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, 95,110,115,135,150,177,185. 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 he 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 systern. 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. Outdoor Products SpectrAlert Advance outdoor horns, strobes and horn /strobes shall he listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit. The products shall be listed for use with a System Sensor outdoor /weatherproof back box with half inch and three - fourths inch conduit entries. 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 4 x 4 x 2 -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 . dr ix . ill ( rsical SOecificatiens Standard Operating Temperature 32 °F to 120 °F (0 °C to 49 °C) K Series Operating Temperature -40 °F to 151°F (-40°C to 66 °C) Humidity Range 10 to 93% non - condensing (indoor products) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12DC /FWR or regulated 24DC /FWR' Operating Voltage Range' 8 to 17.5 V (12V nominal) or 16 to 33 V (24 nominal) Input terminal w ire 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) 5.61 x 4.7'W x 2.5 "D (142 mm L x 119 mrn W x 64 mm D) Horn dimensions 5. 61 x4 .7"Wx1.3 D(142mmLx119mmWx33mmD) Wall -mount back box skirt dimensions (BBS -2, BBSW -2) 5.91 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 2.25" high (180 mm diameter x 57 mm high) Wail -mount weatherproof back box dimensions (SA -WBB) 5.71 x 5.1'W x 2.0D (145 mm L x 130 mm W x 51 mm D) Ceiling -mount weatherproof back box dimensions (SA -WBBC) 7.1 x 2.0" high (180 mm diameter x 51 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 12 V nominal only for 15 and 15/75 cd. A05- 0395 .004 k ! . I • *Th, kti -, $. 1 kk,,.....„44V SENSOR' � , 1 4 tT Selectable Output , Horns, Strobes, and Horn /Strobes SpectrAlert' Advance selectable - output horns, strobes, and horn /strobes are rich with features guaranteed to cut installation times and maximize profits. SPECT s 4' — rt f 4. m $ 3 t ern, S e n S o r The SpectrAlert Advance series of notification appliances is Features designed to simplify installations, with features such as plug in • Electrically compatible with existing SpectrAlert products designs, instant feedback messages to ensure correct installation of • . Automatic selection of 12- or 24 -volt operation at 15 and 15/75 individual devices, and 11 field - selectable candela settings for wall c andela and ceiling strobes and horn /strobes. • Plug -in design When installing Advance products, first attach a universal mounting • Field selectable candela settings on wall and ceiling units: 15,15/75, plate to a four -inch square, four -inch octagon or double -gang 30, 75, 95, 110, 115, 135, 150, 177, 185 junction box.The two -wire mounting plate attaches to a single -gang • Same mounting plate for wall- and ceiling -mount units junction box. • Shorting spring on mounting plate for continuity check before Next, connect the notification appliance circuit wiring to the SEMS nstallation terminals on the mounting plate. Tamper resistant construction • Outdoor wall and ceiling products rated from —40 °F to 151°F Finally, attach the horn, strobe or horn /strobe to the mounting plate Design allows minimal intrusion into the back box by inserting the product's tabs in the mounting plate's grooves.The device will rotate into position, locking the product's pins into the Horn rated at 88+ dbA at 16 volts mounting plate's terminals.The device will temporarily hold in place Rotary switch for horn tone and three volume selections with a catch until it is secured with a captured mounting screw. • Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) outdoor requirements - The SpectrAlert Advance series includes outdoor notification • Outdoor products NEMA 4X rated appliances. Outdoor strobes and horn /strobes (two wire and four Compatible with MDL sync module wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Agency Listings SIGNALING 13 MEA �'— 7125 - 1653.186( ° d strobe 7300- 1653:187(outdoor strobes) ;2 - 7125 - 1653.188 (h r r strobe approved t , nme7scr °bes) LISTED APPROVED 35 -15537 89 (horns, chimes) 54011 3023572 MEA452 -05 -E 55512 53593 4 Accessories _ System Sensor provides system flexibility with a variety of accessories, including two remote test stations, and several different means of visible and audible system annunciation. As with our duct detectors, all duct smoke detector accessories are UL listed. f t a 1 .t 4 : s_ lid k ; " "� Fir � " " _. APA451 RTS451KEY PA400W RTS451 RA400Z Piezo Annunciator Remote Test Station Mini - Alert Sounder Remote Test Sta^cn Remote Annunciator - (UL 54011) wim Key (UL 52722) (Ui S3593) (UL 52522) (UL 52527) shown with PS24LOW add -on strobe (P512 /24SLFNSW smoke lens option available) s +- r- a i a ` _� , " ,,,; .% SSK451 ; � a Vwlti- Signaling Accesso om " ` , SSK451 $ CUL 268A) r C ! M uhl- S shown with PS24LOW add -on Accessory f ` strobe (PS12 /245LENSW smoke leris 4 ' (01 268A) t ' opt on available) Ordering Information ��. `✓„ „ N F fi x 9 r a •• et S 7 U i�,".;F`�rz�r " •a.y �Fa D 's `�" Ipt111T .; �'?'gn'�" „,`^' �? IS e .h� m °� rwr . r; - ut5 'W ,.;. y ' T„:,,:::::: . DH100ACDCLP ' 4- wire photoelectric duct detector with low-flow technology A5190 Replacement 4 -wire photoelectric detector board A5064 Replacement 4 -wire power board Accessories ST -1.5 Metal sampling tube duct widths 1"-2" (0.3 -0.6 10) MOD400R Sensitivity test module 5T -3 Metal sampling tube duct widths 2` -4' (0,6 -1.2 m) RA1007 Remote annunciator alarm LED ST -5 Metal sampling tube duct widths 4 " -8' (1.2 -7A m) F36 -09 -11 Replacement air filters (two per package) 51 -10 Metal sampling tube duct widths 8' -12" (2.4-3.7 m) — MO2 -04 -00 Test magnet 180 -71 -00 Replacement telescoping sampling tube P48 -21 -00 End cap for metal sampling tubes - P48 -55 -00 Replacement end cap for T80-71-00 508 -39 -01 Photo replacement screen SSK451 MuIti Signaling accessory PA400W Mini -Alert sounder RTS451 KEY Remote test station with key lock P524LOW Mini -Alert add -on strobe RTS451 Remote test station PS12 /245LENSW Wall-mount "SMOKE" lens APA451 Remote annunciator with piezo a'ar n ^— PS12 /24SLENSC Ceiling-Mount 'SMOKE lens 3S2.5 Ohio Avenue •S Charles, IL 601/4 ,20,a6 sy,t,tr ,nso: Prod, ,eanat ors tortjea to change wino. , a Vnit syston sertaattot r= Phone 800 S_NSO 2 Fax: 630-371-649s Ac . 6.' z, - cn; z I. Wiring Guide System wiring diagram for 4 -wire duct smoke detectors AVAILABLE POWER INPUTS AVAILABLE POWER INPUTS CONNECT POWER SOURCE EQWERINPIIT &ACCEPT g 10 A B C 9 10 A B C TO APPROPRIATE TERMINALS 24 VDC, 24 VAC 50 -60 HZ. OF EACH DETECTOR. SEE 120 VAC OR SPECIFICATIONS FOR 220!240 VAC AC 5 50 -6D -60 HZ ADDITIONAL POWER SUPPLY CONNECT POWER SOURCE } - INFORMATION. TO OF EACH DETECTOR. TERMINALS 24V J VA C L24Vi VAC _220!'240 _2201240 VAC VAC ALARM AUXILIARY CONTACTS ALARM AUXILIARY CONTACTS FOR FAN SHUTDOWN. ETC. FOR FAN SHUTDOWN, ETC. AUX. r'.ONTACT RA�TIN GC 16 6 17 7 18 8 16. 6 17 7 18 8 10A C 30 VDC RESISTIVE . N .� 10A C 250 VAC CONK CTION TOOCONTDROL N.C. C. N.O. 4.0. , ; C. N.C. C. N.O. N.O. ( C INSTALLATION OR MANUFACTURER'S RUCTIONS PANELS. p �__p p _p ALARM AUXILIARY CONTACTS SHOWN IN 1 ALARM AUXILIARY CONTACTS SHOWN IN NOTE: THE SUPERVISORY RELAY NOW STANDBY. CONTACTS TRANSFER DURING STANDBY CONTACTS TRANSFER DURING PROVIDES A "FOR,S4 C" CONTACT FOR ALARM AS INDICATED BY THE ARROWS, 1 ALARM AS INDICATED BY THE ARROWS. CUSTOMIZED APPLICATIONS. FOR STANDARD APPLICATIONS, ONLY TROUBLE CONTACT RATING SUPERVISORY TROUBLE CONTACTS SUPERVISORY TROUBLE CONTACTS THE "NO' CONTACT IS USED 2.0 A 2.05 @ 30 r resistive 14 3 1 tM1 3 I - -_1 125 VAC TROUBLE CONTACTS CLOSED iN ALAP.M AND STANDBY. TROUBLE CONTACTS CLOSED IN ALARM AND STANDBY. CONTACTS OPEN WHILE. DETECTOR PCB OR POWER IS CONTACTS OPEN WHILE DETECTOR. PCB OR POWER IS • REMOVED OR WHEN TAMPER FEATURE TIMES OUT. OPEN REMOVED OR WHEN TAMPER FEATURE TIMES OUT. OPEN CONTACTS SIGNAL TROUBLE CONDITION TO PANEL. CONTACTS SIGNAL TROUBLE CONDITION TO PANEL. / 5`- 5 ALARM ALARM CONTACTS SHOWN ALARM - CONTACTS SHOWN . INITIATION INITIATION OPEN IN STANDBY INITIATION OPEN IN STANDBY. LOOP CONTACTS • CONTACTS CLOSE CONTACTS CONTACTS CLOSE IN ALARM. IN ALARM. 4Il 4 UL LISTED 4 -WIRE FIRST DETECTOR IN THE LOOP LAST DETECTOR IN THE LOOP EOL RESISTOR PANE CONTROL PANEL DHICOACDCLP DH100ACDCLP U PANEL MANUFACTURER • Wiring diagram for Dill 00ACDCLP to APA451: Wiring diagram for the DH100ACDCLP to Wiring diagrams for optional accessories: RTS4S1JRTS451KEY: _ Alarm Signal ® D HIOOACDCLP R451I 451 DH100ACDCLP I APA451 - iSRTSKEY 0 Alarm �, * 151 I / C} (Red LED) Ala'm Signal - -- V (Red LED) Alarm ALARM SIGNAL (a) V ` 41 0 Aux. Power+ 19 - _ - - - -- -- - -- Aux. Powe 19 * For RTS451KEY AUX POWER ( -) Sup. N. 0. 14 only without I 20 I ( -) I Sup. N. O. r ® control panel. I -- L Sup. COM ©. - 3 Power P \ f xi . _ L-� , Sue COM 3 6 (Green LED ) (Green LED) Power DUCT DETECTOR PA400 (OPTIONAL) Aux. Power 20 • O Common /� DH100ACDCLP AUDIBLE ALERT Aux. Power- 2C I — -- - Ll NOTE: Wiring diagram shown is for DH100ACDCLP 4 -wire duct Reset O2 -4' © • smoke detector system equipped without a control panel. NOTE: A trouble condition iS indicated when the green LED O 15 I ( +) _ is not illuminated. Test 01-- - - - - - 0 ALARM SIGNAL (r) (S)= -- /�„r Wiring diagram for DH100ACDCLP to SSK451: *NOTE: For RTS451KEY only without a Control ' AUX POWER ( -) ED FIELD INSTALLED Panel. - . JUMPER FOn �TEMPCRA P <. T =RN r RTS451 does not have a terminal u- 1 EMOT (LED) I)I r SSK451 I DHrOOACDCLP NOTE, Wiring diagram DUCT DETECTOR iagram shown is for DH100ACDCLP DH100ACDCLP R gp ANNUNCIATOR 1 CCMMCN, I 4 -wire duct smoke detector system l TEMPORAL SELECT •l2� I ALARM SIGNAL -... .... _.�. __ - __ 4 1 - -5) ALARM SIGNAL equipped without a control panel. SUPERVISORY SIGNAL �J �' - -- - -- - - L -v d. • ••P E P VISos RESET y NOTE: A trouble condition is indicated when the - _ 4_ CONTACT �) - -- 2 RESET � green LED is not illuminated. TEST 68 ' }— 11 TEST MIll POWER I L - - -- -" J - -_ ') AUX. POWER( -) POWER ( +) 6) 15� AUX POWER (+1 i i 1 FIELD INSTALLED JUMPER Important Interconnect Notes _ - _ • When using the interconnect feature, all interconnected units roust be powered with the sarne, independent supply • Polarity must be maintained throughout the interconnect wiring. Connect terminal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. • Up to 10 units may be interconnected, AOy -1 04,007 • * Innovair Duct Smoke Detector Specifications drehitectural/EngineeringSpecifications w The air duct smoke detector shall be a System Sensor Model DH100ACDCLP Series Duct Smoke DetectotThe detector housing shall be UL listed per UL 268A specifically for use in air handling systems.The detector shah operate at air velocities of 100 feet per minute to 4000 feet per minute (0.5 to 2032 m /sec.). The unit shall be capable of controlling up to ten (10) air handling systems when interconnected with other detectors.The detector shall be capable of providing a trouble signal in the event that the front cover is rernoved. It shall he capable of local testing via magnetic switch or remote testing using the SSK451 Multi- Signaling Accessory or the RTS451 KEY Remote Test Statior.The unit shall be reset by local reset button or remote test station.The duct smoke detector housing shall incorporate an airtight smoke chamber in compliance with UL 268A, Standard for Smoke Detectors for Duct Applications.The housing shall be capable of mounting to either rectangular or round ducts without adapter brackets. An integral filter system shall be included to reduce dust and residue effects on detector and housing, thereby reducing maintenance and servicing. Sampling tubes shall either be telescoping or be easily installed by passing through the duct housing after the housing is mounted to the duct. The unit shall provide a spacial separation of no less than Y." (6.4 mm) and /or a physical barrier between the high and low voltage terminals.The enclosure shall meet all applicable NEC and NFPA standards regarding electrical junction boxes.Terminal connections shall be of the strip and damp method suitable for 12 -18 AWG wiring. Qltitrsita1 Specifications , : x Size 14 "(37 cm.) Length, 51/2" (14 cm.) Width; 2 cm.) Depth Shipping Weight 3 lbs. (1.7 kg.) Operating Temperature Range 32° to 131°F (0° to 55 °C) Storage Temperature Range -22° to +158 °F ( - -30* to 470 Operating Humidity Range 10 % to 93% relative humidity non - condensing Air Duct Velocity 100 to 4000 ftlmin. (0.5 to 20.32 m /sect EfettricaiRatirigs— ORIN:04030.P d Oncfudes l Detector r Power supply voltage: 20 -29 VDC 24 VAC 50-60 Hz 120 VAC 50-60 Hz 220/240 VAC 50-60 Hz Input capacitance: 270 NF max. 270 pF max. N/A N/A Reset voltage: 3.0VDC min. 2.0VAC min. 10VAC min. 20 VAC min. Reset time (with RTS451): .03 to 0.3 sec. .03 to 0.3 sec. .03 to 0.3 sec. .03 to 0.3 sec. Reset time (by power down): 0.6 sec. max. 0.6 sec. max. Ob sec max, 0.6 sec. max. Power up time: 34 sec. max. 34 sec. max. 34 sec. max. 34 sec. max. Alarm response time: 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. Sensitivity Test: See detector label See detector label See detector label See detector label Current Requirements (Using No Accessories) Max. standby current 15 mA 35 mA RMS 25 mA RMS 15 mA RMS* Ntax. alarm current 70 mA 125 mA RMS 35 mA RMS* 25 mA RMS* . , . C Ratings , , - 1 x. % 7r ,, �ia� ,t Nr , Alarm initiation contacts (SPST) 2.0A @ 30 VAC/DC (0.6 power factor) Alarm auxiliary contacts (DPDT) 10A @ 30 VDC; 10.A @ 250 VAC Note: Alarm auxiliary contacts must switch 100rnA minimum at 5VDC. Alarm auxiliary contacts shall not be connected to initiating circuits of control panels. Use the alarm initiation contact for this purpose. Trouble contacts (SPDT) 2.0A @ 30 VDC (resistive); 2.0A @ 125 VAC (resistive) sSii "Cu4'r it acli,a � , ., - '.,' ' r : ..,- ,- ,,, ✓✓r € , _ Device Standby Trouble Alarm ARA451 12.5 mA Max. n/a 30 mA Max. PA400 0 mA n/a 15 mA Max. RA400Z 0 mA n/a 10 mA Max. _ RTS451 /RTS451 KEY 1 rnA* _ n/a 7.5 mA Max. S5K451 5 mA Max. 9 mA Max. 30 mA Max. *Note: When a unit is powered at the 120 VAC input, any combination or accessories may he used such that the given accessory loads are: 60 rnA or less in the standby state; 110 mA or less in the alarm state. • SYSTEM SENSOR' p s 4 -Wire Photoelectric, Low -Flow Duct Smoke Detector System Sensor's Innovair DH 100ACDCL P reduces nnoyczy the spread of smoke through HVAC air duct systems, including low -flow applications. As a photoelectric detector, it's ultra- responsive to the large smoke particles commonly found in duct systems. The DH100ACDCLP uses low -flow technology to sense smoke in the Features lowest air speeds, from 100 to 4,000 feet per minute. When smoke is Photoelectric, low -flow technology detected, all interconnected units will initiate their relays. However, to quickly locate the fire source, only the detector sensing smoke An air velocity rating from 100 feet per minute to 4,000 feet per will alarm.Two DPDT Form- -C relay contacts, connected to auxiliary minute (.5 meters per second to 20.32 meters per second) equipment, can also be configured to prevent the spread of smoke Patented interconnectabilityfnr multi fan shutdown through a particular area. •Two DPDT [orrn -C relay contacts The DH 100ACDCLP is simple to install and maintain. Powered by ▪ 24 VAC/DC or 120/240 VAC 24 VAC /DC or 120 /240VAC, it can be easily mounted to round and rectangular ducts, from one to twelve feet in width, with outside • Versatile mounting options mounting tabs. It also offers an adjustable telescopic sampling tube Outside mounting tabs that can be used for duct widths up to 18 inches. This tube locks into place — no additional tools are necessary. • A patented telescopic sampling tube • Modular construction Its modular construction allows for easy cleaning and field replacement of the power and sensor boards. Also simplifying • A patented cover - tamper trouble signal maintenance is a transparent cover that provides convenient visual A transparent cover inspection. If the cover is removed, a patented cover - tarnper trouble signal gives a 7- minute delay before the panel or remote accessory is • A rernote test station notified of trouble. • Remote sounder /LED indicator options At a remote location, the remote test station option ensures that • A built -in reset button a detector is functioning properly and the remote sounder /LED indicator option signals if a detector is in alarm. Ho\vever, the cove does not need to be removed if a detector needs to be reset at the detector. Simply push the built -in reset button. Agency Listings �. WARNING: Duct smoke detectors are NOT a substitute for open area smoke detectors, NOT a substitute for early warning ing detection and NOT a replacement for a building's regular fire detection system Refer to NFPA 72 and 90A for additional information. LISTED • . * STI STOPPER' i1 Dimensions and Technical Information Stopper II Models Indoor Use: TESTING STI - 1100 With horn for flush mount It has been tested and approved or listed by: STI 1100RC''' With horn and relay flush mount • UL /cUL Listed No. 52466 STI - 1130 With horn and spacer • For fire alarm applications, UL38 requires outdoor listed iA STI 1130RC' With horn and relay with spacer stations for outdoor use STI - 1200 Without horn flush mount IV i • Factory Mutual No. 066A2.AY (STI -1100 and STI -1130 only) STI - 1230 STI -1200 with spacer p " • State of California (obtain local fire marshal approval) • NEMA 3R Rated (only for Stopper II models with backplate 0) Weather Stopper' with gaskets (Indoor /Outdoor rated): a and gaskets) ..0 STI - 1150 Stopper II with horn flush mount (indoor /outdoor a1 • MEA 49 -00 -E (STI -1200) rated) • ADA Compliant (UL Certified No. S2466) ro STI 115ORC'' Stopper II with horn and relay flush mount PATENTS > (indoor/outdoor rated) • United States No. 4267549, Canada No. 1147828 STI - 1155 Stopper II with horn and spacer (indoor /outdoor ut rate di STI 1155RC' Stopper II with horn, relay and spacer (indoor /outdoor HORN HOUSING 0 I ) COVER I 5.5 in.(140mm) - -- g STI - 1250 STI -1200 flush mount and gasket 3.z in.(8lmm) STI -3150 STI 1200 with spacer and gaskets ,/, 6.2 in.(158mm)— " i, , //, Accessories: STI 3100 2" conduit 1/2" conduit entry spacer with 1 gaskets SPACER .8.5 in.(216mm) - included) p / y ( no 9 2 m.(5,mm) STI - 3104 2" conduit spacer with 3/4" conduit entry (includes y one 3/4" conduit entry gasket) SIDE VIEW STI - 1102 Replacement horn for cover with alarm MODELS WITH HORN (5TI Series) Custom - LBL Custom text message for horn housing Stopper II is intended to be used in areas where the incidence of false fire""""" '" " " "' " "" " """" "" " "'"'""" "_"_"'a CU alarms from manual pull stations is high or has proven to be a serious COVE f< —6.S in.(165mm) —r{ t problem. Any disadvantage of this device is more than balanced when one 3.2 in.(81mm) considers the consequences of false fire alarms, especially if fire service � ��' personnel and equipment are responding to a false fire alarm when they are s 7 i n. ( 178mm) * � to the t C " f cilliity false a oc u If you have, or have, a with SPACER 4 8.5 in.(216mm) —> 2 in.(51mm) r'rat'i false fire alarms or physical /weather damage to your fire alarm activation devices, the Stopper It could prove invaluable. SIDE VIEW O * WARNING: For RC models: UL Listing does not permit relay contacts to d' connect to the fire alarm or a life safety function. The power supply for MODELS WITHOUT HORN (STI - 1200 AND STI -3150 Series) horns, according to UL Listing, cannot be connected to a UL Listed fire alarm +` system. For electrical specifications see install book. RC models contain one set of Form "C" dry contacts. Contacts rated 30 VAC /VDC 1 amp. _ 3.2 in. tf76m NOTE: End user m ust verify the alarm and battery every six months and replace A (81mm) (102mm) - A 1 battery annually or as required. a (70mm) (127mm) B c 2.35 in. .(140mm) E y (60mm) 4 WALL D 1.625 in. % - % 1, + (41mm) / STI -3100 SPACER E 75 in. ` 5.5 in.(14Dmm) ADDS 2" DEPTH(51mm) 5TI-3003 GASKET (1/2 in. CONDUIT) - (19mm) A + STI -3004 GASKE (3/4 in. CONDUIT D ) ` IN 0 ALL MODELS END VIEW (2) PROVIDE <' t STI-3100 SPACER a Flush models: 0 INCLUDED WITH SURFACE MOUNT UNITS e i N�r�� _. STI -3104 CONDUIT SPACER ACCOMMODATES 7.2W x 10.2H x 3.3D in. - 3/4 in CONDUIT FOR WEATHER STOPPER tGr y y } ` (183 x 259 x 84mm) cai1 • O rl� 4,1 ., Surface models: CZ 7.2W x 10.2H x 5.50 in. di i c9 : el Oe V �� "" (183 x 259 x 140mm) SUB -316 ' ` x 5TI -1280 BACKPLATE LOUVER . r:1 / "'NOTE: STI SUGGESTS USING THE � �, . STI -1280 BACKPLATE FOR WEATHER UNITS OR WHEN MOUNTED ON AN UNEVEN SURFACE. ' SUB-315 GRILL m °� STI-3002 WEATHER GASKET _ -- n '�' ". FOR WEATHER OPTION -_ n . y 4 4 ,. (USE TWO WITH SPACER) Printed U.S. {� STI-1100 Spec 0 1987,, ' ' 92,'94,'95,'90,'97, 2000,'02,'03,'04, '05,'06 STI 7 IZZ4 @' . a '0/06 06 r • STOPPER 11 Protective Cover To Help Stop Malicious and Accidental False Fire Alarms This unique and patented device has been helping stop false fire alarms around the world for more than 25 years, without restricting legitimate alarrns. It offers excellent protection against physical damage . FIRE AL (both accidental and intentional), dust and grime as " ; well as severe environments inside and out. It is ideal for schools, colleges, hospitals, nursing homes, stores, hotels and public buildings of almost every PULL kind where there is a threat of false fire alarms. How It Works Stopper II consists of a clear, tamperproof, super z , IN tough polycarbonate shield and frame that fits over a F manual pull station. When lifted to gain access to the �� actual alarm, it sounds a piercing self - contained 95 5 �.f dB or 105 dB warning horn (at one foot). Immediate attention is drawn to the area and a prankster will° Sus either run or be caught. The cover is connected to the frame by a cable. When the cover is lifted, it drops off FM ` o�� of the frame and a horn will sound (models with sT1 -1100 ADA horn). Horn will sound until the cover is snapped � 11tEMA 3R back onto the frame or for the life of the battery. • Proven effective for more than 25 years in helping • UL Listed to U.S. and Canadian safety standards (also stop false fire alarms without restricting legitimate for custom labeling). alarms. • Larger sizes and surface mounted pull stations • Lifetime guarantee against breakage of the accommodated with STI -3100 conduit spacer. polycarbonate housing in normal use (one year . Polycarbonate rated -40° to 120 ° F ( - 40 ° to 49 °C). on electronic components). • Weather models have closed cell gaskets. • Can be used as a guard against physical damage to Power source is 9 VDC alkaline battery included on vt a manual pull station, with or without the optional warning standard Stopper II (remote powered unit is g horn. pp ( p available). • Cover is UV- stabilized. • "RC" models include one form "C" dry relay contact Optional horn has choice of 95 dB or 105 dB at one and is capable of operating from 9 -24 VDC remote r„r.ry foot. power or internal 9 VDC battery power. • Standard red units have "In Case of Fire..." label Not just for pull stations, this cover can also help unless specified no label or custom label (charge for protect other devices such as EPO's, call boxes, custom label). telephones and emergency shutdowns just by • Horn housing available in red, blue, green or yellow changing the color and messaging. g Y 9� 9 9 9• with optional custom labeling. • With backplate and gaskets, UL Listed to NEMA 3R • When covering a pull station outside, UL requires Standards. stations to be listed for outdoor use. 11 ' ;® Safety Technology International, Inc. 2306 Airport Road • Waterford, Michigan 48327 -1209 STI' Pho ne: 248 -673 -9898 • Fax: 248-673 -1246 • Toll Free: 800 - 888 -4784• E-mail: info @sti -usa.com • Web: www.sti-usa.com r` Europe Branch Office • Unit 49G Pipers Road • Park Farm Industrial Estate • Redditch • Worcestershire • B98 0I-10 • England • '�r� �� / Tel: 44 (0) 1527 520 999 • Fax: 44 (0) 1527 501 999 • freephone: 0800 085 1678 (UK only) • E -mail: info @sti- europe.com • Web: wwwsti- europe.com • ' Specifications Agency Listings and Approvals PHYSICAL SPECIFICATIONS: The listings and approvals below apply to the BG -12 Series pull stations. In some cases, certain modules may not be listed by — certain approval agencies, or listing may be in process. Consult pull station SB -I /O SB -10 factory for latest listing status. Height 5.5 inches 5.601 inches 5.5 inches • C(UL)US: S711 (13.97 cm) (14.23 cm) (13.97 cm) _ • FM Approved Width 4.121 inches 4.222 inches 4.121 inches • CSFM: 7150 - 0075:184 (10.47 cm) (10.72 cm) (10.47 cm) • MEA: 67 -02 -E Depth 1.39 inches 1.439 inches 1.375 inches • Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; (3.53 cm) (3.66 cm) (3.49 cm) 6,632,108. 52004thm.tbl ELECTRICAL SPECIFICATIONS: Product Line Information Switch contact ratings: gold - plated; rating 0.25 A @ 30 VAC or BG - 12S: Single- action pull station with pigtail connections, hex VDC. lock. ENGINEERING /ARCHITECTURAL SPECIFICATIONS BG - 12SL: Same as BG - 12 with key lock. Manual Fire Alarm Stations shall be non -code, with a key- or BG - 12: Dual- action pull station with SPST N/O switch, screw hex- operated reset lock in order that they may be tested, and so terminal connections, hex lock. designed that after actual Emergency Operation, they cannot be BG - 12L: Same as BG -12 with key lock. restored to normal except by use of a key or hex. An operated BG - 12LSP: Same as BG -12L with English /Spanish (FIRE/ station shall automatically condition itself so as to be visually FUEGO) labeling. detected as activated. Manual stations shall be constructed of BG - 12LOB: Same as BG -12L with "outdoor use" listin g. red colored LEXAN (or polycarbonate equivalent) with clearly Includes outdoor listed backbox, and sealing gasket. visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, BG - 12LO: Same as BG -12L with "outdoor use" listing. Does 1.00 inches (2.54 cm) or larger. Stations shall be suitable for not include backbox. surface mounting on matching backbox SB -10 or SB -I /O; or BG - 12LA: Same as BG -12L with auxiliary contacts. semi -flush mounting on a standard single -gang, double -gang, or BG - 12LPS: Dual- action pull station with pre - signal option. 4" (10.16 cm) square electrical box, and shall be installed within BG 12LPSP: Same as BG-12LPS with English /Spanish (FIRE/ the limits defined by the Americans with Disabilities Act (ADA) or FUEG labeling. per national /local requirements. Manual Stations shall be Under- writers Laboratories listed. SB - 10: Surface -mount backbox, metal. NOTE: The words `FIRE/FUEGO" on the BG -12LSP shall appear SB I /O: Surface -mount backbox, plastic. (Included with BG on the front of the station in white letters, approximately 3/4" 12L08.) (1.905 cm) high. BG12TR: Optional trim ring for semi -flush mounting. 17003: Keys, set of two. (Included with key -lock , pull stations.) " I I 17007: Hex lock, 9/64 ". (Included with hex -lock pull stations.) NOTE: For addressable BG 12LX models see data sheet DF- 52013. . FUEGO/FIRE . 6MP JE i PUSH HALE HAGMA A PULL DiyieT - . , .. 4 i E, Fire•Lite® Alarms, SpectrAlert® Advance, and System Sensor® are registered trademarks of Honeywell International Inc. ©2008 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. ISO 9001 This document is not intended to be used for installation purposes We try to keep our product information up -to -date and accurate. C E RT I F I MID We cannot cover all specific applications or anticipate all requirements. ENGINEERING 8 MNUIFACTIIAING All specifications are subject to change without notice. A QUALITY SYSTEMS Made in the U.S. A. For more information, contact Fire•Lite Alarms. Phone: (800) 627 -3473, FAX: (877) 699 -4105. www.firelite.com Page 2 of 2 — DF- 52004:A1 • 04/22/08 DF- 52004:A1 • F -050 BG-1 2 Series nreuTeALarms Manual Fire Alarm Pull Stations by Honeywell Conventional Initiating Devices General The Fire•Lite BG - 12 Series is a cost - effective, feature- packed series of non -coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end -user in mind. The BG -12 Series features a variety of mod- els including single- and dual- action versions. The BG -12 Series provides Fire•Lite Alarm Control Panels (FACPs), as well as other manufacturers' controls, with a man- PUSH IN *. ual alarm initiating input signal. Its innovative design, durable PULL DO ytIN 1 construction, and multiple mounting options make the BG -12 � Series simple to install, maintain, and operate. Features • • Aesthetically pleasing, highly visible design and color. • Attractive contoured shape and light textured finish. 1.1 • Meets ADA 5 Ib. maximum pull- force. (j` li ) • Meets UL 38, Standard for Manually Actuated Signaling Boxes. • Easily operated(single - or dual - action), yet designed to pre- vent false alarms when bumped, shaken, or jarred. • PUSH IN /PULL DOWN handle latches in the down position to clearly indicate the station has been operated. Construction • The word "ACTIVATED" appears on top of the handle in • Cover, backplate and operation handle are all molded of bright yellow, further indicating operation of the station, durable polycarbonate material. • Operation handle features white arrows showing basic opera- • Cover features white lettering and trim. tion direction for non-English-speaking persons. • Red color matches System Sensor's popular SpectrAlert® • Braille text included on finger -hold area of operation handle Advance horn /strobe series. and across top of handle. • Multiple hex- and key -lock models available. Operation • U.S. patented hex -lock needs only a quarter -turn to lock/ unlock. The BG -12 manual pull stations provide a textured finger -hold • Station can be opened for inspection and maintenance with- area that includes Braille text. In addition to PUSH IN and PULL out initiating an alarm. DOWN text, there are arrows indicating how to operate the sta- • Product ID label viewable by simply opening the cover; label tion, provided for non-English-speaking people. is made of a durable long -life material. Pushing in and then pulling down on the handle activates the • The words "NORMAL" and "ACTIVATED" are molded into the normally -open alarm switch. Once latched in the down position, plastic adjacent to the alarm switch (located inside) the word "ACTIVATED" appears at the top in bright yellow, with a • Four position terminal strip molded into backplate. portion of the handle protruding at the bottom as a visible flag. Terminal strip includes Phillips combination head captive 8/32 Resetting the station is simple: insert the key, twist one quarter- • turn, then open the station's front cover, causing the spring- screws for easy connection to Initiating Device Circuit (IDC). loaded operation handle to return to its original position. The • Terminal screws backed -out at factory and shipped ready to alarm switch can then be reset to its normal (non - alarm) position accept field wiring (up to 12 AWG /3.1 mm manually (by hand) or by closing the station's front cover, which • Terminal numbers are molded into the backplate, eliminating automatically resets the switch. the need for labels. • Switch contacts are normally open. • Can be surface - mounted (with SB - 10 or SB - /O) or semi - flush mounted. Semi -flush mount to a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box. • Backplate is large enough to overlap a single -gang backbox cutout by 1/2" (1.27 cm). • Optional trim ring (BG12TR). • Spanish versions (FUEGO) available (BG 12LSP, BG 12LPSP). • Designed to replace the Fire•Lite legacy BG - 10 Series. • Models packaged in attractive, clear plastic (PVC), clam- shell- style, Point -of- Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. DF- 52004:A1 • 04/22/08 — Page 1 of 2 v �j Smoke Detector Specifications Architectural /En Specifica Smoke detector shall be a System Sensor i Series model number , listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems.The detector shall be a photoelectric type (Model 2W -B, 4W -B) or a combination photoelectric /thermal (Model 2WT-B, 4WT -B) with thermal sensor rated at 135°F (57.2 °C). The detector shall include a mounting base for mounting to 31 -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring connections shall be made by means of SPAS screws.The detector shall allow pre- wiring of the base and the head shall be a plug -in type.The detector shall have a nominal sensitivity of 2.5 percent - per -foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms.The detector shall provide dual color LED indication which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (Model 2VVT-B, 4WT -B) conditions.When used in conjunction with the 2W -MOD2 module, 2 -wire models shall include a maintenance signal to indicate the need for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each detector individually. Electrical Specifications , , ' ;, Operating Voltage Nominal: 12/24V non- polarized Minimum: 83V Maximum: 35V Maximum Ripple Voltage 30% peak to peak of applied voltage Standby Current 2 wire: 50 NA maximum average; 4 wire: 50 pA maximum average Maximum Alarm Current 2 -wire: 130 mA limited by control panel; 4 -wire: 20 mA @12V, 23mA @ 24V Peak Standby Current 2 -wire: 100 :A; 4-wire: n/a Alarm Contact Ratings 2 -wire: n/a; 4 -wire: 0.5 A @ 30V AC /DC Physical Specifications, Dimensions (including base) 53 inches (127 mm) diameter; 2.0 inches (51 mm) height Weight 6.3 oz. (178 grams) Operating Temperature Range 2W -B and 4W -B: 32 °F -120 °F (0 °C- 49 °C); 2WT -B and 4WT -B: 32F-l00°F (0 °C- 37.8 °C) Operating Humidity Range 0 to 95% RH non - condensing Thermal Sensor 135°F (57.2 °C) fixed Freeze Trouble 2WT-B and 4WT -B only:41 °F (5`C) Sensitivity 2.5 % /ft. nominal Input Terminals 14- 22 AWG Mounting 3% inch octagonal back box 4 -inch octagonal back box Single gang back box 4 -inch square back box with a plaster ring Direct mount to ceiling z u 3 . of h �, :: vtia ✓y r �r 6 ;,,9 ��„ (IOt z"� z C i ` , ";z Y"� ' ,. � , ,. x , , u . ✓'� � .w ° .. owe tip Secure icefor LED Indication M i°� � LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off Out of sensitivity of Blink eve y S seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information 8 . ' „ ,- ,, ti r*� ry��ypy. ,�{,, r.+mytd Y dii � '�,'" `� - `�"i`hecmal '' na�c" ��i�� '"�".t��l�'"'x`�(�rffi � /^� 3^'tT�rl":�f^�r"� tr.Y -{ - ?�� „ t':, ,rn. 2W-E3 No 2 wire 130 mA max. limited by control panel 2W'T B Yes 2 -wire 130 mA max. limited by control panel 4W'B No 4-wire 20 mA @ 12V, 23mA @ 24V 4WT -B Yes 4 -wire 20 mA @ 12V, 23mA @ 24V Accessaries —_ _ 2W -MOD2 2 -wire loop test / maintenance module RT Removal / replacement tool SENS -RDR Sensitivity reader A77 -AB2 Retrofit adapter bracket, 6.6 in. (16.76crn) diameter SYSTEIVI 20 Systern 3825 O io.Averue • St Cha les,1 60174 uca z h, s t ; , rer Phone: 800 150'2 Fax: 630 377 6495 / a3., sneer „c5 c3 300e 7/05,,5h6 " . . .%) SYS TEM " 4 SENSOR' Photoelectric q� Smoke Detectors s System Sensor's i "" series smoke detectors represent ° w significant advancement in conventional detection. The i family is founded on three principles: installation TM ease, intelligence, and instant inspection. Features Installation ease. The i line redefines installation ease with its Plug-in detector line, mounting base included plug -in design. This allows an installer to pre -wire the bases included with the heads.The large wire entry port and in -line terminals • Large wire entry port provide ample room for neatly routing the wiring inside the base. • In -line terminals with SEMS screws The base accommodates a variety of back box mounting methods, Mounts to octagonal and single gang backboxes, 4-square as well as direct mounting with drywall anchors.To complete the backboxes, or direct to ceiling installation, i heads plug in to the base with a simple Stop -Drop 'N Lock" action. • Stop -Drop 'N Lock attachment to base • Removable detector cover and chamber Intelligence. P detectors offer a number of intelligent features • Built -in remote maintenance signaling to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the i to minimize • Drift compensation and smoothing algorithms nuisance alarms.Two -wire i detectors needing cleaning can • Simplified sensitivity measurement generate a remote maintenance signal, when connected to the • Wide angle, dual color LED indication 2W -MOD2 loop test /maintenance module, or to a panel equipped with the i protocol. This signal is indicated by LEDs located at the • Loop testing via EZ Walk feature module and the panel. I he SENS -RDR, a wireless device, displays the • Built -in test switch sensitivityof i detectors in terms of percent per - foot- obscuration. Instant inspection. The i series provides wide -angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out -of- sensitivity, alarm, or freeze trouble. When connected to the 2W -MOD2 Icop test /maintenance module or a panel with the i protocol, the EZ Wall< loop test feature is available on two -wire i detectors. This feature verifies the initiating loop wiring by providing LLD status indication at each detector. Agency Listings 1121) ® M MSFM LISTED APPROVED approved approved 2093 9911 3911446 1272- 1209210 290 -01 -E F Od /UFf +/ POWER/, J) SCN /t PS -1270 12 Volt 7.0 AH Shelf Life & Storage Discharge Characteristics 10o - 14.0 I I I I 1 I I I 1 I _ A Temperature 20 ° C 68 F c .. Chargingisnol '��_ necessary unless p ( ° ) .2 O ", _ > % 700 required. city 13 1 qu 0 i f ca 101ININH111111MINNE MIME 0 ,:, "- 7 - 1 2.0 __ _ -_ 5 °C Charging before > ._,',,`ra`ie use is l necessary y ," 41 ° F to help recover 0, }, 60 "-` ` ( ) ,, full capacity co 11.0 -- 1 Q . ■@ • m Charge re full Y 40 °C 30 ° C 20 ° C to restore full m 0 35 capacity. Do not 10.0 • 0. 40 (104 (86 (68 °F) let batteries reach E I IIIIIi'• h' L i 1.4 = this slate. fs 0 I r I I 9.0 Final U 0 2 4 6 8 10 12 14 16 18 20 Voltage � Standing Period (Months) 8 14 1.2 2.4 6 12 24 36 48 1 2 4 6 810 20 40 Discharge Time vs. Discharge Current If min I h r I Discharge Time - 20 - 15 10 \ Life Characteristics in Stand -By Use (.., Ambient Temperature 20 °C (68 °F) a> 5 Fin Voltage w • 2 10.5V \A , 80 g LT m 10.2V \\ 0. 60 N • 1 '. 0 4 Float Charging Voltage 9.6v \\ - 2.25 - 2.30 V/Cell 30 \ , o 20 'D 1 0 9.0V \ 0 1 2 3 4 10 \ \ 40°C (104 °F) 20 ° C (68 °F) Years 0 ° C (32 °F) 5 8.1i 1 Life Characteristics in Cyclic Use 0.35 0.70 1.4 3.5 7.0 14 120 Discharge Current (A) I 100 .. C h a rg i ng a a 80 ., Z Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage c o (under charge) reaches 14.4 to 14.7 volts at 68°F (20 ° C). Hold at 14.4 to 14.7 m 60 Discharge Discharge Discharge volts until current drops to under 70mA. Battery Is fully charged under these C Depth 100% Depth 50% Depth 30% conditions, and charger should be disconnected or switched to "float" voltage. 0 40 - 1. Discharge Current 0.2C (Final Voltage 1.7V /Cell) "Float" or "Stand -By" Service: Hold battery across constant voltage source of w 20 2. Charge Current: 0.1C 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its 3. Ambient Temperature: 20 °C to 25 °C (68 °F to 77 °F) own current level and maintain itself in a fully charged condition. 1 0 0 200 400 600 800 1000 1200 Note: Due to the self- discharge characteristics of this type of battery, it is Number of Cycles imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. ,chargers“ gyp, r Further Inform Power -Sonic offers a wide range of chargers suitable for batteries up to 100AH. Please refer to our website www.power - sonic.com for a complete range of useful Please refer to the Charger Selection Guide in our specification sheets for "C- Series downloads, such as product catalogs, material safety data sheets (MSDS), ISO Switch Mode Chargers" and "Transformer Type A and F Series ". Please contact our certification, etc.. Technical department for advice if you have difficulty in locating suitable models. v .sK V, „�, . M%" , � � a n . . b � q �' `,r'$` ✓:�r T e ?" e ng Y i '� c v a� � # 5 r. JC bra a , a ," s, .: , , w i e », i" ' �� ig p v� i�fQ �..,H � t � '' � `� ,. ;�` v�� h �,•.� „ ro'�s , it, , � ,..� ., f- * 3 h: .a ,;*i"*� � c:;fW c x E.� DOMESTIC SALES CUSTOMER SERVICE TECHNICAL SUPPORT INTERNATIONAL SALES Tel: +1- 619 - 661 -2020 Tel: +1- 619- 661 -2030 Tel: +1- 619 - 661 -2020 Tel: +1 -650- 364 -5001 Fax: +1- 619 - 661 -3650 Fax: +1- 619 -661 -3648 Fax: +1- 619 - 661 -3648 Fax: +1- 650 - 366 -3662 national- sales @power - sonic.com customer- service @power- sonic.com support @power- sonic.com battery @power- sonic.com CORPORATE OFFICE • 7550 Panasonic Way • San Diego, CA 92154 • USA • Tel: +1 -619- 661 -2020 • Fax: +1- 619 - 661 -3650 0308 1n1 pow I Il � / I / / / l ll 11 /ll /ll /1 /! /f /l /IlU! / /lllfll /ll�l / /If /Ilfllf / flllfl /1�1 111 /! / / /fl /I / /Ul /1lf //� PS =1270 12 Volt 7.0 AH i ' Rechargeable Sealed Lead Acid Battery We've Got The 'Powe ' Features • Absorbent Glass Mat (AGM) technology for superior performance k .. y • Valve regulated, spill proof construction allows safe operation in any position • Power /volume ratio yielding unrivaled energy density u d f • Rugged impact resistant ABS case and cover (UL94 -HB) t ,, 7yy P: -i W a r„ a d. t L' • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified I CE 44 • U.L. recognized under file number MH 20845 Terminals (mm) Performance Specifications • F1 - Quick disconnect Nominal Voltage 12 volts (6 cells) tabs, 0.187" x 0.032" - Mate with AMP. INC. Fl F2 Nominal Capacity FASTON "187" series 1-32-1 1-3 4-1 7 20 hr. (350mA to 10.50 volts) 7.00 AH - OR - 1 1 475 1 16 .35 10 -hr. (650mA to 10.50 volts) 6.50 AH • F2 - Quick disconnect tabs, 0.250" x 0.032" I-635-1 1-7 95 i 5 -hr. 1.2A to 10.20 volts) 6.00 AH - Mate with AMP. INC 1 -hr. (4.5A to 9.00 volts) 4.50 AH FASTON "250" series 15 -min. (14A to 9.00 volts) 3.50 AH Physical Dimensions: in (rem) Approximate Weight 4.80 lbs. (2.18 kg) Energy Density (20 -hr. rate) 1.49 W -h /in3 (90.95 W -h /I) 1 031 1 Specific Energy (20 -hr. rate) 17.50 W -h /Ib (38.58 W -h /kg) - ® W Internal Resistance (approx.) 23 milliohms - ® Max Discharge Current (7 Min.) 21.0 amperes Max Short- Duration Discharge Current (10 Sec.) 70.0 amperes f Shelf Life (% of nominal capacity at 68°F (20°C)) .....=,----- POI 1 Month 97% OEB ry SON /C HT H 3 Months 91% 1 6 Months 83% Operating Temperature Range L { Charge 4°F (-20°C) to 122°F (50°C) Discharge -40°F (-40°C) to 140°F (60°C) L 5.95 (151) W,'.2.„5,9. (65) H 3.70 -(94) HT: 3.86 (98) Case ABS Plastic Tolerances are +/- 0.04 in. ( +/- lmm) and +/- 0.08 in. ( +/- 2mm) for Power -Sonic Chargers PSC- 12800A, 12800A -C height dimensions. All data subject to change without notice. , r � a z c,+x i 4 , ` + e r m . - ^ n aJ' a s .-- P t To l 'l Sa te and efilclant °Peratim ahvags re* to he Cates edition dourleehntcal Manual' as pubh ett auc ti hstte All data set ectto change without noflce. 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's ; '5 30 t � n u n H 11 11 11 11 u■ ■ n _EMU p CO � Lt) ¢ s 00 000 0 ' it o o00 •1000 o k, . -"- C) CD C3 1 ° 4 0 , 0,. :::. 1 r> °;.). � xx xxxx XXX , �^ ma 7 v —5 g c ri ovt,::,:-, ,:, T V/ yl"h� ,, t .� v7 "" iggi O ; P a 4 " a iii 9..4 ,o,,.., 6. At � e al 01 C L CU 0 SI til 7 y �M O c U .Q El C Q Q ;' V) . a) C ggo -0 0 f I— yam' s , "' m aaa) c E '' fn ,X_(X L� 22.9 p 'a) o `l —1 X a� L L _ a� R. vi i 1 'm g �22 Q a a) a) n3 x- (�� IL u- u- �O C i >: 222 a) o o m 0 �r Q F-N- ik o o °� 0( U XX > .c' Cl- Z ZO �- 0 ma�a) m f¢ a� 0 0 0 0 0 • J • Control buttons: • Power - limited circuitry. - ACK (Acknowledge) • Normal operating voltage: nominal 24 VDC. - Alarm Silence • Maximum signaling current: 2.5 A total with standard trans- -- Reset former. 5.0 A total (2.5 A maximum per NAC) with optional - Walk Test transformer. - Zone Enable /Disable (one per zone) • End -of -line resistor: 4.7K ohm, 1/2 watt (P /N 71252). • LED indicators: • Compatible devices: refer to Fire•Lite Device Compatibility - Fire Alarm (one per zone) Document 15384 for listed compatible devices. - Supervisory (one per zone) Form - Relays - Trouble (one per zone) • Trouble relay TB5 (fail- safe). - Maintenance (one per zone) • Alarm relay TB6. - AC Power • Supervisory relay TB7. - NAC Disable • Relay contact ratings: 2.0 A @ 30 VAC (resistive). - Zone Disable Auxiliary Outputs: - NAC Fault Resettable Power - TB1 - System Trouble • Operating voltage: nominal 24 VDC. - Power Trouble • Maximum available current: 500 mA, appropriate for power- - Walk Test ing four -wire smoke detectors (see notes below). - Alarm Silence • Power - limited circuitry. - Earth Fault (on circuit board) - Battery Fault (on circuit board) - Nonresettable Power - TB1 - Charger Fault (on circuit board) • Operating voltage: nominal 24 VDC. • Piezo sounder for alarm, trouble, supervisory and mainte Maximum available current: 500 mA (see notes below). nance. • Power - limited circuitry. • Optional plug-in 4XTMF transmitter module. NOTES: 1) See the Fire•Lite Device Compatibility Document 15384 • Optional plug-in 4XZMF zone relay module. for listed compatible devices. 2) Total current for nonresettable power, resettable power and two NACs must not exceed 6.0 A for • Optional 4XLMF transmitter module for RZA -4XF remote the MS -4 (requires optional second transformer). LED annunciator. Cabinet Dimensions OPERATION Door: 15.342" (38.97 cm) high x 14.677" (37.28 cm) wide x Activation of a compatible smoke detector or any normally- 0.375" (0.95 cm) deep. Backbox: 15.0" (38.10 cm) high x open fire alarm initiating device activates audible and visual 14.5" (36.83 cm) wide x 3.0" (7.62 cm) deep. signaling devices, illuminates an indicating LED, sounds the BACKBOX MOUNTING piezo sounder at the FACP, activates the FACP alarm relay and operates an optional module used to notify a remote The cabinet can be surface mounted. The door is removable station or initiate an auxiliary control function. during installation by opening and lifting it off the hinges. The cabinet mounts using two key slots at the top of the backbox SPECIFICATIONS and two additional 0.250" diameter holes at the bottom. AC Power - TB8 PRODUCT LINE INFORMATION • MS -4: 120 VAC, 50/60 Hz, 2.3 A. MS -4 Four -zone conventional FACP; 120 VAC, 50/60 • MS -4E: 240 VAC, 50 Hz, 1.15 A. Hz, 2.3 A. • Wire size: minimum 14 AWG (2.0 mm with 600 V insula- tion. MS -4E Same as above, but 240 VAC, 50 Hz, 1.15 A operation. Battery (sealed lead - acid only) - J8 CAC -4 Class A converter module. Used to convert Style • Maximum charging circuit: normal flat charge 27.6 VDC @ B (Class B) IDC to Style D (Class A) and Style Y 0.8 A. (Class B) NAC to Style Z (Class A). The module • Maximum battery charger capacity: 18 AH battery (two 7 connects to J1 on the MS -4 circuit board. AH batteries can be housed in the FACP cabinet. Larger batteries require a separate battery box such as the Fire•Lite 4XTMF Transmitter module. BB -17F). 4XLMF LED interface module. Initiating Device Circuits - TB3 XRM -24 Transformer assembly increases power from 3.0 • Alarm zones 1 - 4. A to 6.0 A. • Power - limited circuitry. RZA -4XF Remote annunciator - mounts in a single -gang • Operation: all zones Style B (Class B). box. • Normal operating voltage: nominal 22 VDC. 4XZMF Zone relay module. • Alarm current: 15 mA minimum. • Short-circuit current: 40 mA maximum. BB -17F Battery box, required to house two batteries greater than 7 AH to a maximum of 18 AH. • Maximum loop resistance: 100 ohms. • End -of -line resistor: 4.7K ohm, 1/2 watt (P /N 71252). 411/411UD Three input (channel) 411 and four input • Standby current: 4 mA. (channel) 411 UD dual -line Digital Alarm Communicator/Transmitters, which can be used • Refer to Fire•Lite Device Compatibility Document 15384 for as slave communicators with the MS -4(E) FACP. listed compatible devices. DP -MS2 /4 Dress panel. Notification Appliance Circuits - TB2 • Two NACs on MS 4. MS -4RB Replacement board. Page 2 of 2 - DF -52266 • 02/16/05 v February 16, 2005 DF -52266 • A2 -260 e( Flre•LITe®ALarms MS '4(E) 4 -Zone Fire Alarm Control Panel www.firelite.com Section: Conventional GENERAL California The Fire•Lite MS -4 and MS -4E Fire Alarm Control Panels State Fire bring the latest in microprocessor technology to conventional o L , n J� v, c `Q Marshal fire controls. The MS -4 is compatible with the i 3TM smoke 297 -01 -E 7165 - 0075:200 detectors from System Sensor, and provide such advanced LISTED features as drift compensation, maintenance alert, and freeze warning. Automatic synchronization of audio /visual devices is S624� provided, using three selections for manufacturer protocol. NAC protocol includes the ability to silence audible de j . vices while strobes continue to flash, using only a single pair of wires. r t�� s' g �; 1 �� The MS -4 also is compatible with conventional input devices MS -4 such as two- and four -wire smoke detectors, pull stations, waterflow devices, tamper switches and other normally -open ff 7 contact devices. For 240 VAC operation, order MS -4E. See the i=ire•Lite Device Compatibility Document 15384 for a com- plete list of compatible devices. Unless indicated otherwise, the term "MS -4" refers to both MS -4 and MS -4E models., FEATURES • Four Style B (Class B) IDCs (Initiating Device Circuits). • Two Style Y (Class B) NACs (Notification Appliance Circuits). • Optional module that converts all four IDCs and two NACs • to Class A. h 2 • 24 VDC. ...,, -, • i 3TM Technology features: MS-4 — Drift compensation automatically adjusts detector sen- — Selectable for System Sensor, Wheelock and Gentex sitivity and increases resistance to false alarms caused protocols. by dust accumulation. -- Selective Silence feature allows manual silence of horns — Maintenance Alert LEDs (per zone) warn of excessive while strobes continue to flash on the same NAC. dirt accumulation, preventing false alarms (meets NFPA 72 requirements). • Silent or Audible Walk Test operation mode commanded - Detector sensitivity is automatically measured by the from the front keypad, with automatic return to normal after one hour of inactivity. detector, which automatically adjusts its sensitivity back • to the factory settings when it becomes more sensitive Programmable for combination tamper supervisory monitor due to contaminants settling in the chamber. and waterflow alarm on one zone. - — Wireless hand -held sensitivity meter eliminates the need 'Alarm verification selectable per zone. for voltmeters, magnets and a physical connection to • Each zone may be programmed for supervisory or fire, with the detector. The reader displays sensitivity in terms of separate red and yellow LEDs. percent per foot obscuration and provides text status • Disable switches provided per zone. indication. • NACs programmable for: — Supervisory LED (per zone) provides warning if a de- — Silence Inhibit tector senses temperature approaching freezing. — Auto Silence — Special test protocol and LED indication allows quick — Strobe Synchronization test of all detectors without need for a ladder. -- Selective Silence (horn- strobe mute) • NAC synchronization features: — Temporal or Steady signal — Provides synchronization of standard ANSI audible sig- -- Silenceable or Nonsilenceable nals as required by NFPA 72. • Form -C Alarm, Trouble and Supervisory relays. — Provides synchronization of ADA compliant strobes per • 3.0 A total usable current. NFPA 72. • 6.0 A total usable current available with optional second transformer. j3TM is a trademark of System Sensor, a Honeywell company. • Optional dress panel (P /N DP- MS2 /4). Fire•Lite® Alarms is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep 'SO 9001 our product information up -to -date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change C E RT s P I En without notice. ENGINEERING & MANUFACTURING For more information, contact Fire•Lite Alarms, One Fire -Lite Place, Northford, QUALITY SYSTEMS Connecticut 06472. Phone: (800) 627 -3473, Toll -Free FAX: (877) 699 -4105. DF -52266 • 02/16/05 — Page 1 of 2 ptirlimu NEW HORIZONS TECHNOLOGIES, INC. SPECIALIZING IN ALL ASPECTS OF ELECTRICAL CONTRACTING 240 Barber Ave. Worcester, MA 01606 1- 866 - 523 -3479 FAX (508) 595 -9568 FIRE ALARM EQUIPMENT KFC TACO BELL 203 KING STREET NORTHAMPTON, MA October 1, 2008 E. FIRE PROTECTION SYSTEM BEING INSTALLED: FIRE ALARM SYSTEM SHALL BE A CONVENTIONAL TYPE WITH CLASS "A" WIRING. THE FIRE ALARM CONTROL PANEL HAS CODE REQUIRED BATTERY BACK -UP. ALL INDICATING DEVICES ARE ADA COMPLIANT WITH STROBES SYNCHRONIZED ACCORDINGLY. INITIATING DEVICES SHALL ACTIVATE SYSTEM AS FOLLOWS: 1. MANUAL PULLSTATION: UPON ACTIVATION, FIRE ALARM CONTROL PANEL SHALL GO INTO ALARM. FIRE ALARM CONTROL PANEL SHALL INDICATE WHICH DEVICE IS IN ALARM. INDICATING DEVICES SHALL ACTIVATE. CENTRAL STATION, VIA LEASABLE LINE, SHALL BE NOTIFIED OF ALARM, WHO IN TURN WILL CONTACT THE NORTHAMPTON FIRE DEPARTMENT. 2. DUCT SMOKE DETECTOR: UPON ACTIVATION, FIRE ALARM CONTROL PANEL SHALL GO INTO ALARM. FIRE ALARM CONTROL PANEL SHALL INDICATE WHICH DEVICE IS IN ALARM. RESPECTIVE ROOFTOP UNIT SHALL AUTOMATICALLY SHUT DOWN. REMOTE LED INDICATOR LIGHT SHALL ACTIVATE. INDICATING DEVICES SHALL ACTIVATE. CENTRAL STATION, VIA LEASABLE LINE, SHALL BE NOTIFIED OF ALARM, WHO IN TURN WILL CONTACT THE NORTHAMPTON FIRE DEPARTMENT. 3. KITCHEN HOOD FIRE SUPPRESSION SYSTEM: UPON ACTIVATION, FIRE ALARM CONTROL PANEL SHALL GO INTO ALARM. FIRE ALARM CONTROL PANEL SHALL INDICATE WHICH DEVICE IS IN ALARM. INDICATING DEVICES SHALL ACTIVATE. MAKE -UP AIR FANS WILL SHUT DOWN. ROOFTOP HVAC UNITS WILL SHUT DOWN. HOOD EXHAUST FANS WILL REMAIN OPERATIONAL. CENTRAL STATION, VIA LEASABLE LINE, SHALL BE NOTIFIED OF ALARM, WHO IN TURN WILL CONTACT THE NORTHAMPTON FIRE DEPARTMENT. 4. SMOKE DETECTOR: UPON ACTIVATION, FIRE ALARM CONTROL PANEL SHALL GO INTO ALARM. FIRE ALARM CONTROL PANEL SHALL INDICATE WHICH DEVICE IS IN ALARM. INDICATING DEVICES SHALL ACTIVATE. CENTRAL STATION, VIA LEASABLE LINE, SHALL BE NOTIFIED OF ALARM, WHO IN TURN WILL CONTACT THE NORTHAMPTON FIRE DEPARTMENT. F. TESTING CRITERIA BOSS CONSTRUCTION CORPORATION, SAID PROJECTS GENERAL CONTRACTOR, WILL COORDINATE ALL FINAL ACCEPTANCE TESTING AS WITNESSED BY APPROPRIATE CODE OFFICALS. tkA /4,2 ' 'JOHN - �. t z E. p C1L ORD, JR. 3 0.12Q7A 0 • "\-4. 4 " 4 • 4 5. 780 CMR - MASSACHUSETTS STATE BUILDING CODE 6. TOWN OF NORTHAMPTON LOCAL JURISDICTION CODES & ORDINANCES 7. FEDERAL OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS C. DESIGN RESPONSIBILITY FOR FIRE PROTECTION SYSTEMS: REGISTERED PROFESSIONAL ENGINEER FULLY DESIGNED AND /OR SUPERVISED THE DESIGN OF SAID SYSTEMS. CONTROLLED INSPECTIONS TO BE PERFORMED PURSUANT TO 780 CMR. ENGINEER OR ENGINEER'S AUTHORIZED REPRESENATIVE TO CERTIFY PROPER SYSTEM INSTALLATION FOR CODE COMPLIANCE AT COMPLETION OF PROJECT VIA NOTORIZED AFFIDAVIT. D. FIRE PROTECTION SYSTEMS TO BE INSTALLED: 1. A NEW CONVENTIONAL FIRE ALARM SYSTEM IS BEING INSTALLED. DEVICES SHALL BE INSTALLED AS REQUIRED TO ACCOMMODATE NEW LAY -OUT PER ENGINEERED FIRE ALARM CONSTRUCTION DOCUMENTS. 2. AUTOMATIC FIRE EXTINGUISHING SYSTEMS - AN AUTOMATIC FIRE EXTINGUISHING SYSTEM IS BEING INSTALLED FOR THE KITCHEN HOOD. 3. MANUAL SUPPRESSION SYSTEMS - PORTABLE FIRE EXTINGUISHERS ARE BEING INSTALLED AS REQUIRED AND SHALL CONFORM WITH NFPA 10 WITH LOCAL AUTHORITY HAVING JURISDICTION. 4. SMOKE CONTROUMANAGEMENT SYSTEMS - UPON ACTIVATION OF KITCHEN HOOD FIRE SUPPRESSION SYSTEM, THE FOLLOWING SHALL AUTOMATICALLY OCCUR: A. KITCHEN HOOD EXHAUST FANS SHALL REMAIN OPERATIONAL. B. KITCHEN HOOD MAKE -UP AIR FANS SHALL SHUT DOWN. C. GAS HEATING /DX COOLING ROOFTOP UNITS SHALL SHUT DOWN. 5. EMERGENCY POWER EQUIPMENT - NOT APPLICABLE 6. HAZARDOUS MATERIAL MONITORING EQUIPMENT - NOT APPLICABLE 7. SEISMIC CONSIDERATIONS - NOT APPLICABLE ) °" 2 NEW HORIZONS TECHNOLOGIES, INC. SPECIALIZING IN ALL ASPECTS OF ELECTRICAL CONTRACTING 240 Barber Ave. Worcester, MA 01606 1- 866 - 523 -3479 FAX (508) 595 -9568 DATE: 09.30.08 PROJECT: KFCJTACO BELL RESTAURANT LOCATION: 203 KING STREET NORTHAMPTON, MA 01060 FIRE PROTECTION SYSTEM NARRATIVE REPORT: A. BUILDING DESCRIPTION 1. BUILDING USE GROUP "A3" ASSEMBLY 2. TOTAL BUILDING SQUARE FOOTAGE IS 2,915 SF 3. BUILDING HEIGHT IS 12' -0" AFG 4. ONE (1) STORY AT GRADE LEVEL 5. NO BASEMENT. BUILDING IS SLAB ON GRADE. 6. CONSTRUCTION TYPE V - UNSPRINKLED 7. THERE IS NO HAZARDOUS MATERIAL USAGE OR STORAGE 8. THERE IS NO STORAGE OF COMMODITIES OVER 12' 0" AFF B. APPLICABLE LAWS, REGULATIONS & STANDARDS: 1. NFPA 70 - NATIONAL ELECTRICAL CODE WITH MASSACHUSETTS AMENDMENTS 2. NFPA 90A - STANDARD FOR THE INSTALLATION OF AIR CONDITIONING & VENTILATING SYSTEMS CODE 3. NFPA 101 - LIFE SAFETY CODE 4. 521 CMR - MASSACHUSETTS ARCHITECTURAL ACCESS BOARD /ADA 1 CHIPMAN ADAMS LTD. • ARCHITECTS 1550 N. NORTHWEST HIGHWAY. SUITE 400 PARK RIDGE, IL 60068 (847) 298 -6900 (847) 298 -6966 www.chipmanadams.com TRANSMITTAL City of Northampton DATE: July 2, 2008 Building Department 212 Main Street - Room 100 Northampton, MA 01060 PHONE: 41 1 ). se 7. 1 240 VIA : Fedex Priority ATTN.: Anthony Patillo FROM: Christine Morrison RE: Yum! Brands, Inc. PROJECT #: 07 -6457 203 King Street Northampton, MA ENCLOSED PLEASE FIND THE FOLLOWING: 1 copy Building Permit Application Form 3 sets Construction Drawings - signed and sealed 3 sets Specification Manual 1 copy Fire Narrative 3 sets Envelope Compliance and Lighting Compliance Certificates - Comcheck Format IF ENCLOSURE(S) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS LTD. AT ONCE. R.' / / ,2009 Chief Dfiggan Northampton Fire Department Dear Chief Duggan, Please find the attached set of plans for the proposed construction for TACO & EC L- located at 103 k'ttJ, ST as shown on Assessors Map d- b , Lot 3 , Zone I am forwarding these plans to you for your review per current regulations of 780C_MR (Massachusetts State Building Code) Chapter 1- Section 110.8 and Chapter 9- section 903.1. Please review these plans for compliance with Chapter 9 and Chapters 4 & 34 as applicable. Please forward notice of your approval, disapproval, or request for an extension of time for review, to this office within ten (10) days. As provided in Articlel section 110.8, if your approval, disapproval, or request for an extension of time is not received by this department within ten (10) working days, the plans will be deemed to be in compliance with the applicable sections of Chapters 9, 4, and 34 therefore approved by you. For the purposes of your review it has been determined that the proposed use group(s) is /are A 3 and the proposed construction type is 5 A fire protection narrative is attached, not attached. Thank you for your prompt attention to this matter. Sincerely, Anthony Patillo Building Commissioner City of Northampton Please respond by Q R'/ of / 0 6 7 • } chipman 1 adams 1 defilippis cap d ARCHITECTS July 3, 2008 Anthony Patillo Building Commissioner Office of the Building Inspector Puchalski Municipal Building 212 Main Street Northampton, MA 01060 Re: KFC / Tacobell 203 King Street Northampton, MA 01060 Dear Sir, Outlined below is a Fire Narrative / Code Review of the project mentioned above. The total building area is 3,354 square feet (SF). This consists of the restaurant and kitchen structure, which is 2,915 SF, and an attached walk -in cooler /freezer, which is 439 SF. The highest top of parapet wall is 21' -6 1/2" found on the south side of the building. The highest point of the roof is 16' -0 3/4' at the west side of the building sloping 3/8 ":1' -0" to 13' -8'/2" at the east side. Ceiling heights for the dining room and kitchen are 10' -0" and 8' -4 ", respectively. The type of construction for the building is Type 5B — Unsprinklered. The use of occupancy for the building is classified as A3. The fire protection systems we are using in the building will include a fire alarm system, an ansul system for the exhaust hoods, and fire extinguishers. Fire Alarm - For all A -3 occupancies a fire alarm system is required per section 917.4.1 of the Massachusetts State Building Code. Ansul System - All type 1 exhaust hoods on the project shall be equipped with an automatic fire - extinguishing system approved for use with commercial cooking systems. The system shall be installed in accordance with 2003 International Building Code and International Fire Code. Fire Extinguishers - Location of fire extinguishers shall conform to the requirements in NFPA 10 and the Fire Marshal. Sinc; R. Daryl Adams Partner chipman adams + defilippis architects www.caplusd.com Chicago 1550 N. Northwest Highway, Suite 400 I Park Ridge, IL 60068 I T 847.298.6900 F 847.298.6966 los angeles 80 S. Lake Avenue, Suite 650 1 Pasadena, CA 91 101 1 T 626.685.2800 F 626.685.2803 • A graphic representation of the structure needs to be installed at the Fire Alarm Control Panel and /or Fire Alarm Annunciator Panel. The structural members should be outlined in black and each fire alarm device should be outlined in red. Points of egress should be indicated with blue shading, if the building is multi- storied floors should be shown one above another. The building name and address should be posted at the top of map. • Alarm verification must be active on all smoke detection zones. • Pull Stations shall be double action type located by the exits. • 5 lb ABC Fire extinguishers are needed located at exits. This shall be in compliance with NFPA relative to maximum travel distance. Appropriate signage in compliance with ADA should be located above • Engraved labels (1"x1") numbering all smoke detectors for identification purposes installed on smoke detectors on main fire alarm system if not an addressable system. Numbering sequence to be determined by Fire Department. • The Fire Alarm must be supervised by either a direct connection to the Northampton Public Safety Dispatch or by a UL listed Central station. • Required signage for Ansul system pull station, red signage with white lettering with the wording "Pull Station Activates Ansul System ". K extinguisher required in kitchen area. • Page 2 r 3 PU -82008 Northampton Fire �G Department Memorandum To: Tony Patillo From: Duane Nicholsv' Date: July 23, 2008 CC: Chief Duggan Re: 203 King St. Taco Bell Secondary to a review of the plans submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • Fire alarm work permit shall be obtained for the project. The Plan Review /CO inspection fee needs to be paid prior approval of any fire alarm or sprinkler plan. • Fire Department Emergency Access Key Box is required on the exterior of the structure near the main entrance; a red 120 - candela strobe Tight that actuates upon an alarm condition is required above the Emergency Access Key Box. • Engraved key tags and proper keys are placed in the Key Box. • The Fire Alarm Control Panel and /or Fire Alarm Annunciator must be labeled with red engraved signage with one -inch white lettering "Fire Alarm Control Panel" and /or "Fire Alarm Annunciator". Also engraved signage listing all fire alarm zone locations installed near panels. • Page 1 and /or "Fire Alarm Annunciator". Also engraved signage listing all fire alarm zone locations installed near panels. • The Fire Alarm /Sprinkler system must be supervised by either a direct connection to the Northampton Public Safety Dispatch or by a UL listed Central station. • Pull Stations shall be double action type. • Engraved labels (1"x1") numbering all smoke detectors for identification purposes installed on smoke detectors on main fire alarm system. Numbering sequence to be determined by Fire Department. (Only if a zone system) • 5 lb ABC Fire extinguishers are needed located at exits. This shall be in compliance with NFPA relative to maximum travel distance. Appropriate signage in compliance with ADA should be located above. • Duct detector test switches shall be clearly labeled for identification purposes. Location shall be determined by Fire Department. • Page 2 dfR zP Northampton Fire • Department Memorandum To: Tony Patillo From: William Millin GL j 1 ti 2008 Date: October 10, 2008 CC: Brian Duggan Re: 203 King St. KFC/Taco Bell Secondary to a review of the plans and narrative submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • Fire alarm and fire suppression work permits shall be obtained for the project. • A Fire Department Emergency Access Key Box is required on the exterior of the structure near the entrance to control equipment; a red 120 - candela strobe light that actuates upon an alarm condition is required above the Emergency Access Key Box. • Engraved key tags are required for the keys in Emergency Access Key Box. • A graphic representation of the structure must be installed at the Fire Alarm Control Panel (FACP) and /or Fire Alarm Annunciator and /or Communicator. • Alarm verification must be active on all smoke detection zones. The Fire Alarm Control Panel and Fire Alarm Annunciator must be labeled with red engraved signage with one -inch white lettering "Fire Alarm Control Panel" • Page 1 azi- D -3.$) AC OM CERTIFICATE OF LIABILITY INSURANCE or /24 ' PRODUCER X603)669 -0704 FAX (603 669 -683 THIS CERTIFICATE IS SUED AS A MATTER OF WFORMATION J fart i ne Insurance , Inc . ONLY AND CONFERS No 10GNT6 UPON THE CER1IF LATE 0. Box 5125 HOLDE i. TIC CERTIFICATE 01 5 NOIT AMEND, EXTEND OR rlanchester. N1103108 i i _ ____ = � r R Tr C E A e D BY n i vo �s B Ualr. 0(ji Yvette Michaud SURERS AFFOROINO C#YERAGE NAIL N MUM' " ,U I A 11 + j ` ST Mt A; Netherlands Insurance 24171 Boss Contractors Inc. a Peer ess surance 24198 581 NH Route 119 - REa a AMGUrird Ilk Rintgle, NH 03461 Electric, Plumbing & Gas Inspector 1t� a - -- Northampton: MA 01060 R C THff POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NuT WLTHSTANDING ANY REQUIREMENT. TERM oR CONd1TI0N OF ANY CONTRACT OR OTHER oocumENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY RE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN is SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY NAVE BEEN REDUCED SY PAID CLAIMS. ara;R ATtoN TYPE or INSURANCE POLICY NUMBER �Y:KT- : ,..�� .1? IlSpta . . LIMITS IDENEFIAL LIABILITY 03P8308157 07/01 2008 07/0 /2009 cso•t occuIRaNcE s 1 000.0•4 Q C.OMMERC,AL GEL. AL LSABILfTY _ , 6 TO • T _. 1 100,11 Ilim. CLAIMS MADE (J OCCUR MED DIP (Pow Ir* rom a) $ 5 000 ill PERSONA.. 1. ACIV %WARY IIIII ,; .;, 1 ■ GENERAL AGGREGATE WIN r�r, r .; OEN'L AGGREGATE UNIT APPLIES PER: PRODUCTS - COMP/OP ADC 1 2,000 , 1 • 1 POLICY O dtcGT U LOC AUTOMKI01LE LIABILITY 008304359 0 /01/2008 07/01/2009 oomBINED „4.E umo U ( k'aeccoseg i $ ANY Auro 1 000 Oil III ALL E1 OWNED nUTO'3 11111111111111 BODILLY A III sCktElwLm AUTOS © HIRED AUTOS BODILY INJURY u NON-OWNWAUTOS (PeracxicINA ■ PROPERTY DAMAGE 1 PA acardmx) GARAGE UABIUTY AUTO ONLY . EA ACCIDENT • ANY AUTO ONO TI BA AID $ ■ Aura ONLY AGO 1 ExcEs54uMBRELLA LIA9u.rry CU8308260 07/01/2008 07 /01/2009 LACE N]CCURRb NCI¢ s 2,000,00% © O CUR CLNM5MADE 1=2:31111111 I s 2,000,001 DEDUCTIBLE .�� S 14BTlTSOAI y 10 , 1 i /. 011111111N Il WORKERS COMPENSATION AND BO1+K911067 07/01/2008 07/01/2009 © �al EMPLOYERS` VIABILITY EL. EACH ACCIDENT $ 500,00 1. ANY PROPRETOM°AIWNW GXECUTIVE 7F ICEwMEMBLR EX D7 EL, DISEANV - EA E•IPL O � 5 500014 S00 It gas, dowdily) 1 1 t SPEC !AL PR4v11.ONt below EL. DISEASE - PDLN:Y wort' Mwort' 8 OTHER Cro Taco r 8a1 1 � ` ocat ed at s 103 King Street r e eet NDClR3HAENTISP &CC4iL PRIRVIBION$ It is agreed and understand City of Northampton and Taco Bell are named as additional insureds ith respects to General Liability and Umbrella. - . IF , T. • • .: CANCELLATION 1 SHOULD ANY OF THE ABOVE PESGRIEEP POLICIES BE CAMCEU.EG won TIRE EXPJRAT1ON DATE THEREOF. THE ISSUING INSURER WILL (ENDEAVOR TO MAIL City of Northampton, ..11.. oxra wArrreri Noll= - to The CERYlA AYE FIOWERNAMEDTOTHELEFT, Fla Attn: Lou Hasbrou k BUT FAILURE TO MAIL SUCH NOTICE SHAD. IMPOSE NO OMLUGATItNN OR LIABILITY 210 Main Street OF ANY moo THE INSURER. ITS AtiBNTs OR REPRESENTATIVES, Northampton, MA 01060 AUTNman. EN#E6ITA c—.. ACORD 25 (2001 !08) ACORD CORPORATION t888 TO /TG 39ad SalJ VdINOD SSO8 9696668£89 8Z :tI 8082 /I?Z /L0 1 fr c' co co e QI O Pgav4 r a a� 0 1 111 a, C7 i Q Qe J ti J t z 00 0 Z goo c° z o 11 'n co a N ~ a I 1 s z v z 0 Z I Z -o o c C O E o li" CV i �' O Z p p O er H o w+ Z o 'o N. © m 'o o — Ud a N 0 Z�� - y z 'E� ° C S Z - .° U5 W � _ 6 1 • a e * * Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Official Receipt for Recording in: Nort m ton, Massachusetts 01060 Hampshire County Registry of Deeds p 33 King St, Issued To: ATTYS ROSS CROSS ' a , Northampton, Massachusetts 01060 121 STATE ST STE 301 Issued To: , , ROSS & ROSS ' ' " • . ' ' SPRINGFIELD MA 01103 121 STATE ST STE 201 . Recording Fees SPRINGFIELD MA 01103 Document Recording Recording Fees Description Number Book /Page Amount * * AGR 00017323 9563 7 $75.00* Document Recording TACO BELL Description Number Book /Page Amount * , $75 00 DECIS 00017021 9559 246 $75.00 Collected Amounts TACO BELL * * , DECIS4 , 00017022 9559 248 . $75.00 Payment TACO BELL Type Amount $150.00 * * Collected Amounts Check 1604 $75.00 * * Payment $75.00 T ype Amount * Total Received : $75.00 Check 1599 $150.00 Less Total Recordings: $75.00 $150.00 Change Due $.00 Total Received : $150.00 Less Total Recordings: $150.00 I Thank You MARIANNE DONOHUE - Register of Deeds Change Due $.00 By: Kimberly M Thank You -_ - MARIANNE DONOHUE - Rsyister of Deeds Receip # Date Time 0194292 08/04/2008 03:44p By: Debbie L Receipt# Date Time 0194125 07/31/2008 01:48p Planning - Decision City of Northampton • Hearing No.: PLN 2008 - 0050 Date: June 16, 2008 front of the Northampton Fire Department. h. L]The addition of street shade trees in conformance with the Northampton Zoning (an average of one per 30' of street frontage). These plans will not be approved by the Office of Planning and Development until the Planning Board has administratively approved the tree planning plan. 4.Prior to receiving any final Certificate of Occupancy, and as offered by the applicant, provide evidence that the building is LEED certified or provide an $8,000 in traffic impact funding to the City. (A single temporary CO for no more than six months may be obtained prior to LEED certification). 5.LiPrior to receiving a Certificate of Occupancy, provide documentation by a qualified engineer, based on actual field lighting measurements, certifying that all outdoor lighting complies with the zoning performance standards in their entirety, including nit exceeding 0.5 foot candles at any of the property boundaries, in accordance with commonly accepted methods of measuring lighting. 6.0Ail work shall be done in accordance with the plans "Site Development Plans, Proposed KFC/Taco Bell Restaurant, Map 24D, Lot 339, 203 King Street, Northampton, Massachusetts" prepared by MHF Desing Consultants and stamped by Frank Monteiro, PE, dated 5/12/2008, as will be amended to comply with the above conditions. FINDINGS: The board found that the requested use will not need as many spaces as required by zoning and will have no adverse impacts on other uses. If there is not sufficient parking (which seems highly unlikely), only the tenant will suffer because business will go elsewhere. With the approved plan and the conditions, the board founda thtat all of the site plan conditions are met. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE HEARING CONTINUED,DATE: DECISION DRAFT BY: APPEAL DATE: 5/22/2008 6/5/2008 6/12/2008 6/26/2008 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 5/29/2008 7/18/2008 6/12/2008 6/26/2008 7/6/2008 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 5/29/2008 6/12/2008 6/12/2008 6/16/2008 SECOND ADVERTISING DATE HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 6/5/2008 7 ::30 PM 9/10/2008 9/10/2008' MEMBERS PRESENT: VOTE: Marilyn Richards votes to Ineligible to Vote Katharine G. Baker votes to Grant ECM Stephen Gilson votes to Grant pp Jennifer Dieringer votes to Grant JUN 6 20 08 ,J I Mark Sullivan votes to ineligible to Vote U 1 �7 2008 Francis Johnson votes to Grant George Kohout votes to Grant CITY M LERKS OFFICE NORTHAMPTON, MA 01060 Keith Wilson votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Keith Wilson Stephen Gilson 7 -0 -2 Approved with Conditions MINUTES OF MEETING: Minutes are available in the Office of Planning & Development. Appeals of this application may be made in the appropriate court within the statuatory 20 day appeal period. 1, Wayne Feiden, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and that a copy of this has been filed with the Board and the City Clerk on the decision date shown above and has been mailed to the Owner and Applicant. July 8, 2008 I, Wendy Mazza, City Clerk of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the office of the: City Clerk on June 16, 2008, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. ()Z Attest• " CA'-� City Clerk- ty of N ampton GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. • - Panning - Decision City of Northampton • Hearing No.: PLN- 2008 -0050 Date: June 16, 2008 APPLICATION TYPE: SUBMISSION DATE: Gam. PB Special Permit with Major Site Pia 5/14/2008 Applicant's Name: Owner's Name: C sl- • `J NAME: NAME: f TACO BELL OF AMERICA INC TACO BELL OFAMERICA INC ADDRESS: ADDRESS: ry I . .• 17901 VON KARMAN 17901 VON KARMAN 11 l 01- 1 TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: lO'l q5 C 1 IRVINE CA 92614 IRVINE CA 92614 Z A‘ PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: o (410) 712 -0500 (410) 712 -0500 : EMAIL ADDRESS: EMAIL ADDRESS: T q,x P .h,. Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: • 203 KING ST HB TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions • MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: 24D 329 001 Chpt. 350- 8.1: Off - Street Parking TOWN: STATE: ZIP CODE Book: Page: Requirements 4994 57 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: DEMO & REBUILD 3,354 SF RESTAURANT W /DRIVE -THRU 7 35 PARKING SPACES HARDSHIP: CONDITION OF APPROVAL: 1) Upon motion by Keith Wilson and second by Jennifer Dieringer, the board voted unanimously (7 - with associate members not voting) to issue the request special permit and site plan approval with the following conditions: Upon motion by Keith Wilson and second by Jennifer Dieringer, the board voted unanimously (7 -0 with associate members not voting) to issue the request special permit and site plan approval with the following conditions: 1. ❑ Prior to receiving any Building Permit a.C7The property owner shall provide the offered $12,000 in traffic impact funding to the City. b.LThe applicant shall record an Stormwater Operation, Maintenance, and Inspection Agreement executed by the property owner and the Northampton Department of Public Works that is binding on all subsequent owners of the land served by the private stormwater management facility and record the Agreement in the, Registry of Deeds in the chain of title. Said Agreement must be approved by the Northampton DPW in accordance with a DPW provided template. 2. ❑Prior to 3. ❑Prior to receiving any Building Permit, provide revised site plans in paper (two sets) and electronic form (two copies of a CD in TIFF format) showing the following changes. The plans must be administratively approved by the Office of Planning and Development in accordance with the requirements of this permit: a. Lighting in conformance with the Northampton Zoning, including no more than 0.5 foot candles at any property boundary. b.0!nternal crosswalks with a ladder design. c.❑The addition ofa ribbon bicycle rack adjacent to the primary door to the Taco BeIL d. Li Use 12" RCP (not HDPE) drain pipe from DMH4 to the proposed CB connection in the King Street right -of -way. Add note to drawing that the applicant/contractor must maintain the integrity of the existing CB block structure in equal or better condition than it is currently. e.DSnow storage must be implemented and used to prevent blocking sheet flow drainage into the detention pond and to prevent using any of the storage capacity of the infiltration based for snow. Permanent markers shall be installed in the corners of the infiltration in such a manner that they stick up through the snow and it is easy to see if any parking lot snow is being stored in the basin f. ❑Add a note to the plan that sidewalks and disturbed areas in the public right -of -way shall be restored to a pre - disturbance condition and any work in this area shall be inspected by the Northampton Department of Public Works prior to backfilling. g. The addition of a bench along the King Street sidewalk consistent with the design of the bench in GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. CHIPMAN ADAMS LTD. ARCHITECTS 1550 N. NORTHWEST HIGHWAY, SUITE 400 PARK RIDGE, IL 60068 (8471 298 -6900 (847) 298 -6966 www.chipmanadams.com TRANSMITTAL City of Northampton DATE: July 30, 2008 Department of Building Inspections 212 Main St. Northampton, MA 01060 PHONE: VIA : Fedex Standard ATTN.: Mr. Louis Hasbrouck FROM: Breena Ferguson RE: Yum! Brands, Inc. PROJECT #: 07 -6457 203 King Street Northampton, MA ENCLOSED PLEASE FIND THE FOLLOWING: Louis, Please find enclosed the original Construction Control Document signed and sealed by our Project Architect, R. Daryl Adams for inclusion with the documents dated 7 -3 -08 for permit review. Thank you, Breena IF ENCLOSURE(S) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS LTD. AT ONCE. . 07/16/2008 15:56 FAX 4135871272 LI 002 a of _ _,� �- 1l, 1 �° I Cam. ten, DEPART ILNT 07 BUILDING INS?3CTIQNS 4 t 3 '' 212. Street Mnnici Buildin " INSPECTQR f : . v Northampton, MA 01060 ` J 4 • CONSTRUCTION CONTROL DOCUMENT (for professional Engineers/Architects responsible for Entire Project) Prot Tit le: FC/TAC© a Lt- tare 7 project Location: 1 203 )< INCJ '7 Ma p: '24D p arce l : G am . n Scope of Project NEW SO NO A1JD � IIriP1�CN�t E ff. In accordance with the'sixth editi State Building Code, 780 C1v1R SECTION 116.0: ' I, r �A� � A ''' it y �'� Mass. Registration Number C 1 C / ` _ Being a registered professional Engineer/Architect Engineer/Architect hereby CERTIFY that I have prepared or direly supervis. d the preparation of ail design plans, computations and specifications concerning • /�� Project _ • for the above named project and that to the best of my knowledge, such plans, computations and apecificartions meet the applicable provisions of the Mas er State Boaltruag Code, all acceptable engineeaug practices • .and all applicable laws fortbe proposed project - Furthermore, I understand and AGREE that I shall perform the namsary professional sesvic_s to deteini is that the above: mentioned portions of the woii proceed in aaordan= with the dact7uts approved for the bending permit and shall be rrsponst'ble for the following as speed in section 116.22: 1. 'Review of shop drawing samples and other snlunittal s of the contractor as required by the construction documents as submitted for the timicfing permit, and approval for tbe cattdormance to the design =wept_ 2. Review and approval of the quality control procedures for 211 code-required controlled materials, 3. Be present at intervals appropriate to the stage of construction to become generally film-ricer with the progress and quality of the work and to det ne, in general, if the work is being performed in a manner • confident with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon complexion of the work, I shall submit o the building official a final report as to the wry completion and readiums of the project for occupancy_ Signature and Seal of reg p.4: T .1-- - c '?,....' -, , r . r 0 . f . r g 1 . ‘„ iL 3 S /f� ear b. -4 =, ,7 127 - 413 -587 -1240 i4 CHIPMAN ADAMS LTD, ARCHITECTS 1550 N. NORTHWEST HIGHWAY, SUITE 400 PARK RIDGE, IL 60068 (847) 298 -6900 (847) 298 -6966 www.chipmanadams.com TRANSMITTAL City of Northampton Building Department 212 Main Street DATE: July 17, 2008 Room 100 Northampton, MA 01060 PHONE: ATTN.: Mr. Louis Hasbrouck VIA : Fedex Priority FROM: Breena Ferguson RE: Yum! Brands, Inc. 203 King Street PROJECT #: 07 -6457 Northampton, MA ENCLOSED PLEASE FIND THE FOLLOWING: Mr. Hasbrouck, Please find enclosed a check ( #022419) to be paid to the order of the City of Northampton for the Plan Review of the drawings for 203 King St. Northampton, MA. Thank you, Breena IF ENCLOSURE(S) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS LTD. AT ONCE. COiMcheck Software Version 3.3.1 Li gh ti ng App W orksheet Massachusetts Commercial Code Report Date: Data filename: V: \Energy_Calculation Data Files \Comcheck V3.3 Rel1 \080177.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B x C) Hospitality and Food Service:Family Restaurant Dining Area 1189 2.2 2616 Common Space Types:Corridor/Transition 74 0.7 52 Common Space Types:Restroom 208 1 208 Common Space Types:Office - Enclosed 61 1.5 92 Common Space Types:Food Preparation 1139 2.2 2506 Total Allowed Watts = 5473 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. LED: Al: Downlight / (1) 12W LED 1 36 12 432 LED: A2: Downlight / (1) 12W LED 1 10 12 120 LED: B1: Surface Mounted Downlight / (1) 12W LED 1 5 12 60 Linear Fluorescent: C1: Wall Mounted Light / 46" T5 54W / Electronic 1 2 62 124 LED: D1: 4" Downlight / (1) 12W LED 1 5 12 60 Incandescent: F1: Pendant / Incandescent 250W 1 1 250 250 Incandescent: Fla: Decorative Pendant / Incandescent 250W 1 1 250 250 Incandescent: F2: Pendant/ Incandescent 100W 1 3 100 300 LED: G1: LED Architectural Lay -In / 48 Input Watts 1 18 48 864 Power Supply: PS1: Power Supply / 21W Supply (Serves 12 Fixtures) 1 2 27 54 LED Transformer: TR1: 96 -W LED Transformer / Other 1 9 96 864 Total Actual Watts = 3378 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 5473 Total Actual Watts = 3378 Project Compliance = 2095 Lighting PASSES: Design 38% better than code. KFC /TB Page 5 of 5 Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.3.1 and to comply with the m. • :.. - requirements in the Requirements Checklist. Gregory R. Schnackel July 1, 2008 Name - Title Signatur Date KFC/TB Page 4 of 5 COMcheck Software Version 3.3.1 Lighting Compliance Certificate Massachusetts Commercial Code Report Date: 07/01/08 Data filename: V: \Energy_ Calculation Data Files \Comcheck V3.3 Rel1 \080177.cck Section 1: Project Information Project Title: KFC/TB Construction Site: Owner /Agent: Designer /Contractor: 203 King Street Chipman Adams + Defilippis Architects Gregory R. Schnackel P.E. Northampton, MA 01060 1550 N. Northwest Hwy. Suite 400 Schnackel Engineers, Inc. Park Ridge„ IL 60068 3035 South 72nd Street 847.298.6900 Omaha, NE 68124 (402) 391 -7680 Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction ActivityType(sj Floor Area Hospitality and Food Service:Family Restaurant Dining Area 1189 Common Space Types:Corridor/Transition 74 Common Space Types:Restroom 208 Common Space Types:Office - Enclosed 61 Common Space Types:Food Preparation 1139 Section 3: Requirements Checklist interior Lighting: • 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 5473 3378 YES Exterior Lighting: • 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1 - 1989 Code and attach documentation. Controls, Switching, and Wiring: D 3. Master switch at entry to hotel /motel guest room. D 4. Minimum of one manual control for each space with no task activity (i.e. storage). Multiple manual controls, occupancy sensor, automatic timer, or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. LJ 5. Photocell /astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. • 6. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Luminaires with three lamp ballasts (or electronic high- frequency single -lamp ballasts). Section 4: Compliance Statement KFC/TB Page 3 of 5 , Window: Metal Frame with Thermal Break:Double Pane with Low -E, 71 - -- - -- 0.280 0.547 i Clear, SHGC 0.27 Exterior Wall, 102 South: Wood Frame, Any Spacing 175 19.0 0.0 0.068 0.079 Exterior Wall, 102 South: Wood Frame, Any Spacing 92 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 24 - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 102 West: Wood Frame, Any Spacing 159 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 30 - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 102 East: Wood Frame, Any Spacing 159 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 30 - -- - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 102 North: Wood Frame, Any Spacing 130 19.0 0.0 0.068 0.079 Exterior Wall, 104 South: Wood Frame, Any Spacing 209 19.0 0.0 0.068 0.079 Exterior Wall, 106 East: Wood Frame, Any Spacing 543 19.0 0.0 0.068 0.079 Exterior Wall, 106 North: Wood Frame, Any Spacing 858 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 47 - -- - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 106 South: Wood Frame, Any Spacing 305 19.0 0.0 0.068 0.079 Floor: Slab -On- Grade:Unheated, Depth 4 ft. 207 - -- 5.0 - -- (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. (b) Certain building use types require continuous under -slab insulation (see Massachusetts Code Section 1304.2.7 and 1304.2.8). Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed, weather - stripped, or otherwise sealed. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. ❑ 3. Component R- values & U- factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. D 5. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The.proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the tio 'r: is Chec P p, 1 ,,, R. +Rn. ►5 7-2-08 h. . ame - itle Signature Date KFC /TB Page 2 of 5 11 COMcheck Software Version 3.3.1 E nve l ope Comp Certificate Massachusetts Commercial Code Report Date: 07/01/08 Data filename: V: \Energy_Calculation Data Files \Comcheck V3.3 Rel1 \080177.cck Section 1: Project Information Project Title: KFC /TB Construction Site: Owner /Agent: Designer /Contractor: 203 King Street Chipman Adams + Defilippis Architects Gregory R. Schnackel P.E. Northampton, MA 01060 1550 N. Northwest Hwy. Suite 400 Schnackel Engineers, Inc. Park Ridge„ IL 60068 3035 South 72nd Street 847.298.6900 Omaha, NE 68124 (402) 391 -7680 Section 2: General Information Building Location (for weather data): Northampton, Massachusetts Climate Zone: 14a Heating Degree Days (base 65 degrees F): 6894 Cooling Degree Days (base 65 degrees F): 507 Project Type: New Construction Vertical Glazing / Wall Area Pct: 15% Activity Type(s) Floor Area Hospitality and Food Service:Family Restaurant Dining Area 1189 Common Space Types:Corridor/Transition 74 Common Space Types:Restroom 208 Common Space Types:Office - Enclosed 61 Common Space Types:Food Preparation 1139 Section 3: Requirements Checklist Envelope PASSES: Design 26% better than code. Climate- Specific Requirements: Component Name /Description Gross Area Cavity Cont. Proposed Budget or Perimeter R -Value R -Value U- Factor U- Factor Roof: All -Wood Joist/Rafter /Truss 2671 0.0 12.0 0.074 0.054 Exterior Wall, 100 North: Wood Frame, Any Spacing 395 19.0 0.0 0.068 0.079 Exterior Wall, 100 West: Wood Frame, Any Spacing 545 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 210 - -- - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 100 South: Wood Frame, Any Spacing 394 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 159 - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 101 East: Wood Frame, Any Spacing 95 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 45 - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 101 West: Wood Frame, Any Spacing 95 19.0 0.0 0.068 0.079 Window: Metal Frame with Thermal Break:Double Pane with Low -E, 45 - -- - -- 0.280 0.547 Clear, SHGC 0.27 Exterior Wall, 101 South: Wood Frame, Any Spacing 152 19.0 0.0 0.068 0.079 KFC/TB - Page 1 of 5 c Versionl.7 Commercial Building Permit May 15, 2000 • SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No O SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date ` - ` Sn L Tb 3 , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name AllirAnr Signature of Owner /A; ent Date SECTION 12 - CO STRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : License Number Address Expiration Date Signature Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No Versionl .7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): 9091 Registration Number Address 08/31/2008 (847) 298 -6900 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): ;Frank Monteiro - MHF Design Consultants, Inc. ' Civil Engineer Name Area of Responsibility 44 Stiles Rd., Suite 1, Salem, NH 03079 Address Registration Number (603) 893-0720 Signature Telephone Expiration Date . . Kent Adams - Johnson Wilbur Adams Structural Engineer Name Area of Responsibility 175 N. Washington St. Wheaton, IL 60187 Address Registration Number (630) 653-9060 Signature Telephone Expiration Date Greg Schnackel - Schnackel Engineering Mech /Elect /Plumb Engineer Name Area of Responsibility :3035 S. 2nd St. Omaha, NF 484-24 Addres j P Registration Number (800) 581 -0963 Signature Telephone Expiration Date • Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor TBD Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15, 2000 4 -� ;SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): 9091 Registration Number Address 08/31/2008 (847) 298 -6900 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Frank Monteiro - MHF Design Consultants, Inc. Civil Engineer Name Area of Responsibility 44 Stiles Rd., Suite 1, Salem, NH 03079 Address Registration Number (603) 893-0720 Signature Telephone Expiration Date Robert I. Johnson - Johnson Wilbur Adams Structural Engineer Name Area of Responsibility 175 N. Washington St. Wheaton,IL 60187 38246 Address r° \ Registration Number • .. t_, F (630) 653- 9060 06/30/2010 Signature Telephone Expiration Date Greg Schnackel - Schnackel Engineering Mech/Elect /Plumb Engineer Name Area of Responsibility 3035 S. 72nd St. Omaha, NE 68124 Address Registration Number (800) 581 -0963 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor TBD Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone • Version!.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: R PP L /awls Not Applicable ❑ Name (Registrant): � 9091 (SSO . (46R We f tlf ttW , � Su( , - 1b� %E � L Registration Number Addr: �" C +I t 6065-16065-1, 11 08/31/2008 ' • (847) 298 -6900 Expiration Date Signa re Telephone 9.2 Registered Professional Engineer(s): Frank Monteiro - MHF Design Consultants, Inc. Civil Engineer Name Area of Responsibility 44 Stiles Rd., Suite 1, Salem, NH 03079 Address Registration Number (603) 893-0720 Signature Telephone Expiration Date Kent Adams - Johnson Wilbur Adams Structural Engineer Name Area of Responsibility 175 N. Washington St. Wheaton, IL 60187 Address Registration Number (630) 653-9060 Signature Telephone Expiration Date Greg Schnackel - Schnackel Engineering Mech/Elect/Plumb Engineer Name Area of Responsibility 3035 S. 72nd St. Omaha, NE 68124 Address Registration Number (800) 581 -0963 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor &S Con r or ) 1r4 C. Not Applicable ❑ Company Name: � a f v\c "lob JGtp nre,A,A v r Responsible In Charge of Construction g 1 /0 IA ?n(AYe. 11 CI C oc1 fie., 1-) 03116.1 Address Sign 91t-0 512- 6 96 30 Sign ure Telephone ' Version1.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 41785 41785 Frontage 150.80 150.80 Setbacks Front 21' 35' Side L: 45' R 65' L 44' R 68' Rear 165' 134' Building Height 18' 23.31 Bldg. Square Footage 2720 6.5 °"° 3354 8.0 Open Space Footage (Lot area minus bldg & paved 5.0 40 parking) # of Parking Spaces 64 35 Fill: (volume & Location) minimal A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW 0 YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and /or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained © , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: Existing pole sign to be removed from NW corner D. Are there any proposed changes to or additions of signs intended for the property ? YES O NO IF YES, describe size, type and location: Approved under sep. permit submitted by other E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Demolition of existing structure and construction of a new 3,354 SF KFC/Taco Bell Restaurant. Of Proposed Work: SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 Fi 1A 1 ❑ A-4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ _ 2B 1 ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S-2 ❑ 5B I p U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1st 1st 3,354 2"d 2nd 3rd 3rd 4 th 4 Total Area (sf) Total Proposed New Construction (sf) 3,354 Total Height (ft) Total Height ft 23 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone 2 Outside Flood Zone 13 Municipal p On site disposal system I Board of Building and_ St:n (lard% Construction Supervisor License License: CS 99336 Restricted to: 00 JOEL NORMANDIN SR 0P, PO BOX 775 RINDGE, NH 03461 Expiration: 10/16/2011 ( uuI,Itisiuuer Tr#: 99336 Version!.7 Commercial Buildin& Permit May 15, 2000 Department use only City of Northampton Status of Pennit: ��'_ � Et,EailitmgkDepartment Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability � RooM1.100 Water/Well Availability JUL 3 — Nd Agmpton MA 01060 Two Sets of Structural Plans phone 413 - 587 - 1240 Fax 413 - 587 - 1272 Plot/Site Plans _ Other Specify P ty APPLIC4TION TOFOoNSTRtg r, RE 41R; REFIOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office 203 King Street Map 24D Lot 329 -001 Unit Zone HB Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Taco Bell of America, Inc. 17901 Von Karman, Irvine, CA 92614 Name (Print) Current Mailing Address: (401) 712 -0500 Signature Telephone 2.2 Authorized Agent: �! U V \ St4KITO 2 O U6 errs ST, SvITr 20 3 East t-A 2 l) Name (Print) Current Mailing Address: bop — '2Z3 - 00(00 Signature " i Telephone SECTION 3 - E ` IMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building $355,804.00 (a) Building Permit Fee 2. Electrical $62,073.00 (b) Eal Construct stimated Tot from Cost (6) of 3. Plumbing $65,167.00 Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection $91,926.00 6. Total = (1 +2 +3 +4 + 5) $5 970 Check Number #if 99 pj For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2009 -0071 APPLICANT /CONTACT PERSON TACO BELL OF AMERICA INC ADDRESS/PHONE 17901 VON KARMAN IRVINE (410) 712 -0500 PROPERTY LOCATION 203 KING ST MAP 24D PARCEL 329 001 ZONE HB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT F Paid .in_ Permit Filled out ee Paid d`d' • • ' Typeof Construction:_Construct Restaurant Building New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ✓Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Q ? / r Signature of Building 0 ial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. VEITA engineers = Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 6 Project: KFC/Taco Bell _ Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 10/09/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 65F Present At Site: Joel Normandin - Boss Construction Work in Progress / Observations 6.1 We were on site to examine the nailing pattern of the shear wall on the interior of the building. However the contractor was not ready for inspection. We reviewed the nailing pattern with the contractor. We will examine this work via pictures sent by email. 6.2 Item 4.9 is a non structural item and will be removed from the list. Item 4.13 will be added as needed by mechanical and will be taken off of the list. Action Required / Items to Verify Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 A R C H I T E C T S NEWBURY DESIGN ASSOCIATES • c.„2,3 REPORT BY: Mike Blanchette DATE: 10/9/08 µEGA ASrj C q�H� MW;yS. c p. ( 4 205 NEWBURY STREET • FRAMINGHAM • MASSACHUSETTS • 01701 • 508 620 9705 T • 508.620.9710 F A R C H I T E C T S - (9 I li ) - 3,97 / NEWBURY DESIGN ASSOCIATES SITE OBSERVATION REPORT OCT 1 5 2008 PROJECT: KFC / Taco Bell 203 King Street L._� ' Northamption, MA FIELD IREI`ORT NO 01 ; , Permit # BP2009 -0071 ARCHITECT: Chipman Adams & Defilippis PROJECT No. 07 -6457 NDA PROJECT No. 08128 DATE: 10/7/08 TIME: 8:15 am WEATHER: Clear TEMP: 50 ° PRESENT AT SITE: Joel Normandin /Boss Contractors Mike Blanchette /Newbury Design Associates WORK IN PROGRESS /OBSERVATIONS: 1.1 Exterior EIFS is complete. Entry vestibule, storefront system and solar wall have not been installed. Roof membrane has been installed. Metal flashing /coping has not been completed. 1.2 Curbing has been installed and sidewalks are being poured today. 1.3 Interior framing is complete and exterior wall insulation is 90% complete. Installation of vapor barrier is in progress. Contractor was advised to tape vapor barrier seams. Insulation is R19 Ultra Touch Cotton batts. 1.4 Electrical and plumbing rough in is complete and has been inspected and signed off by town inspectors. 1.5 Contractor reported that construction in on schedule for a November 14 completion date. 1.6 Work to date appears to conform to the construction documents submitted for permit. ACTION REQUIRED /ITEMS TO VERIFY: None this report. 4 g fie 205 NEWBURY STREET • FRAMINGHAM • MASSACHUSETTS • 01701 • 508.620.9705 T • 508.620.9710 F a - 3a A R C H I T E C T S NEWBURY DESIGN ASSOCIATES Site Observation Report 1 ; 0 4., 1. Distribution List - KFC/Taco Bell OCT - 8 2008 203 King Street Permit Number BP2009 -0071 - 4 City of Northampton Department of Building Inspections 212 Main St. Northampton, MA 01060 attn: Louis Hasbrouck Chipman Adams LTD. 1550 Northwest Highway, Suite 400 Park Ridge, IL 60068 -1463 attn: Breena Ferguson Boss Contractors, Inc. 581 Route 119 Rindge, NH 03461 attn: John Gavin Joel Normandin Newbury Design Associates, Inc. J. Onorato NDA File 08128 205 NEWBURY DESIGN ASSOCIATES, INC., FRAMINGHAM, MASSACHUSETTS 508 - 620 -9705 T 508 - 620 -9710 F VEITASVEITAS _ 9 2008 engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 5 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 10/01/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 65F Present At Site: Joel Normandin - Boss Construction Work in Progress / Observations 5.1 Items 4.2, 4.3, 4.5 -4.8, 4.11, 4.14, 4.16 have been completed and accepted. Items 4.4, 4.10, 4.17 and 4.78 have been completed as verified by the contractor and accepted. Item 4.12 is not needed. Item 4.9 wil be completed at a later date. We were assured, by the contractor, that (item 4.15) each flat 2x6 under the 3- 2x12 header is nailed solid to the 2x12 (carrys low roof framing). This was accepted. Action Required / Items to Verify 4.9 Add aluminum posts as per detail. 4.10 Verify 6x6 post is in at North West corner. 4.12 Add additional 2x6 studs as per detail 6/S4.2 at front elevation (review not needed). 4.13 Add threaded rods for mech if needed at 6/S4.3. 4.17 Verify Simpson HTT22 anchors are installed as per 8/S4. (covered with succo). 4.18 Detail 10/S4.1 verify 16d nails are installed at inside of window jams at 8 "O.C. number of king studs at window openings equal to opening width /16/2 and should be nailed solid. Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 o24JD --3?? VE ITAS VEITA engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 09/22/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 65F Present At Site: ( ' 1 r' Work in Progress / Observations 4.1 Wood framing inspection; see items to correct. 001 - 1 2008 Action Required / Items to Verify 4.2 Add brace at end walls 2/S4.1 (must be nailed to roof sheathing from tin' deeneath as per sk -€tch provided). 4.3 Add H.D. at shear wall type 1, 2, 4. 4.4 Verify MST24 straps are installed, item 5 on S3.0. 4.5 Add horizontal bridging at top of bottom chord as per plan (review shop). 4.6 Add additional framing at roof top units as noted on plan. 4.7 Add hangers at framing for mechanical as noted on plan where missing as needed. 4.8 Review jack stud requirements at roof end wall bearing points- minimum 2 studs required. 4.9 Add aluminum posts as per detail. 4.10 Verify 6x6 post is in at North West corner. 4.11 Add hangers at window headers at front and rear elevation item 8 on S2.0. 4.12 Add additional 2x6 studs as per detail 6/S4.2 at front elevation (review not needed). 4.13 Add threaded rods for meth if needed at 6/S4.3. 4.14 Add hangers at low roof joists at front elevation. 4.15 Detail 6/S4.3 - Ledger at exterior low roof is nailed below the 3 -2x12 at perimeter wall (review front elevation). 4.16 The 2 -2x12 at sides of low roof should be nailed solid together. 4.17 Verify Simpson HTT22 anchors are installed as per 8/S4. (covered with succo). 4.18 Detail 10 /S4.1 verify 16d nails are installed at inside of window jams at 8 "O.C. number of king studs at window openings equal to opening width/16 /2 and should be nailed solid. Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 • VE ITASiVE ITAS engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 09/22/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 65F Present At Site: Work in Progress / Observations 4.1 Wood framing inspection; see items to correct. Action Required / Items to Verify 4.2 Add brace at end walls 2/S4.1 (must be nailed to roof sheathing from underneath as per sketch provided). 4.3 Add H.D. at shear wall type 1, 2, 4. 4.4 Verify MST24 straps are installed, item 5 on S3.0. 4.5 Add horizontal bridging at top of bottom chord as per plan (review shop). 4.6 Add additional framing at roof top units as noted on plan. 4.7 Add hangers at framing for mechanical as noted on plan where missing as needed. 4.8 Review jack stud requirements at roof end wall bearing points- minimum 2 studs required. 4.9 Add aluminum posts as per detail. 4.10 Verify 6x6 post is in at North West corner. 4.11 Add hangers at window headers at front and rear elevation item 8 on S2.0. 4.12 Add additional 2x6 studs as per detail 6/S4.2 at front elevation (review not needed). 4.13 Add threaded rods for meth if needed at 6/S4.3. 4.14 Add hangers at low roof joists at front elevation. 4.15 Detail 6/S4.3 - Ledger at exterior low roof is nailed below the 3 -2x12 at perimeter wall (review front elevation). 4.16 The 2 -2x12 at sides of low roof should be nailed solid together. 4.17 Verify Simpson HT I22 anchors are installed as per 81S4. (covered with succo). 4.18 Detail 10 /S4.1 verify 16d nails are installed at inside of window jams at 8 "O.C. number of king studs at window openings equal to opening width /16/2 and should be nailed solid. Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 o NV - 3? VE ITA iVEITAS engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 08/28/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 75F Present At Site: Joel Normandin - Boss Construction Work in Progress / Observations 3.1 The steel reinforcing bars for the foundation wall were inspected. After making some minor corrections, we found this work to be in compliance with the contact documents. Action Required / Items to Verify & E I - 2008 UL UJ Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 VEITASVE1TA engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 08/28/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 75F Present At Site: Joel Normandin - Boss Construction Work in Progress / Observations 3.1 The steel reinforcing bars for the foundation wall were inspected. After making some minor corrections, we found this work to be in compliance with the contact documents. Action Required / Items to Verify Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 Fax (781) 849 -2065 0 ?0 - 3aq s 7 ARCHITECTS NEWBURY DESIGN ASSOCIATES n y.'' ; Site Observation Report SE° — 8 2008 Distribution List KFC /Taco Bell r-, is 203 King Street Permit Number City of Northampton Department of Building Inspections 212 Main St. Northampton, MA 01060 attn: Louis Hasbrouck Chipman Adams LTD. 1550 Northwest Highway, Suite 400 Park Ridge, IL 60068 -1463 attn: Breena Ferguson Boss Contractors, Inc. 581 Route 119 Rindge, NH 03461 attn: John Gavin Newbury Design Associates, Inc. J. Onorato NDA File 08128 205 NEWBURY DESIGN ASSOCIATES, INC., FRAMINGHAM, MASSACHUSETTS 508 - 620 -9705 T 508 - 620 -9710 F VE I TA Si V E I TA engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 2 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 08/26/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 75F Present At Site: Joel - Boss Construction Work in Progress / Observations 2.1 The footing forms for the proposed building were inspected. Three continuous reinforcing bars were added to the footing by the contractor. This work was found to be in compliance with the contract drawings. Action Required / Items to Verify Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 VE ITAS Y E ITA engineers Page 1 of 1 STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1 Project: KFC/Taco Bell Contractor: Boss Contractors, Inc. 203 King Street 581 Route 119 Northhampton, MA Rindge, NH 03461 Client: Newbury Design Associates, Inc. Date: 08/20/08 205 Newbury Street Framingham, MA 01701 Temperature/ Weather: Sunny, 75F Present At Site: Joel Normandin - Boss Construction Work in Progress / Observations 1.1 The placement of the footing on this day was cancelled and will be rescheduled for another day. Action Required / Items to Verify Blair Budka Robert A. Guay FIELD REPRESENTATIVE REVIEWED BY Veitas + Veitas Engineers, Inc. • 639 Granite Street • Braintree, MA 02184 Phone (781) 843 -2863 • Fax (781) 849 -2065 al -3a A R C H I T E C T S 11 A NEWBURY RESIGN ASSOCIATES Site Observation Report Distribution List AUG 2. 9 2008 KFC /Taco Bell r s � 203 King Street �� ° � .�,�� Permit Number L City of Northampton Department of Building Inspections 212 Main St. Northampton, MA 01060 attn: Louis Hasbrouck Chipman Adams LTD. 1550 Northwest Highway, Suite 400 Park Ridge, IL 60068 -1463 attn: Breena Ferguson Boss Contractors, Inc. 581 Route 119 Rindge, NH 03461 attn: John Gavin Newbury Design Associates, Inc. J. Onorato NDA File 08128 205 NEWBURY DESIGN ASSOCIATES, INC., FRAMINGHAM, MASSACHUSETTS 508 - 620 -9705 T 508 -620 -9710 F qp 1 9 L : 23 Yum! Brands, Inc. 1900 Colonel Sanders Lane Yum! , Louisville, KY 40213 Phone 502/874 -2693 Fax 502/874 -2759 cynthia.dahl@yum.com September 12, 2008 Anthony Patillo Building Commissioner CBO City of Northampton 212 Main Street, Room 100 Northampton, MA 01060 Re: KFC/Taco Bell, 203 King Street Mr. Patillo, I have been asked to provide you with a maintenance schedule for the grease traps at the above listed locations. Baker Commodities will provide service to this location. The interior trap will be serviced monthly; the exterior trap will be serviced quarterly. Yum's grease trap service specification requires that each service provider maintain a log on their premises, and that they leave a copy of the log with the Restaurant General Manager upon completion of each service. If you have any questions or require further information, please feel free to contact me. Sincerely, e t4t A rt Cindy Dahl Sr. Analyst of Facility Services Yum! Brands L °NC 3OIIN A � ino- P TACO ALL AMERICAN FOOD Ka - -f'" BELL, a7/ t8 /ROQt 15:66 FAX 4136811272 as 74 D `?AI m1 T Of suiu 3 iN ,EcrioNs ,r ye � ".• INSPECTOR 212 Main Surer • Municipal Sinkiang ' ,,, Northampton, MA WOW SECONDARY CONSTRUCTIOlsi CONTROL DOCUMENT (for Professional Er ginet vs/Architects responsible for only portion of a controlled project) Project Tide: .' ` 1 ` . Da 4.- / a Pro Locstron 26.5 / M Parser Scope of Project: In amor with he sixth edition MasSachusetts State Building Cie, no ow sECTTQN 116.0` Ion. Registration Number Being a registered professional EngineerrAsehirect hereby CERTIFY that 1 have prepared or dirty superttis d time preparation of all design puts, computations and specifications r tnce tine: ( j Fare protection ( 1 Architectural )(Structural (3 Metbanical (; Mammal j Other (specify) for the above named acct rand that to the best otmy knowledge, star pta:is, amputations and IPtoltioolioos met the applicable pt _ or the tvlassathusetts State Building Code, all acceptable engineering practices and all ttpplieab3e taws fbr the ;imposed project Funher,nore, t understand .and AGM E th~ t Isbell perform the necessary professional services to determine den the above mentioned portion, of the cork proceed in accordance with the documents Approved for the building peermit Upon completion of the work. I shalt submit a finer re... ' ' t4 t `° = t actory completion of above 111000:101 MI tent of tilt w `r1C 4 . t 4 Signature and Semi of registered professional, I 0, • ,.,fan "1' , t 'e ,� , a,; S ` r ' o O2B F «. 4 t 537.1272 - Preen 4 1'3 - 7.1240 • 07/16/2008 15:68 FAX 4135871272 ft1003 �; Q of Northamp i. 2 # ° :; •rte: _-� n • ... t 4. p, br ',.�'(� �itt liRLt!!t/rlt) - _ t - �� . - D EPARTMENT OF BUtt�t71O INSP,EC'TIONS 4 _- ?: fi' 212 Main Street • Municipal Building { INSPECTOR `\"/ 1 tthamPM>n, MA 01f60 SECONDARY CONSTRUCTION CONTROL DOCUMENT • (for Professional Engineers/Architects responsible for only potion of a controlled project) Project Tide: A / + . Date: 8�V Project Location: 903 2I c Map: Parcel: Zone: • Scope of Project: 4 . , .., .-..- fv, 0 r. _ A. r • in accordance with the sixth edition Massachusetts State Building Code, 780 CUR SECTION 115.0: 1, 1f l CE /l i O4'iV Mass. Registration Number 7/0 Being a registered professional Engineer/Architect hereby CERTIFY that 1 have prepared or directly . _ supervised the preparation of all design plans, computations and specifications concerninx • (1 Fire protection )4 Architectural I Structural (1 Mechanical (1 Electrical I Other (specify) for the above named project and that to the best of my knowledge, such plats, computations end specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Funhennore, l understand and AGREE that I shall perform the necessary professional services to determine that the above mcutioned portions of the work proceed in accordance svith the documents approved for the building permit. Upon completion of the work. 1 shalt submit x final report as to the satisfactory completion of the above mentioned 'port ion of the work. Signature: and Scut of registered professional: r - s4, -4` %i ' = i 0.7420 N ril MA 1 Fax 41.; -5 • 272 - phone 413 - 587 -t340 CHIPMAN ADAMS August 21, 2008 ARCHITECTS Louis Hasbrouck Corporate Office City of Northampton CHIPMAN ADAMS LTD. Department of Building Inspections 1550 N. Northwest Highway Suite 400 212 Main St. - Municipal Building Park Ridge, IL 60068 -1463 Northampton, MA 01060 T 847.298 6900 F 847.298.6966 Dear Mr. Hasbrouck, CHIPMAN ADAMS PACIFIC ARCHITECTURE PC � 80 S ro Lake Avenue, Suite 650 As the Architect of Record for the KFC / Taco Bell project located at 203 Kin g St., . Pasadena, CA 91101 1 respectfully request the opportunity to utilize a local registered professional T 626 685.2800 F 626.685.2803 Engineer and Architect to inspect the built work. Per MA State Building Code 780 CMR 1 160 Construction Control, we have chosen local inspectors to certify that www.chipmanadams.com the construction is in accordance with the documents approved for the building permit. I will be performing the Architect's final inspection. The preliminary architectural inspections will be performed by Joseph R. Onorato (MA Reg. # 7420) of Newbury Design Associates, Inc. The Structural Engineer of Record, Robert Johnson of Johnson Wilbur Adams, Inc. will be utilizing Rimantas Veitas (MA Reg. # 34028) of Veitas & Veitas Engineers to perform the structural inspections. Both Joseph Onorato and Rimantas Veitas have submitted a signed and sealed Secondary Construction Control Document that you should have received on Wednesday, August 20, 2008. If you do not find this to be sufficient documentation for us to utilize a local Engineer and Architect for code required inspections, please let me know and I will submit the appropriate and acceptable documentation. Sincerely t '- r z r ^'t - a s i c -' eo A`. 61u s R. Daryl Adamt, ` r rf e « Principal Encl: (1) Copy of Secondary Const. Control Doc. signed by Joseph R. Onorato (1) Copy of Secondary Const. Control Doc. signed by Rimantas Veitas CHIPMAN ADAMS LTD. ARCH ITE,CTS 1550 N. NORTHWEST HIGHWAY, SUITE 400 AUG L `vn8 PARK RIDGE, IL 60068 (8471 298 -6900 (847) 298 -6966 www.chipmanadams.com TRANSMITTAL City of Northampton DATE: August 21, 2008 Department of Building Inspections 212 Main St. Northampton, MA 01060 PHONE: 413 - 587 -1240 VIA : Fedex Priority ATTN.: Louis Hasbrouck FROM: Breena Ferguson RE: Yum! Brands, Inc. PROJECT #: 07 -6457 203 King Street Northampton, MA ENCLOSED PLEASE FIND THE FOLLOWING: Louis, Please find enclosed a letter from the Project Architect regarding construction inspections for the KFC/Taco Bell at 203 King St. Please call me with any questions. Thank you, Breena IF ENCLOSURES) ARE NOT AS NOTED, PLEASE NOTIFY CHIPMAN ADAMS LTD. AT ONCE. 1 0714/2008 15:58 FAX 4135471272 [too . 4. ' " ... i ,, ."......."( (..r. iti") of ' -6143rochAts.Ait, .44....... DEPARTMENT Of 13‘iiLLINCL INSPF2CTic.:,,Nis \,,.''' Drlidirrg -: 4J4/ .4 -,.. 4 , ,Nsp;icr-,Q -.., 12 M.Im Street 0 ivlouo.::pAti i.. iortharnpttni M et f)3r SECONDARY CONSTRL;CTION CONTROL, D(liA.:1;;MENT Co: Professional Engin:retr$A'Ahlt/....1s4r.sponstbk tnt nrc,;.; 'porti3n 7,1 '; :ed pro;cv:1", Proree: LoaatoL', ‘,. AZ. "'":, ,4-",, 'rr'/ Map. i'a:-.c.!! 23fit; Scope of Frojeci A ........-Ly L, ,;-.. _ ...-- t ,.., ......,...4 ./ ir . 4- / , ■A'1:11 lilt St.Nth Idi107..M.as..tachusettz, State l'Aulic*Alfr ",:c..(L'.: NIR SECTION i / rr. 4 /-',% - A , ,A .." / ., — 4 ./......-..-„, .d. ' Nth RegIslrat...ont - - ,... ;.... ;regis:er:d ;rote5s,yr..11 I'llg ntitr An't:tect hereby CERTIF''," 'n,- " , ,‘:'......z prtparerd or dier.c.rtly sup*,..tr tszd. Ill:. prc.parauon. at al. de...sign plans, computations A-AtIti s:o rts cprtcrerrong: F.r:protecLion f ", ,r (Strucr-Aroi-41 11 tviecx:lic.i. " ' EteLAtricril Othet r(spec:Iv;, Cite ove.,71:tilled prQirct and !ha! tn li t. tx..rst ot my knowledge, .“A",:ri L t - ,I ild stxrc.-..ficattous , ,,Lef t :it,e ppitc.14i.r.. pt.,3s-isiorois of tilt Massachusetts .S13-.: AA'rro."-21Lsi . "7:0de, ;Ili acceptable crwnzertrift r:1,:ttces 3Pd zi, zp lay fp: the proposed prcr.o.: Funhttinore, I Lp(AL;rLtand 3ntl, AC;REE top: 1 shall petfotvi proftss-;_maI servferS !C„, t`it,ttnuttic that Vic it Wye :sf the vt kiCd, 1.7* tIc:ta`e.1* wilil. the deCittne:1S tipP7Cved fOr ti:C but.d:rtg pe...rnu Upoi: compicti0,1 01 tyy:` `rt C);; I shall submit. "Lt firm' rc.10401e4} 'ir ..,0„;.k. AAAmpietion o: tat nr.crPoncil pr.'",rtio..i of Lt. - Not k Sri am rt: And S : r4f, ci"!-7 r,, 4L rl . rr - ,r , , A* i 4 „,- r _N "."." - , - ‘I,...... -- . 11?-1'772 p.il,-..at- 07/16/2008 15:56 FAX 4135871272 11003 $ , 1 t " . B jttsssachnorits W' . DEPARTMENT OF SMILING INSPECTIONS a _ _ � rr INSPirCTOP 212 Main Street 0 Municilvi! Building Northampton, MA Ol060 SECONDARY CONSTRUCTION CONTROL DOCUMENT (for Profession! Engineers/Architects responsible far only portion of a controlled project) • Project Title: A G C Date: 8/022 Project location: 2c 4 S _ Map: ,Parcel: Zane: Scope of Project: N � - 4 r 4 74- In accordance with the sixth edition Massachusetts State Building Code, 780 CMR SECTION 116.0: 1, t <t C p Mass. Registration Number 7 Being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ] Fire protection Architectural 1] Structural t Mechanical (] Electrical (] Other (specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisiorts of the Massachusetts Stale Building Code, all acceptable engineering practices and all applicable laws for the proposed project. Funhennare, 1 understand and AGILE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work. I shall submit :t final report as to the satisfactory completion of the abovc- mentioned of the work. Signature and Scal of registered professional: 41.00 AI?C o.74 v.= tit at 0 Fax 413 -5' 272 - phone 413-587-1240 117 ARCHITECTS NEWBURY DESIGN A550CIATES 20 �1G20� TRANSMITTAL Date: August 19, 2008 Project: KFC/Taco Bell 203 King Street Firm: Department of Building Inspections Project No. 08128 212 Main St. Northampton, MA 01060 Attention: Louis Hasbrouck Phone: 413 - 587 - 1240 We Transmit Via: Mail X Overnight 2nd Day Overnight Hand Delivered E -Mail Other For Your: Review & Comment Approval X Use Information The Following: X Submittal Originals Prints Specifications Copy of Report Samples Proposal / Brochure Copies Description 1 ea. Architectural & Structural Secondary Construction Control Affidavits Remarks: Cc: B. Ferguson /Chipman Adams Signed: Joseph R. Onorato Copy To: File 205 NEWBURY STREET • FRAMINGHAM, MASSACHUSETTS 01701 • 508.620.9705 T • 508.620.9710 F 1 r � JOHNSONWILBUR ADAMS, INC. `it , = STRUCTURAL ENGINEERS ; ;:> 175 N. Washington St. 1 Wheaton, Illinois 60187 t, . ::, Telephone: 630 - 653 -9060 TRANSMITTAL i `° tl Fax: 630-653-9059 TO: $U S5 C046 - 1P OC- 71r/•) DATE: Ti l/ l 0$` 5S I TEE ti c r JWA PROJECT No.: 2r/ S 3 S L I R. c NI D C,tr -- M k ttyni PS f i lg. C RE.: 8 e i g=Fc-- ATTN.: .3'0 ki ' 6 .AO 6d 03` / 1 0- AYA'P » a I v WE ARE TRANSMITTING THE FOLLOWING: 603 9 , c'i L3 0 MAIL / OVERNIGH / MESSENGER DRAWINGS FOR YOUR COMMENTS FAX PAGES TOTAL CALCULATIONS FOR YOUR FILES / USE EMAIL / FTP COPIES DWG. NOS. DATE DESCRIPTION REMARKS I C- t,r-t_ OF N P ro rJ - S 0.z, dpAPY ad Silz-u Th-A CJ ci,✓N L. 0 a awl i REMARKS: CC: BY: v,L A Y/ A4n5 07/16/2008 15:56 FAX 4135871272 11003 j ' r , ,..t r 1 ♦ 41 Alsnsfictinortts =.2.1..-- (rift of c Woritirnitv toil � E "t'*.f DEPARTMENT OF BUILDING- 1NSPECTtONS 4 - µ INSPErCTOP 212 Matt Street iMunicipal l Building "� - Northampton, A0 — r7 i • SECONDARY CONSTRUCTION CONTROL DOCUMENT . (for Professional Engineers/Architects responsible for only portion of a controlled project) . KFC /TACO BELL Project Title: Date: R 1 11 I O q 203 KING ST. 24D 329 - 001 HB . Project Loaltion: Map:Pareel: Lone: • Scope of Project: .... 5 e' v 6% N R A/6 In accordance with the sixth edition Maas$achusetts State Building Code, 780 CMR SECTION 116.0: I, 806 EST I. jo"MS Mass. Registration Number $ 8248 Being a registered professional Engineer /Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ j Fire protection () Architectural X Structural 11 Mechanical () Electrical [ j Other (specify) ,,_ for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the MastachuscLts State Building Code, all acceptable cugineerin; practices and all applicable lativs for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon compaction of the work. I shall submit ,a final report as to the satisfactory completion of the above- mentioned 'portion of the work, • Sigr attirt: and Seal of registered professional: F1 OF y n J4'" 4 NO. ::,:x24 4 "O 9 .•e1Q. / Fax 413 -537 -1272 -phone 413 -587 -1240 • 07/16/2008 15:56 FAX 4135871272 (-1b4 0002 (ff Nurfirallt# . Jig.t.A cavern:els , ; DEPART)C.,ta' OF BUILDING arS-P.MIONS • INSPECTOR 212.Matu Street • Mturicipal fa:Aiding Northampton. MA 01060 • • CONSTRUCTION CONTROL DOCUMENT (for professional Engineers/Architects responsible for Zaire Project) sAnziect i KFc/TAco Date: 11 -°8 A :Zqi H1 Projee lArcation: c ir- • map: ` Parcel; Zone: Score of Project NEW [30 it.DP40 AND siTE livinzovEmEmr In accordance svith thxth edition istiasaclitzsetts State Building Code,, 78 Qfl SECTION 116.0: ' PAWL-- isADNA.e; • Masa..ReOstratice Number C169 Behrcra reestered professional EngineerlArcbilect hereby (=Tar that 1 have prepared or directly sapjvised tbe preparation of alldesign plAns, computations and speci.fitations concerninv • AnciteProject " • for the above inroad project and Ant to the best army knoviledge, such plans, computations and specificaticats sueet the applibable provisions of the Massaehrsetts State Su:Wing Code, all acceptable engineering practicis and all applicable laws forthe proposed proje;ct, • Furthermore, I understand and AGREE that 1 shall perform the ne=ssary professitural servir= to den•r that the above I:cautioned Actions of the work proceed in accords= NVitli the doctor:eons approved for the building perruit and shalt be responsftle for the follow* as staKifi' =1 in section 116.22: . P.eview of sbop drawings, samples and other salmatials of the contra= as regnir' ed by the Construction documents as sabmitteci for the liorficRng permit, and approval for the contours= to the design concept, 2. Review and approval of the quality control pro=dures for sit code-reqtrired controlled uratfbriak Be present at intervals appropriate to the stage of COUStraai011t4bsecotoo generally filimirw with the progress and qua* of the 'svork and to cieserrrita" e; in general, if the work is being performed in a manner consklent with the construction documents. • 1 shall submit periodically, in a form acceptable to the building official, a progress report together with. pmtinom oomraeots. Upon compaction of the work, I shall submit t the builrifog official a anal report as to the satisfactory completion =id reartMess of the project for =valley. Stnature and Seal of registered psof".0441?;, 4h-81 12 I, AP ef iutrols • " 413-587-1249 ci 5. Cr, n r4. r:.' m CD p fi n-, m •' r QQ ,-s .. ,r, O ti OO O4 O It ..' O n rt �.. ,,rn ►'t:rt n P .l cn CD S w co a a rD ' `O �_�' C n Q Q w O r3 n w rt c2 CO L oo ns O O Pi rn c•C A A c� oe ag ■-.. A ,..F W O co � 1 0 ca. o n ' c "' Q m a ,. _ z , _ : _ . _ C CI .. ,: ry " z-, :Pr A - , x � o ` � a 0 a 0,—,i 5. A e-. , rt c o ° t v • �` c7 co `C V' O n m Q CO CA C c ro n ::,1, ' M' , `t om , ; p ti C A P ' r rt q -z:'. (D" Z r.,) C:. tolZi 4 �• r, cn e -i. n `� S � . F L z rt F, . rt r n i �. V J Pla cn d d Q` 4' `t A' 11 flii co o ELT' p �- p-- N F co ( n p aci ma y . y o S].. R . 0 r+• A Pi .7 m Z S z�� rd n , rzi - t ft m C Sl `C N - 4 � ` '•7 n N ti A O . t� . $p 1 O c Cr O 0 ,•4 rt, O 6 S _` `- m i agi g id ) rN I tea_c iQvyt9 (0 go To/ 1) (1 I abvin i gQik-tto Nls)4 Val \klaZy ' 1111 16 S ' ) 1167-i j:,/ I n 7-, •-•-•?) 2,1 r der '. p , i . ' BP-2009-0071 GIS #: COMMONWEALTH OF MASSACHUSETTS ,100.114: :24D ` CTTY OF NORTHAMPTON Lot: -001 _ PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: NEW COMMERCIAL BUILDING BUILDING PERVIIT Permit # BP -2009 -0071 Proiect # JS- 2008 - 001479 Est. Cost: $574970.00 Fee: $1677.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Lot Size(sq. ft.): 22520.52 Owner: TACO BELL OF AMERICA INC Zoning: FIB Applicant: TACO BELL OF AMERICA INC AT., 203 KING ST Applicant Address: ` Phone: Insurance: 17901 -V- K�AI MA (410) 712 -0500 IRVINECA92614 ISSUED ON :8/15/2008 0 :00 :00 TO PERFORM THE FOLLOWING WORK :Construct Restaurant Building POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of r D.P.W. Building Inspector / Underground: , Service: /e•k /6 g Meter: - - O! C?/ t ca �, _ h t 0Tb9 9 d gAf Footings: e X �;'- '6 -Gl5 , Rough: _ .Rough: w q /ys1Up,jf4iouse # Foundation: . - `'� Driveway Filial: -. - Final: 11 -' 1�"� , �Final: I J - i -O 2 ry 7`� Rough Frame: :. Gas: Fire Department Fireplace /Chimney: Rough: (0-1;2,8.'e8 Oil: ti Insulation: " Df?) 4f ri e ;mom ok o J 4 l o.'i Leg is Final: /(-/.3 `08 aeSmoke: -. " Final: O K PEND PLC N i, * Amp DPW firA / yam -c.. Lltilic,3 A THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. eo t .,� P l F / / Certificate of Occu anc '` ` Signature: _ _ - . FeeTvpe: Date Paid: Amount: ., / - Building 8/15/2008 0:00:00 $1677.0022419 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo NW* Gas Company • , July i:8. 2008 JUL 2 0 2008 TRUCK DRANE 3ERV INC 20 FAIRE: ELD AVE WESTFIELD MA 61885 ---4 Dear TRUCJK DRAKE SERV IPr, The address Lasted below hays hed the gas eervice(s) disconnected and in now ready for demolition, ADDRESS! AO KING ST TOWN : NORTHAMPTON STATE Naeeechueett, Sincerely LiPLA i Terri Hiner workforce Planning 2()25 Rocseve': -venue PO 9ox 2k.25 Spnnghel . `AA 01102Q025 413 781.9200 Fez. 41,; , *9222 Haley & Aldrich, Inc. January 7, 2008 Page 3 TERMS AND CONDITIONS During this survey, AXIOM sampled high probability building materials. AXIOM'S survey involved the identification of accessible suspect asbestos containing materials. A potential doer e> !hat AGMs may be present in inaccessible areas. Exarroles of this may be hidden pipe - teases co staining pipe valve insulation, ACMs within the surrounding wail cavities. crnw! space :.. and above finished ceilings. The only certain way to uncover and sample these materials would be by selective destrJetive demolition of walls, floors pipe chases, etc. Accordingly, if a ny of the surrounding areas veil be impacted upon during any upcoming renovation or demolition, AXIOM suggests the+ a review of mechanical piping plans be made (if they exist) and additional sampling be performed, if iecessary, under "controlled demolition ', after the business is closed but before general building ,Jemolition. LEAD PAINT INVESTIGATION Aa'OM performed representative testing of painted surfaces for the presence of lead. Detailed sup Bey data is attached. Historically, lead was added to paint because its color stabii'ty properties made it a desirable pigment and because it enhances durability. Lead -based paint becomes harrr `ul when dust or fumes are inhaled or ingested. AXIOM 1 utilized a Portable X -Ray Fluorescence Analyzer (XRF) to perform the lead -eased paint survey The XRF is a hand held instrument that contains a radioisotopic source and operates on the principle of X -ray fluorescence. The depression of a spring - loaded button on the XRF unit opens a shutter in the face-plate that allows radiation from an isotopic source to stimulate the lead a`oms it the paint. telace .evels of lead are measured n units of milligrams per square centimeter (mg/eV). The Xk F use.t in this survey, the NITON Model XLp -300A- Series Analyzer, is able to detect as little as 0.0 ' mg )f lead /cm OSHA classifies any substance with a detectable amount of lead to be a "'eat -containing" material. The NITON is a :omplete lead paint analysis system that quickly, accerately and non- destructively measures the concentration of LBP on surfaces. EAIJ PAINT SAMPLING AND RESULTS The points the highest level of lead by XRF are listed in the tah'e below. Table 3 Lead Paint Results .�.- Sample Descirlption Sample Result By XRF En'rq /cmzj % 'Fellow or Exterior Bollard Parking Lot Bollards 0.6 Ri=d on Interior Structural Truss 0.14 .__h White or Bathroom Gypsum Board Walls 0. _p Brows on Exterior Metal Sign Posts 0,05 Exterior of Concrete Sign Pcst Footings _ a 0.03 The omplete X 1F table is attached to this report. Haley & Aldrich, Inc. January 7, 200E Page 4 RECOMMENDATIONS FOR LEAD PAINT Testing performed on various painted components revealed that several of the roetir s contain small amounts of lead. The paint was found to be in fair to load condition. Although the HUD' lead paint standard classifies LBP as that having >1.0 mg /crr ` as measured by the XRF or >0.5% of lead by weight as analyzed by Atomic Absorption, for the. purposes of renovation and /or demolition work, OSHA defines LBP as any paint containing detectable amounts of lead. Prior to performing renovations or demolition the General Contractor :should be made aware of the presence of LBPs to satisfy the OSHA hazard communication requirements Specifically, contractors should be required to comply with OSHA regulations including 29 CFR 1 :'26.62, Lead Exposure in Construction: Interim Final Rule and 29 CFR 1926.59, Hazard Co imunr at(orr for the Construction Industry. Although lead paint removal is not anticipated OSHA compliance with the lead standard by the General Contractor and affected subcontractors (e.g. demolition) will be necessary. In addition, compliance with State and Federal disposal requirements must also b- met (EPA's Resource Conservation and Recovery Act — RCRA). AXIOM recommends that this recoil be nroveted to the Contractors for compliance purposes. If you have questions in regards to this inspection please feel free to call us. Sincerely, Peter A. Del Sette, Jr. Edward E. Kearney, Asbestos Inspector Senior Project Manager / CIH attachments: EMSL Laboratory Analysis Resutts, AXIOM XRF Lead Paint Table ' U.S. Department of Housing and Urban Development • • EMSL Analytical, Inc. ER/i L 7 Constitl'iion Way, Suite 10',. Wt burn, MA 4180' Y+ht+n0: (7$1 07_$41') ax (78li J'r3 -191?2 Email: novirml trj yfri$1,30m Attrc Peter A. Del Sette, Jr. Customer ID' AXIO81: Axiom Partners Customer Po: 979 Main Street Received: 12121/07 1 1 0 AM Wakefield, MA 01880 EMSL Order: 130•/04778 Fax: (781) 21 -9198 Phone; (781) 213 -6198 EMSL Proj: Project: 01184.052 (EKK ! Former Wendy's Restaurant 1213 King Analysis Date: 12'31!2007 St / Narthhampton, MA Report Date: 12!31/2007 Asbestos Analysis of Bulk Materials via EPA 600/R- 93/116 Method using Polarized Light Microscopy Non - Asbestos B; u4239. Sampie Location App'varance % Flbro 0 A , Non- Fibrous % 7 yaa 12207.09 -01A Carpet Mastic Yell; •N 100% Nor - fibrous ,other) No Dater:tad AU7o41 (8 -00c� N on Fibrous Homogeneous - '2207- 09.016 Carpet Mastic Y !lo- 100% Nor - fibrous (other! None Detected 7 , 7/74 r78-110f)2 N %n Ibroue Hem geneous 122,7- 00 -D2A Quarry Tile Mastic E•nOwn 100% Nor-fibrous jother) None Detected r:iO7a. •rwu0O3 Ncn- Fibrous Hanl,cgeneous 12207- Oi''028 Quarry To Mastic Brown 100% Non-fibrous (other) None Detected 17114tin -i+.04 Non- t , brous nomcgeneo - • 12207-0g-01 Quarry 'Ile Mastic Gr r/ 100% Nor- fibrous ;other) None Detected taUiwryer -OD05 Nor: - Fibrous Hrnncaeneaue. 12207- 09 -D3B Quarry rile Mastic Gray 100/ Non- fibrous ,older) None Detected 730 704778.0006 Non-Fibralt Horncgeneous 122D7 09 - 04A t?eh1fou :ed Yellen 100, Non- fibrous (0001) None Detected ;101047 /6.000? Fibirgli Panel Non - Fibrous Mastic Homogeneous 122D7- 09 -O48 Reinfor red YWIOW 100% Nnn- fibrous (other) None Detected 130704776 - 000N Fibergk,es Panel Non Mastic homogeneous • Analyst(s) Matthew Parry ('O Todd erdozci, Laboratory Manager , ?her approved eignatoiy 0„„ I0 maU17 jci'tiOn +tl+ Hlons lahrram 171 PLM, sib, o1oa M o n t in Jimrna O,N baloW the raaOlUtICn Ce rolti'.y of PLM mai not be detrnLad rrol o ' i7OiiOw 00 a 1 Yn of nano 00100:00 may •ryulr0 000'lcr 'amity by TEM u: aw4lmr owbototta gu.n1I114a. TOO Oboe ` tuit roport rolht0:: ono :c nu loom: Ieoed. ?1d play 101 an •'nuJUCUC In anyi0rrn 00! !1700! $m ;morns watIJn hpprov0+'f ! MS'. Analytitral, In, ENSL'a AaWIlyy la IMd160 :01170 cost 0'..nnolyal4, EMBt.7''01•- • no rooponabdily for o- r,ple, collmUn ut.1146a 4 47Atyll701 mu:nad I mAnt ons. b116rpr0t0don an u' r 0' tee! rataXia 0r. Um Aunpunalblilb' Of 7110 0linnt8tonpl)11 r C01V'0d 70 0000 C0P' -n team.; othurwlou NVLAP t.00 C00'• tc 14' -0, AII•IA II ILA '180179, MA AA00018B W �.• PLM -1 E11 SL Analytical, inc. 7 Constitution VVay, Suite 107, Vt'olburrt, MA 01601 Wnnn� ( 781 ) 035 -84•1 i =,Ix: (70'l) 933.114 Email .tt l_t1Wr n• - 0131 Attn: Peter A. Del Sette, Jr. Customer I1) AX OBC Axiom Partners 'ustomer PO. 979 Main Street F:. +calved: 12/21/07 •1;30 AM Wakefield, MA 01$80 :1 '1307047 B Fax: (181) 213 -9198 Phone: (781) 213 -9198 Ef 1SL Praj Project: 01184.O52 (EKK / Former Wendy's Restaurant /203 King Analysis Dais 12!31120 :17 St l Northhampton, h4A Report Data: 12/31/21:07 Asbestos Analysis of Bulk Materials via EPA 600/R- 93/116 Method using Polarized Light Microscopy Non- Asbestob Asbestos Sample Locatior Appearance % Fibrous % Non.Fil-rottg °/ Type 12207- 09 -05A 2x4 CT BrowniWhite 35% Cellulose 30;', No -'lbr us (other) None Detected aur04r/e -0000 Fibrous 35% Min. Wool Heterogeneous T 1220/- 09 -05B 2x4 CT Brawn;W hitta (Wier) 35% Cellulose 30% Non- f,Sroue ( ier) None Detected 1307ag77auort Fibrous 35% Mn. Wool Heterogeneous 12207.09 -06A CT Brow /While 10% Cellulose 85% Non - fibrous /ot::u) None Detected 197704 -W111 Fibrous 5% Glees Heterogeneous 12207- 09 -06B CT Brown/W hlte 10% Cellulose 85% Nan fiorouti (other) `tone Detected 1,3tfy04rta -0012 Fibrous 5% Glass Heterogeneous! 12207- 09 -07A Gypsum t' lard Brown /White 10% Cellulose 65% Non- fibrous (othel) N' ne Detected r3a7ucY7E - on13 Fibrous 6% Glass. Heterogeneous .107.09 -07B Gypsum Coard Brown/White 10% .eliulose 85% Non - fibrous tomerj aj ^ne Detected - 0,'94litl -G014 Pbrous 5% 51ess Heterogeneous 12207- 0B -08A JC w/ ;r ,l .07A White 100% Nor, - fibrous !other) Nrtie Detected — 1307u4!itr -oo15 Non - Fibrous I•Iomogeneou: 12207 -09 -088 JC w Sr $078 White 100% Non - fibrous ;other) None Detected r507047ye.uute Non Fibrous Hornegeneous ArLilygl(S) ... • 1.40 "law Peerry (30) Todd Nsrdoz1i, Laboratory Menge or other approved signatory DU O 10 rn, an1Noa8un ilnlltot,orsi Inhorun: n PLM, or.:hneloe 1Lurr fit dl!'nei c - t+okuy Zhu r01 cap ,Vrty of Pal Indy dot be 4OtoCt0C. ta.t mplee rvy - lWdl Ud 4'1% Pr 100C:. 7/!00:00 m uy rnqulr oJJitLOnN tooting oy 1c curllinn anc �,Wa gUOn!Ittes, 'rho oho' �� tool wport rniutee only to,' !tense Ieec01 Imo m ay rot bu ruproducou '.n qtly torn! MONA the express wntton opor .val ur ?N81 Analytical, Inc CNSL'a Ifat :,y Ix ItrdterO lo rho coot -' on]ly;l.. EMSL boat no r- tpuuaibllfy For O 11 IQ roupetion act hro ur analytical mothod l'mltatlun:. Inrorpratation nti u,to of toot results b err the oponaib 4y or toot clienteem61oo r000IVn '• o n good condition a ■ 1 810 08x118180 not88, V4AP Lab Co. :o 16114' -9, AMA MLA 1001'r s, criri :11000188 PLM -1 2 EIVISL Analytical. inc. FtkfhRIi 7 Constitution tt4riy, Suite 107, VVoburri, NIA 01811'1 F'!rGrle: (76.1) 933 -b411 Fax; ( -snail: 49.;ju 11 1,11 0(tko.a1.6L�1T1 [.,�..«,:.... ,,. ,. ,. , ...., ....�+., ..•.. -, fir*. -_, , t Peter A. Del Sett(, Jr. Cur;tornt §r ID' AX1080 Axiom P;,rtners Customer PO: 979 Mir Street Received: 12/21/07 11;30 Alo Wakefield. MA 01380 EMSL Ordor: 130704778 (781) 213.919 Rhone: 4,781) 13 -9198 LMSL Proj: ?r ikoty 01164.052 (EKti Former Wendy's Restaurant 1203 King St 1 Northhampt- ' ^1A Analysis Date: 12/31/2007 Report Qatar 12/31/2007 Asbestos Analysis of Bulk Materials via EPA 600 /R- 931116 Method using Polarized Light Microscopy Non- Aalbcstos Asges[os $an Location Appearance 'ix Fibrous % N•)n FIbrous ".4. Type 122)7- Q9 -09A Ext Wind Windaq Brown 100% Nan- fibrous (other) None Detected 1300 47/8.10.7 Caulking Non-Fibrous Homogeneous 12 '7- 09-098 Ext Wlnooe Brown 10056 Non•t hroub (other) None detected 13171 ,771 -0014, Caulking Non - Fibrous Homogeneous 1220'- 09 -10A Ext Door :€ eking Brown 100% Non -ficr. us (other) None Detected rairuarrd.00te Non•Fibrous Homogeneous 12207.09 -108 Ext Door C, liking Brown 100% Non `ibrou (other) _. Nor,e Detected 1307047761-MO4D Non- Fibrous Homogeneous 12207 -09 -f 1A COV@ Base Mastic Yellow 100% N:m- tIOnr other) None Detected t3ora4:761 -eo21 Non•Fi) ous Homogeneous 12207.09118 Covt3 Basta Mastic Yellow 100% Nor ■rlbrup (other) None Detected 7307047741-u022 Non•Fil: i ous Homogeriaous 12207- 09 -12A Roofing Material Black 30% CL411ulose 50% Non- fIbrou' -other) 20% Chrysotile J3d'O4778.0023 Fibrous Heterogrmeaus 12207 -09 -128 Rooting Matarlal Stop Positive (Not 1307:14 ?(1-0024 Analyzed) AnalyS3(S) Matthew Periy (30) Todd Nerdozzi, Lai .oratory Manager or other approl ad s gnulary Due la 01emniNcialan Idn /aba78 intlorunt fn PLM, acbablub 9ber4111 CO3o buiow !ha nmulutln11 copablllly of ALh1 may ml pri dolontnd. 9urrplbn a(rirt0! as <1% or none JtlWC'uU may fligallro addiilorlal itietin0 oy I M to 4M1Ndirol aebablo$quandtlo :. r. abovr tout rap011 rrldttei or y to the Marra -abide end mor nat to reprudthAttl in any - -mn wilh>ul the oxpi wrttan approval of 3MSC Adsiy /1471, no. EMSL'r HAWN 1 llmrtad lo thr , oslof snalyttiv. EMSL NW: na reeprvnuibillty for sump 11 eolluciio , acAvidei or Aral• or elhuil dlnflatQr, . IrtturtilVntlan and uba 1114:1 rosults am the raeponbibllA301 MO chant 1z tiaiiipliz ruaelved In NW COnd 'on unlnbb ailrm1ibe rated. NVLAI Lctb LpCa 701147 -0, NHA INLAY in rd aAn AA,iL01N6 PUI1I - Xitiz PAINT TESTING RESULT; 1-----Former Wendy's Restaurant 203 King Street, Northampton, MA LOCATION SAMPLE ' SUBSTRATE; PAINT 'my' READING COLOR COI)1 TYPE CONDITION (mg /t m Dining Room C 014 I 0.110 White Dining lt,: -om WC M 1 — 5.0 Brown Dining Room LW GB 1 0.0 White _.._ Dining R ,tmi –_ CR W 1 _ 0.0 Bloc — fining Moan =o Kitchen 1) Plastic t _ U.0 � Beige Dining Room Kitchen IX W t — 0 0 Beige , W W 3 0.0I _ White w.... Kitx hen Stove Hood M 3 0.0 Yellow Kitchen Stove 1loud — M 3 —W T 0.1 orange — �_ I Kitchen W w i 0.') Oran�;e lj Rcar Hour D M 2 0.02 — 13ruwn 1 I Drink Plums Area ID W l 0.J brown -- Drive -Up Cashiers Area LW _-_ GLI 3 i.i) White —_ Dining Room Ceiling; Trim Trim W I -- rt.() Beige i Brlthrot:m D W 1 t. it Brown Bathroom W GB 1 0 t7 White Above Ceiling Truss M 1 � 0^ }— — – Red _� Dining r Tr'i,tt W I U liril g, Room Ceiling, "trim _ Dining Roam Ceiling "Prim trim W 1 0 aloe. �xti:rior WC .�.. M 1 t 0 Brown – Exterior Sign Post M 3 0,0 :- Brown Exterior 13 M 3 C, G Yellow l:xterinr Lamp Posts Irtbonngs C Y 2 0. Concrete 1 SAMPfa; COI1k BB- Baseboard; ti- Uol1anla't3utupers; Ci 1'- Cttsingr"; rnn; C'.1,-C'eilutt; C:R -C :mile 12ui1; ikf)twr; IX -r)oor Casing; 0J•07cr Jamb; DW -Duct Work: E- Ly-ripim nt; FL-F1nnr; HR- Handrail; i4VAC- FansiAir t limiters. P- Piping; R- flailing; RU- Radiator; RC-Radiator Cover; SR-Stair Baluster:; SH- Shingle iSidiug; SR- Stair Ris r; SS -S ai, Stongor; SR -Stair Railing: S'r. Stair Tread; STC- Structural Column; S'1'1!- Stnicturul Balm; S I'M-Structura M fit' -Wall: 1.1W-lLp' . r Wall; LW -Lower W4II; WSI l- Winduw Sot); WC- Window Casing; WSL- Window Silt 5 _lBs r11A'1t CTL E' 1V -Wood: CI-Gypsum Boatel; ("-Plaster, C- Cuucluto; Cat. Concrete (duct;; 1'A- fquiuling; T•' M- Metal; R -Rri k; lf- unknown PAINT .QNQITI(1N; x u Und:ena -- ed I'- 5% daina, 2 g g ( S ° f 1 to S; 1 K 1') ; � — Slight I butt;: r. b• 15 % fi'an4t • •) ; 3 — Moderato Dwua c (I y -35.t 1 au7a c) ; ■ " 4 - Extensive Dunlop 616.5C% Damage) ; S — Su rure ltatn,tgo 4 •5V Dutnubt ) I MSIL Analytical, Inc. GIVi -L 7 Constitution V1I y, Suite 167, Woburn, 1VIA 01801 Phone: 17011 03.0411 I'wt: (711) 933 -b41i Ermiil' pn;gtgr1144Jirlt'pai3O061 Ann: Peter A. Del $Il:tte, Jr. Cusromar ID: AXI080 Axiom Partners Customer PG: 979 Main Street Received: 12/21/07 11:30 AM Wakefield, MA 01880 EMSL Order: 130704778 Fax: (781) 213 -9198 Phone: (781) 213.8198 F MSL Proj: Project: 01184.052 (EKK / Former Wendy's Restaurant 1203 King A nal a t1341.6: 12/31/2007 St! Northhempton, MA ys l Report Dater 12/31/2007 Asbestos Analysis of Bulk Materials via EPA 600/R 93/116 Method using Polarized Light Microscopy Non-Asbeetor. Asbestos $ample Location Appearance % Fibrous % Non- Fibrous /. Typo 12207-09-13A Metal Flashing 8Iack 95% Non - fibrous (other) 15% Chrysotho 1ad?94719 -0c25 Sean Sealant Fibrous I- iornogeneoLlS 12207.09 -13B Metal Flashing *ton Positive (Not ,/074778 -0026 Seam Saloon Analyzed) 12207- 09.14A Roct Flashing Black 25% Glass 75% Non•fibro is (other) ^ None Detected +3070,778 -ozr Material Fibrous Heterogeneous __ 12207-09 Root Flashing [clack 25% Glass 75% Non- fibrous, (or . ) 9 Nane Detested ,37704'7•-16.01)2b MetCYl FibrOUS Heterogeneous 12207.09 -15A Paper Und Metal Black 35% Cellulose 65% Non- fibrcuS lather) None Detected "3971477(1-0029 Ro Pibrocs Homogeneous 12207.09 -158 Paper Und Metal Bleat 35% Cellulose 85% Non - fibrous (other) _ None Detected 7307047713•0Ca4 Roof Fibrous Homogeneous AnelysKbl 7 -- . - -_- Matthew Perry (30) Todd Nardazzi,l_aboratory Manager or other approved signaIur D m&q, dticatlan Ilmilsolitais :*i reel to PL4I BipoSIus N o m tcl i r form unlovr rho rbaohitlon 'flpabliily of RA( may nut bu Jolucte0, Snmploc •Ported aor , 111, or +tono do-raace ■fly 164ulro 0dpdonal lentby by T@M b roMmn a7b13e guar llroa. The nbuY410101 wort rolbtoa on: to the itnrr mound and Ivey not bo r produeao , any loon Without too oiprt t . •shin Z of EMSL API 1hc• ':MSL. atlgy in y-+d kr i cante r *permlb0ltor az COIIortlon =Iva,: - r at elyttCW lholhotl Oil lotion;. turpu o etlon ul . nd ut:n ul Iae1 ro;t AI's IIHr ro;p of t IWoL$m npini or rYC ehfytYa � UMt1 I1 O poop S1 - co to � altrola y f lat< rtoe 4, IWd, L: LAP Lab Co 'o let 147 -0, AII4A IHLAP 160179, MA AA4aO _ — PLM -' THIS IS THE LAST PAGE OF THE REPORT. 4 Maley & Aldrich, Inc. January 7, 2008 Page 2 Bulk samples were analyzed for asbestos content using EPA Method 600 /R- 931116: 1ntenm Method for The Determination of Asbestos In Bulk Insulation Samples found in Appendix A to Subpart F in 40 CFR Part 763. The chain of custcdy for these bulk samples is attached to this report. of the thirty (30) samples collected, two -12) samples contained greater than one - percent asbestos content by visual estimations, Materials containing greater than one percent asbestos are considered "asbestos- containing" under both federal and stag regulations. The table below contains the results of the bulk material sampling. Table I Identified Asbestos Containing Materials LOCATION MATERIAL .- -- QUANTITY Roofing Main Field_ -2,400 SF _i Metal Fla Seam Se alant Edges _ of Metal dashing i _.. - 50 LF J Table 2 below lists the non - asbestos- containing materials identified during this inve tigation; Table 2 Identified Non - Asbestos Containing Materials LOCATION TNYA/041111.1•14110MIPP MATERIAL _ j D i ni ng R oom Carpet Mastic Seery Area ry brown Quarry Tile Mastic ,_ Kitchen and Prep Area Grey Quarry Tile Mastic _ Kitchen and Prep Area Reinforced Fiberglass Panel Mastic ' Dining Room Fis;iured 2'x 4'Ceiling Tiles Kitchen and Prep Area Smooth Ceiling Tiles_ Interior Throughout Gypsum Board and Joint Compound Exterior Doer Cases I Exterior Dior Caulking __ Exterior Window Cases Exterior Window Caulking _ _ ____ h Dining Room Cove Base, Mastic Edges of Roof Roof Flashing `_= ` Under Metal on Lower Side Roof Paper Valor Barie DISSCUSSIONS AND RECOMMENDATIONS ACMs were commonly incorporated into structures built prior to 1982. rhe pretence of ACM does not necessarily imply that building occupants will experience any health hazards. Most misconceptions about ACM and the potential for increased health risk aro a result of poorly presented information and the general public's anxiety arising from a misuncerstarling of such information. In addition, no regulations exist which require removal from buildings in use. Federal regulations require that for buildings to be demolished, or in areas of a building that will be demolished through renovation, asbestos materials must be re:roved prior to construction /renovation work. ca A MAIN OFFICE; .79 Main Street r Wakefield, Mauee - r,usetts 01880 aXleiM (781)213-0198 (781) 215 -8992 !=ax v' BRANCH OFFICES, 4 PFluat Terract Plymouth, mdstacnusetts 02360 {508V 7 45-21F , (i08; 732 021+' Fax 10 aennord Dove Derr v. New 1 13036 January 7, 2008 (6(3') 434 -52 (609) 434 -51 ' Fax vwvt 3.0017161 . com Mr. Edward Hynes Haley & Aldrich, Inc. 200 Town Centre Drive, Suite 2 Rochester, NY 14623-4264 RE: Pre-Demolition Survey for Asbestos Containing Materials (ACMs) and Lr id -Based Paints, (LEPs), Former Wendy's Restaurai t, 203 King Street, Northampton, MA Dear Mr. Hynes; Axiom Partners, Inc. (AXIOM) performea a pre - demolition survey for asbestos containing materials (ACM's) and lead based paint (LBP) at the above referenced location. The investigative survey was conducted on December 20, 2007. The inspection :gas performed by experienced and Massachusetts Division of Occ,apat enal Safety (DOS)- Iicer-ed Asbestos inspector Peter A. Del Sette, Jr. (MA License # Al 61264', DESCRIPTION he former Wendy's Restaurant is approximately 2,400 squirm feet. It is a metal framed, one - ory building with a flat roof and a lower side roof over a sunroom section of the dining room. ir`erior finishes in the dining room and baths are typical and include carpet over coney te, painted ar l /or wallpapered gypsum board wails and a suspended ceiling tile system. The rear sections that houses the kitchen and servery have ceramic mile floors and a different type of E. , ispanded ceiling tile system from the one in the dining room. Large portions of the wails it the retie section are covered with reinforced fiberglass panels with a very small amount of wood pan sling nailed into place. Most of the fixtures associated with the restaurant operations including walk in freezers and coolers had been removed. Wind ows and doors were newer aluminum cased units. Overhead diets provided heating. The exterior was a combination of brick and limited amount of aluminum sic+ngs and soffits ASBESTOS - CONTAINING MATERIALS During the inspection, thirty (30) bulk samples of suspect ACBMs were collected, submitted and analyzed for asbestos mineral type and r,ornent using polarized ight microscopy fPLM) in conjunction with dispersion staining. Bulk sample-= collected during the inspection were submitted to 7MSL Analytical, Inc. (EMSL) located In Woburn, Massachusetts for analysis, EMSL is fully accredited for bulk sample analysis under the National Voluntary Laboratory Accreditation Program (NVLAP) administered by the National Instigate of Standards and Technology (NI;T). Date: 7/3/2008 Time: 10:53 PM To: Scheduler @ 14135629076 Premier Locating Page: L -001 PREMIER Utility Services Date: 07/03/2008 20 :45:25 To: TRUCK CRANE SERVICE INC Fax: (413)-562-9076 ext. Attn: PAUL We are responding to your request z.i locate our facilities in the area specified on T cket #: 20082704489 Street: 203, KING ST Town : NORTHAMPTON Remarks : The described work area is CLEARED for MC MASS ELECTRIC If you have any questions regardirg this report. please call (800) 262 -8600. Thank \ou. Premier Utility Services Please note: There may tie other Utilities or private facilities present in the area owned by the Property owner. This applies to all the above tickets. ****"*"*Private Property Locates Available Upon Request*"********** Page 1 www.PremierLocatingLLC corn PL _Locates6yContractor_Group.rep DT /02/0e c8:1e AY 'D00)000-0000, Adesta LC 01'01 To: TRUCK CRANE SERVICE INC Attn: PAUL Voice: 4135316705 Fax: 4135629076 Re: Response to Big Request This is an important message from Adesta, LLC replying to your request to locate our underground facilities in the area described on the one call center ticket. Ticket: 20082704489 County: Hampshire Place: NORTHAMPTON Address: 203 KING ST Al21: An Adesta, LLC technician has determined our facilities are not in conflict with the dig site information provided by the One Call Centcr. ---- - Thank you. ite: 7/1/2008 Time: 1:55 .PM To: OnTarget Screening e 614135628076 On get Services Page: 001 • 9iv TT141 G .i ei LocatinServices w Services G Y 49 Enterprise Avenue www.ontargetservices.com Gudinez, Mine C4:34.5 Utilit Services te1 300- 548L628 fax?A7. 588,3302 e sueening@ontarget.servioes.com Date / Time 7/1/2008 1:54:31 PM To PAUL Company TRUCK: CRANE SERVICE NC 're!. (41 3)•531 -6705 ext Fax. (413)- 562 -9076 ext. This message is being sent in response to your request for underground cable location. The following r a list of responses for the indicatea member. These reponses only pertain to the specific member. Ticket #. 20082704489 Place NCRTHAMIPTON, MASSAC HU SE I I S Address . 20:3, KING ST 1- COMCAST CABLE -SEMA AREA Ticket Screened on 07f01f2008 This ticket is clear of conflict and has been screened by On Target Utility Services If there are quest, onEi regarding this transmission or if you arrive at the site and have a question about the markings, p,.ease call `1 -8 598 -0628, extension 3347, during normal business hours, Monday - Friday between 7:00 arid 4:30 �s TRUCK i) ,I1 �,fta NI41 PAUL T. LIPTAK, PRESIDENT xT � Demolition 9 t A• L' s "1, Excavating (TICE � ti ° S . / Trucking SHOP (413) 562 -9465 �`- B , 5 FAX (413) 562 -9076 SERVICE INC. PAUL'S CELL (413) 531 -6705 20 Fairfield Ave., Westfield, MA 01085 - 2 - Cy ELA)f-g /ice S / - 2L/0 Opvt Soto 7o go a i eA) 5tirM � � J U-Dc't kAleeL 7S WA>Visit-r F 40/• 5 ) f $ r (au r g St �-c�C_ 1N) 5 -Tw) +� TRUCK CRANE ' til Demolition PALL T. LYP1 Excavating � c • tz " a , o, K, PRESIDENT Mucking ` ` SHOP 41 ) 562 -9465 liV1 FAX ( 562 -9076 --t/1/1 6 SERVICE INC. PAUL'S CELL (413) 531 -6705 2i Fairfield Ave., Westfield, MA 01085 019 t C ‘ 0 F) - i -.- F : -- 4-- -- - P )- - 2! C- /cPb 1/ 1 'III s )o3 1 L G� on E-- Brfc / 0/ 0 /1 ' ;,.1- ____,),..% ---j-4.4o. /-' lsik-) ?orz c tom- 5 M 1) -iv 7 _ 00 „,,, v , ) ,„ rpoit)--- I rid r�atior� � July 2, 2008 Truck Crane Sery Inc. Attn: Paul To Whorn It May Concern, This is to verily that National Grid has removed theelec t , electric servico and s Building King St ,'orthamptc►n , Massachusetts, effective Demolition. S' cerely, Jim Nichols Supervisor Distribution Design JN/ekp • 548 Haydenville Road, Le®ds, MA 3 • www,nationalgrilcom pG�71Z 1'' a 2i3I3W NDlc ^i'�HN Tn 1Tn q Jul 09 08 08 :41a Water 4135871576 p.2 ,—r;-, CITY OF NORTHAMPTON, MASSACHUSETTS '` ^" DEPARTMENT OF PUBLIC WORKS A - ! 125 LOCUST STREET �{ s —=-2 " NORTHAMPTON, MA 01060 T-..5 . 4L3- 587 -1570 FAX 413-587-1576 Edward S Huntley, P E. Director July 7 , 2008 Anthony Patillo, Building Inspector Municipal Office Annex 212 Main Street Northampton, Ma 01060 , M Dear Mr. Patillo: The water service at #203 King Street (Wendy's Restaurant) has been disconnected from the city water main and the water meter has been removed from the premises as 7/7/08. Please contact me if you have any questions. ) Sincerely,�> David Spars Superintendent of Water Cc: Ned Huntley, Dii etor of Public Works Jim Laurila, City Engineer 4 1J/883143 VERIZON PAGE 01 Dispatch Canter 366 State Street Springfield, MA July 22, 2008 TRACK CRANE SRV, INC ATTN: PAUL As per you request, all telephone equipment has been removed from 205 KING ST in Northampton as of July 21, 2008. 1 hope you have a wonderful day. SINCERELY, Kevin Kellerman, DISPATCH MANAGER {acting} CC: Joanie Swanson CurrentSubmittal Page 1 of 1 my homepage start new continue current my profile help log out Current Submittal ,i �.I� ^_ i .�^ :.mac i ...,�� a. *��iet� :t �a E : �ti•, ^�`1 3 t'c16 ,eiei Transaction ID - 189172 Step 1 ✓ BWP - Demolition Form for AQ -06 Step 2 ✓ Acceptance (Signature) Step 3 ✓ Payment Step 4 ✓ Summary & Receipt MassDEP Home Contacts Feedback Tour Privacy Version: 6.5.1.0 https: / /edep.dep. mass.gov/ restricted /webpages/CurrentSubmittal.ASPX 7/2/2008 Li Massachusetts Department of Environmental Protection • Bureau of Waste Prevention • Air Quality 100074582 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project, were the structure(s) surveyed for the presence of asbestos containing material (ACM)? ✓, Yes 111 No If yes, who conducted the survey? Axiom Partners Inc., Peter Del Sette b. Survey ______.._, !A1#61264 c. Division of Occupational Safety Certification Number !07/21/2008 109/21/2008 7. Construction or Demolition: a. Start Date (mm/dd/yyyy) b. End Date (mm /dd /yyyy) 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: c ( seeding i paving b. If other, leases i ✓ wetting !_ shrouding please j covering it j other 9. For Emergency Demolition Operations, who is the DEP official who evaluated the emergency? NA a. Name of DEP Official NA b. Title c. Dataimm /dd /yyyy) of Authorization NA d. DEP Waiver Number D. Certification I certify that I have examined the `P aul T. Liptak tak P o above and that to the best of my a. Print Name sEmeseno knowledge it is true and complete. The signature below subjects the b. Authorized Signature signer to the general statutes President ====o regarding a false and misleading c Posdion/ritle statement(s). -o Truck Crane Service Inc. d. Representing i { 01111•11111111■ e. Date (mm /dd /yyyy) 0 a EMMIEMMINEI uswou ag06.doc • 10/02 BWP AQ 06 • Page 3 of 3 1 Massachusetts Department of Environmental Protection 111. Bureau of Waste Prevention • Air Quality ;100074582 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition Staterment: B. General Project Description (cont.) asbestos is found during a 4. General Contractor: Construction or Demolition ;Boss Contractors Inc. operation, all responsible parties a. must comply with 581 N.H. Route 119 310 CMR 7.00, b Address 7.09, 7.15, and 03461 Chapter 21E of the ;Bindle_ General Laws of c. Citylrown d. e. Code the Commonwealth. (603) 899 -9630 This would include, but would not lu be f. Telephone Number (area code and extension) ._, ... E -mail Address (optional), limited to, filing an !Paul T.Liptak, Pres. Agent for asbestos removal h. On -site Manager Name notification with the Department and /or a notice of release /threat of C. General Construction or Demolition Description release of a hazardous substance to the 1. Construction or demolition contractor: Department, if applicable. !Truck Crane Service Inc. a. Name 20 Fairfield Ave. . ress [Westt field j LMA I [01085 c. City/Town d. State a Zip Code (413) 531 -6705 f. Telephone Number (area code and extension) g. E-mail Address (optional) Paul T. Liptak, President `fin -site Manager Name 2. On -Site Supervisor: !Paul T. Liptak, President TCS Inc. On -Site Supervisor Name 3. Is the entire facility to be demolished? Yes i J No EsEmmEmm EnN 0 4. Describe the area(s) to be demolished: Emeimmim �o Entire facility ini■a■ N _..__ o 5. If this is a construction project, describe the building(s) or addition(s) to be constructed: ° New Taco Bell ° • ag06.doc • 10/02 BWP AQ 06 • Page 2 of 3 III Massachusetts Department of Environmental Protection L Bureau of Waste Prevention • Air Quality '100074582 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition Important` A. Applicability When filling out PP tY forms on the computer, use only the tab key A Construction or Demolition operation of an industrial, commercial, or institutional building, or to move your residential building with 20 or more units is regulated by the Department of Environmental Protection use the - et not DEP , Bureau of Waste Prevention - Air Quality Control Regulations 310 CMR 7.09. Notification of use the return ( ) ty Reg key. Construction or Demolition operations is required under 310 CMR 7.09 (2) ten (10) days prior to any work being performed. The following information is required pursuant to 310 CMR 7.09. B. General Project Description 1. a. Is this facility fee exempt - city, town, district, municipal housing authority, owner - occupied instructions residence of four units or less? " Yes ✓ No 1. All sections of b. Provide blanket decal number if applicable: this form must be Blanket Decal Number completed in order 2 Facility Information: to comply with the Dep rtmennt of Former Wendy's restaurant, brick,1 story Protection a. Name notification 203 King Street requirements of b. Address 310 CMR 7.09 Northampton MA 01060 c City/Town d. State e. Zip Code f. Telephone Number (area code and extension) g. E -mail Address (optional) 2,400 1 h. Size of Facility in Square Feet i. Number of Floors j. Was the facility built prior to 1980? ✓ Yes No k. Describe the current or prior use of the facility: Fast Food Restaurant 1. Is the facility a residential facility? Yes ✓ No so m. If yes, how many units? Number of Units ° 3. Facility Owner: a Yum Brands Inc. 0 a. Name 7250 Parkway Drive, Suite 310 b. Address Hanover 'MD 21076 Ito c. CitvfTown d. State e. Zip Code f. Telephone Number (area code and extension) a. E -mail Address (optional) v Paul T. Liptak, Pres. TCS Inc. Agent for h. Onsite Manager Name ag06.doc • 10/02 BWP AQ 06 • Page 1 of 3 • ACOAD TM. CERTIFICATE OF wIABILITY INSURANCE 1 DAT M D e r PRODUCER PiOne: (41 58 INSURANCE AGE IN M�Y, IN ROGER BUTLER INSS URANC Fax a13-; THIS CERTIFICATE IS ISSUED AS A MATTER 0r INFORMATION C. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5 COURT STREET 1 P 0 BOX 616 HOLDER. 7198 CERTIFICATE DOES NOT AMEND, EXTEND OR WESTFIELD MA 01066 ALTER THE COVERAGE AFFORDED BY THE POLICIES B FLOW INSURERS AFFORDING COVERAGE NAIL It ... --- -- _Aisle!, iesl, 178323 INSURED INSURER A: SCOTT'SDALE INSURANCE CO TRUCK CRANE SCRVICE INC _ -- 20 FAIRFIELD AV INSURER B: AI�EIELLA MUTUAL 1M1Iii3TFIELD MA 0i085 INSURER C. GRANITE STATE INS CO I NNSURERD: _. - • - — INSURER E; COVERAGES . POLiC1ES 0 iN3 UR/W CE @FLO NAVE BEEN ISSUkI 7O THE FN.]URE. . MED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER IPO4:JMENT WITH RESPECT TO WHICH THI8 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. / WIN$ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE i POLICY ERFIRA . --- •_ GENERAL LIABILITY oATEtkitnerrn OATELMMmwYYI LIMES L � — CLS14535E7 01/07/08 01/07/09 EACH JccuRRENCE 6 1.000,000 I - i COMMERCIAL GENERAL LAEILrl. 1 CAMACR TO PENTED 00,000 - � �-� PPE AMES,Nil ayek.te"aI) DE OL T MADE X + OCCUR MED, EXP (Any one person) S _ 5,000 rP ERSCNAL 6 ACV INJURY AI z 1,001,000 G ENERA', AGGREGATE $ 2,O0C,000 GENT AGGREGATE LIMIT APPLIES PER, PRODVo s.cOMP /OPAGG. $ 2,000,1.'00 r I PRO I !- POLICY � I 1 JECT :I LOC ' AUTOMOBILE LIABILITY ° 55976400000 02113/08 02110/09 cOMarNED sINGLF UNIT —� ANY AUTO I (Ea ecclrJara) t 1,000,000 ALL OWNED AUTOS BODILY INJURY I ' SCHEDULED AUTOS (Per pow) 1$ B �_ X FIRED AUTOS BODILY INJURY X NON-OWNED a,1TCS , [Per accident) S I I-1 __ . _ . i PROPERTY DAMAGE 13 GARAGE LIABILITY I i AUTO ONLY • EA ACCIDENT $ ANY AUTO — I f OTHER THAN EA ACC $ AUTO ONLY: A,3G ii $ -- � EXCESS 1 UMBRELLA LIABILITY EACH OCCURRENCE _iS 7 ...- �.... OCCUR r 1 CLAIMS MADE AC?eGRE3ATE 1 - - I$ -- DEDUCTIBLE i RETENTION $ .___._ - i '1 WORKERS COMPENSATION AN) I WC MTV. mi ' EI/PLOYERS'LUSILITV WC83SSDOD 11N6/07 11116706 TOMYUMITr l C I AMY E.L EACH ACCIDENT '�$ 500,000 PMOPRIETORfiARTNER.sxEcu, MI OFFICERAIEN@EREXCLUDED? I I E.L. DIBEAEE -EA EMPLOYEE _ i 8 500,000 IrYFe, deu "' E,L. DISEASE•�DL:CY LIMB 6 ib. L 500,000 ' SPECIALOIIGASIONS trai7« ! li !OTHER: _ I I J .,.�■J � DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CONFIRMATION OF DEMVLITION LIABILITY, GENERAL LIABILITY, AUTOMOBILE LIABILITY AND WORKERS' COMPENSATION COVERAGE CERTIFICATE HOLDER E_CITY CANCELLATION TH MF`70N SHOULD ANY OP E ABOVE DESCRIBED POLICIES BE CANCELLED BEPQHE THE R PTNN EXPIRATION DATE THEREOF, THE ISSUING INSVRER WILL ENDEAVOR TO MAIL 10 , IAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, jr @ FAILt,RE T, ROOM 100 TO 00 B0 SHALL IMPOSE NO OBLIGATION OR LfASS-ITT OF ANY KING UPON THE INSU' :ER. MA 01 080 i`S AgEN7S OR REPRE9ENTATiVES, ^ + -1 - : D REPRESENTATIVE ACDRD 25 (2001/08) Certificate # 3843 @ ACORD COR.PORATI0N 19)36 - * . ` " ' . Versionl.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing ' Proposed Required by Zoning This column to be filled in by Building Department Lot Size — -- -----------�----------- | --' -------------- |rnmtagc Setbacks From --- --- -- r -- _-- ---� Side L: R ---- ��__� B�___` �� ^_ r --- . Rea --'—~ )��-- Building Height r --- �--` � --- Bldg. Squar Footagc . --- � F� % �—�� - ----� �' �� „ , , „ Open Space Footage % r --- _ (Lot �mi"mmug &.�eu L� ��- �� parkin g) #ofPvdk g Space „„--, --„., �---' F : -- - - -- -��------------ '�—�-- —� —'- volume &uocuu"o ) A. Has a Special Permit/Variance/Findi ever been �suedfor/on the��? (3 �� NO \_� DONTKNOVY C�J YES \~� ___-____'_ IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? �� NO DONT YES \~� / --'---- IF YES: enter Book ` Page and/or Document# ___-____ �� B. Does the site contain a brook, body ofvvaterorwetlands? NO ��KJ DONT KNOW CD YES \^� �� IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained /-� Obtained /�� Date \~� , �_ ____�� C. Do any signs exist on the property? YES 0 NO �� IF YES, describe size, type and location: D. Are YES y NO /—\ ` � �-� \�� IF YES describe and o location: ' size, type mca : /,-- E. v0||theconstruntionoctivdydisturb(deahng.g/ading.oxcaystion or filling) over 1 acre ar is it part of a common plan that will disturb over 1 acre? YES /�� NO /—� �� J ��~�)�� ' �' � ��. . °�~ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. ~ Versionl.7 Commercial Building Permit Mav 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date Signature Telep e 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility V 0 Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Ad ess Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: X31 r'' i ... �7 Responsible In Charge of GenStr Lion ]:?..iV1 (..t T 01--) 1 }t 1 &3 i /� . s after frie Signatur: Telephone x"31 -� 70s' Version1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Enter a brief description here. Of Proposed Work: p t > � g D 3 P�- L SECTION 5 - USE GROUP AND CONSTRUCTION TYPE PPS -P,E. MC' r-' / F(D . i? USE GROUP (Check as applicable) CONSTRUCTION TYPE • A Assembly ❑ A -1 ❑ A -2 0 A -3 II 1A I ❑ A -4 ❑ A -5 ❑ 1B I ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I t ❑ F Factory ❑ F -1 ❑ F-2 ❑ 2C I 0 H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1 -1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 0 R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: t' 0 S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BU DING UNDERGOING RENOVATIONS , ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): .,., SECTION 6 BUILDING HEIGHT AND A' A BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 15 1s 2nd 2nd r_..... 3rd / 3rd 4 _. 4 m Total Area (sf) Total Proposed New Construction (sf) Total Height (ft) Total Height ft ( 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system - �� 9 �� __ , . vrrsiool.7[onnocrcbU Building Permit May l5.2O0O Department use only City of North mpton status of Permit: Building Department Curb Cut/Driveway Permit - 212 Main Street Room 100 VVater/Well Li ;to Northampton, MA 01060 Two Sets of phone 413-587-1240 Fax 413-587-1272 Plot/Site APPLICATION TOCONSTRUCT � - , ` ' OTHER THAN A ONE ORTVVOFA��YDVvELUNG - --' — | DEr ~,'� ��^ ^ [ "� � SECTION 1 - SITE INFORMATION Ths sect to be completed by office 1.1 Property Map Lot Unit 03 , ._"tx/62 Zone Overlay District District CB -------------------------'—� �=��ommo oo o SECTION 2 - PROPERTY OWNERSHI AGENT u1 Owner cxRecor � - ____-______ ivw44 725z) 3/o Name (Print) Current Mailing Address: _____-_-_ __( Signature Telephone 2.2 Authorized Agent: /"=P/ J- . � �_ �� - ,�� c�� c**�� Name .• Curre Mailing Address: F 4 F a /O Signature - Telephone SECTION a-EGTMxT COSTS Item Estimated Cost (Do!iars) to be Official Use Only completed b gfarndapp|icant 1. Building � ---------- ----'------ (a)oui|dingPonnitFee ------ — ------ 2 B��hou| --- ------—` (b) |Co��of ��' -------- � �� =""'�=='"� � ' r v - =-^ / eonstmr�*��om�D +~�°`~~ ^ ____~-___ _-_-- 3 . Plumbing P| � BuUdivgPonn�Fee / 4. Mechani . (HVAC) - ----- ------'-- �--- ------ -- 5. Fir- ^roteudon •. otal = (1 +2+3 + 4 + 5) Check Number ZOO, CIO �� 3 �� This Guo�onFor Of�x�|Use Onm '" _^ ' ~° `/ Building Permit Number Date Issued Signature: Building Commissioner/Inspector mBuildings Date File # BP- 2009 -0089 APPLICANT /CONTACT PERSON TRUCK CRANE SERV INC ADDRESS/PHONE 20 FAIRFIELD AVE WESTFIELD (413) 562 -9465 PROPERTY LOCATION 203 KING ST MAP 24D PARCEL 329 001 ZONE HB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT FPaid t Building Permit Filled out Paid ti `3 / $o 6. 14 Z00,00 Typeof Construction: Demo restaurant building New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 074442 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOyMATION PRESENTED: pproved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay 7 /s0/off' of Building g O ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. BP- 2009 -0089 GIS #: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: demolition BUILDING PERMIT Permit # BP- 2009 -0089 Project # JS- 2008 - 001479 Est. Cost: Fee: $200.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: TRUCK CRANE SERV INC 074442 Lot Size(sq. ft.): 22520.52 Owner: TACO BELL OF AMERICA INC Zoning: HB Applicant: TRUCK CRANE SERV INC AT: 203 KING ST Applicant Address: Phone: Insurance: 20 FAIRFIELD AVE (413) 562 -9465 W ESTFI ELDMA01085 ISSUED ON: 7/30/2008 0:00:00 TO PERFORM THE FOLLOWING WORK: Demo restaurant building POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 7/30/2008 0:00:00 $200.0037806 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo Stone Lined Outlet Protection Area The areas shall be inspected at least once per year to ensure that they are operating as intended. The outlet structure shall be inspected for evidence of clogging or outflow release velocities that are greater than design flow. Areas to be inspected shall include: subsidence, erosion, cracking or tree growth on the embankment; damage to the emergency spillway; sediment accumulation around the outlet; inadequacy of the inlet/outlet channel erosion control measures; changes in the condition of the pilot channel; and erosion within the basin and banks. Any necessary repairs shall be made immediately. Winter Maintenance The stone lined outlet areas shall be kept clear of snow and ice and shall allow flow to the basin during all seasons. Snow shall not be plowed into the infiltration basin or in any way decrease the capacity or functioning of the infiltration basin. Stormcentor® treatment chamber Stormceptor® units should be inspected every six months and cleaned when the sediment level reaches 8" in depth. If regular inspections are not conducted, Stormceptor® units should be cleaned once a year. Stormceptor® units should also be inspected following a spill event. All oil captured by the Stormceptor® should be removed. Maintenance of Stormceptor is performed using vacuum trucks. No entry into the unit is required for maintenance of the spool insert, inlet insert or the smaller disc inserts. Entry to the level of the disc insert may be required for servicing the larger disc insert models. DO NOT ENTER THE STORMCEPTOR CHAMBER unless you have the proper equipment, have been trained, and are qualified to enter a confined space, as identified by local Occupational Safety and Health Regulations The following procedure should be implemented to clean out the Stormceptor: 1. Check for oil (using a dipstick tube) 2. Remove any oil separately using a small portable pump 3. Decant the water from the unit to the sanitary sewer using a portable pump (prior approval is required from the sewer authority/municipality) 4. Remove the sludge from the bottom of the unit using a vacuum truck 5. Re -fill the Stormceptor with water where required by the local jurisdiction Sediment and debris shall be removed by mechanical means Disposal of the accumulated sediment and hydrocarbons must be in accordance with applicable local, state, and federal guidelines and regulations. Record Keeping and Annual Reports Records shall be maintained by Taco Bell of America Inc., at their offices as described above and shall document all routine and emergency maintenance work performed by Storm Water Compliance, LL C, 8 Blue Moon Drive, North Yarmouth, ME 04097, (www.stormwatercomp.com) to the stormwater management system and shall bear the signature of the individual supervising the work. Annual reports documenting the inspection and maintenance of the stormwater management system shall be certified by Registered Professional Engineer and submitted to the Northampton Department of Public Works and the Northampton Office of Planning and Development no later than October 1st of each year. Attaclunent A: Stormwater Facility Maintenance Schedule Page 3 of 3 A Sediment Forebav Inspect forebay semi - annually to ensure that it is working in its intended fashion and that it is free of trash and debris. Remove and properly dispose of any accumulated sediment or debris as needed. Inspect the embankments and outlet for settlement or signs of slope erosion. Stabilize the floor and sidewalls of the sediment forebay before making it operational, otherwise the practice will discharge excess amounts of suspended sediments. When mowing grasses, keep the grass height no greater than 6 inches. Set mower blades no lower than 3 to 4 inches. Check for signs of rilling and gullying and repair as needed. After removing the sediment, replace any vegetation damaged during the clean -out by either reseeding or re- sodding. When reseeding, incorporate practices such as hydroseeding with a tackifier, blanket, or similar practice to ensure that no scour occurs in the forebay, while the seeds germinate and develop roots. Vegetated Infiltration Basin: This will be inspected within the first three months after construction; thereafter the filter will be inspected 2 times per year to ensure that the filter is draining properly. Mulch and vegetation should be refreshed, pruned, or replaced annually. Any undesirable woody vegetation or accumulated sediment must be removed. Inspect soil and repair eroded areas annually. Re -mulch void areas as needed. Remove litter and debris as needed. Treat diseased vegetation as needed. Remove and replace dead vegetation twice per year (spring and fall) Filtration Maintenance Schedule Activity Time of Year Frequency Inspect & remove trash Year round Semi - annually Mulch Spring Annually Remove dead vegetation Fall or Spring Annually Replace dead vegetation Spring Annually Prune Spring or Fall Annually Replace entire media & all Late Spring /early As needed vegetation Summer Pretreatment BMPs shall be inspected and cleaned during the regular bi- annual inspections. Clearing Inlets and Outlets: The inlet and outlet of the Infiltration Basin should be checked periodically to ensure that flow structures are not blocked by debris. All pipes connecting the structures to the system should be checked for debris that may obstruct flow. Inspections should be conducted monthly during wet weather conditions from March to November. It is important to design flow structures that can be easily inspected for debris blockage. Annual inspections shall be made that document the rate at which the basin dewaters, the water depth in the basin (if applicable), the level of sediment in the basin, and evidence of ponding or clogging. Annual inspections shall be conducted within 24 hours of a storm event greater than 1 inch over 24 hours. The inspection shall document the rate of dewatering within the Infiltration Basin. The annual report should report the observed values and demonstrate sufficient capacity to fully dewater the basin within 48 hours following the cessation of runoff. If the annual inspection of the infiltration system results in evidence of sediment in the system and failure of the system to dewater as designed, the owner shall repair, replace, or reconstruct the infiltration system as necessary for the system to operate as designed Attachment A: Stormwater Facility Maintenance Schedule Page 2 of 3 ATTACHMENT A Stormwater Facility Maintenance Schedule Name of Project: Proposed KFC/Taco Bell Development Project Location: 203 King Street Assessor's Map, Parcel(s): Map 24D Block 329 Lot 1 Owner of the Stormwater System: Taco Bell of America, Inc. 290 Roberts Street, Suite 203 East Hartford, CT Responsible Party for Operation & Maintenance of Stormwater System SAME AS ABOVE Financial Responsibility for Operation & Maintenance of Stormwater System: SAME AS ABOVE Maintenance Schedule Deep Sump Catch Basin Regular maintenance is imperative to remove the sediment from the sump and any floating debris and products for the continuity of the effectiveness of the structure. When sediments are visible at the bottom of the outlet pipe, the sump is full and needs cleaning. Inspection: Deep sump catch basins shall be cleaned and inspected annually in the early spring. Outlet pipes shall be flushed to point of discharge on the same frequency as mentioned above. Sediment Removal: Sediment should be removed when accumulated to a depth of 12 ", but not less than twice a year. Sediment and debris shall be removed by a vacuum truck. Disposal of the accumulated sediment and hydrocarbons must be in accordance with applicable local, state, and federal guidelines and regulations. Street Sweeping Sweeping should be conducted a minimum of twice a year. Once in the early fall and then immediately following spring snowmelt to remove sand and other debris. Pavement surfaces may be swept at other times, basically for aesthetic reasons, such as in the fall after leaves have dropped to remove accumulated debris. Since contaminants accumulate within 12 inches of the curbline. Street cleaning operations should concentrate in cleaning curb and gutter lines for maximum pollutant removal efficiency. Other areas can also be swept periodically, probably on a less regular basis. Attachment A: Stormwater Facility Maintenance Schedule Page 1 of 3 • • NESS the following signatures and seals: 1 1140 _ e . pany /Corporation /P4�`tnership Name (Seal) By: i�ri s�.A- J/�2 -�/� ,5h L /Is>kh (Type Name) 41-1 rv') Aru/l FQ (Type Title) (� COMMONWEALTH OF MASSACHUSETTS County of Hampshire On this da of �T,µk, , 200f, before me, the undersigned notary public, personally appeared ,Qsp,�:t ie.'.� , proved to me through satisfactory evidence of identification, which was a Driver's License, to be the person whose name is signed on the proceeding document, and acknowledged to me that he signed it voluntarily for its stated purpose. 1 N4 TARY PU : LIC 1 Commission Expires: 74/2.1 CITY O F %)RTHA TON By: Clare iggins, May COMMONWEALTH OF MASSACHUSETTS County of Hampshire On this /5f day of /f (.1•Os , 200e, before me, the undersigned notary public, personally 1/14 appeared Yet C4.'e #4�#4,7;4S , proved to me through satisfactory evidence of identification, which -was a C' Drinr. ense,_to be the persbrr'whose name is signed on the proceeding document, and acknowledged to me that he signed it voluntarily for its stated purpose. j OFFICIAL SEAL j NOTARY PUBLIC • c CORINNE PHILIPPIDES NOTARY PUBLIC � COMMONWEALTH OF MASSACHUSETTS 1 My Commission Expires: it /0 8 f I My Comm. Expires Nov. 10, 2011 Approved ari nn: g O � Ja . S eppars f( y Solicitor Date Northampton KFC -TB OM Agreement.doc — rev. 8/21/2006 Page the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, stormwater systems, berms, outlet structure, pond areas, access roads, etc. Deficiencies shall be noted in the inspection report. 4. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management facilities whenever the City deems necessary. The purpose of inspection is to follow -up on reported deficiencies, inspect the stormwater management facilities when annual reports have not been submitted and /or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 5. In the event the Landowner, its successors and assigns, fails to maintain the stormwater management facilities in good working condition acceptable to the City, and if after notice by the City Engineer to correct a violation requiring maintenance work, satisfactory corrections are not made by the Landowner, its successors and assigns within thirty days, the City may enter upon the Property and perform all necessary work to place the facility in proper working condition and assess the costs of such work and any penalties to the Landowner, its successors and assigns. This provision shall not be construed to allow the City to erect any structure of permanent nature on the land of the Landowner outside of the easement for the stormwater management facilities. it is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. 6. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. 7. This Agreement imposes no liability of any kind whatsoever on the City; and further the Landowner agrees to hold the City harmless from any liability in the event the stormwater management facilities fail to operate properly. 8. The Landowner, its successors and assigns, including any homeowners association, shall provide stormwater management easements as necessary for all areas used for off -site stormwater control, preservation of stormwater runoff conveyance, infiltration, and detention areas and facilities, including flood routes for the 100 -year storm event, and access for facility maintenance and inspection. A list of easements with the purpose and location of each shall be specified in Attachment B. The Landowner, its successors and assigns shall record all easements in the land records of the Hampshire County Registry of Deeds, Commonwealth of Massachusetts. 9. The Landowner, its successors and assigns, shall notify the DPW of any changes in ownership, assignment of financial responsibility, reconstruction of the approved stormwater management facilities and /or amendments to the maintenance schedule described in Attachment A. The maintenance schedule described in Attachment A may be amended to achieve the purpose of the Northampton Stormwater Management Ordinance by mutual agreement of the DPW and the Landowner, its successors and assigns. Amendments shall be in writing and signed by the DPW and all responsible parties. 10. This Agreement shall be recorded by the property owners or at the property owners expense among the and records of Hampshire County, Commonwealth of Massachusetts, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any homeowners association. Northampton KFC -TB OM Agreement.doc — rev. 8/21/2006 Page STORMWATER MANAGEMENT OPERATION, MAINTENANCE AND INSPECTION AGREEMENT City of Northampton, MA Department of Public Works �1� J (413) 587 -1570 `' V THIS AGREEMENT, made and entered into this k day of S , 20eKby and between (Insert F ill Name of Owner) TACO BELL OF AMERICA, INC, hereinafter called the "Landowner ", and the City of Northampton, hereinafter called the "City ". � • m WITNESSETH, that WHEREAS, the Landowner is the owner of certain real property at (Street Address) 203 KING STREET as described as (City of Northampton Assessors Map /Parcel /Lot Number) _MAP 24D, BLOCK 329, LOT 1 as recorded by deed in the land records of Hampshire County, Massachusetts, Deed Book 9342 Page 188 hereinafter called the "Property ". WHEREAS, the Landowner is proceeding to build on and develop the property; and WHEREAS, the Site Plan /Subdivision Plan known as PROPOSED KFC /TACO BELL RESTAURANT (Name of Plan /Development) hereinafter called the "Plan ", which is expressly made a part hereof, as approved or to be approved by the City, which provides for the conveyance, treatment, and /or detention of stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, its successors and assigns, including any homeowners association, agree that the health, safety, and welfare of the residents of the City of Northampton, Massachusetts, require that on -site stormwater management facilities be constructed and maintained on the Property; and WHEREAS, the City requires that on -site stormwater management facilities as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including any homeowners association. NOW, THEREFORE, in consideration of the foregoing premises, in accordance with the Northampton Stormwater Management Ordinance (Chapter 281 of the City's Code of Ordinance), the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The on -site stormwater management facilities shall be constructed by the Landowner, its successors and assigns, in accordance with the plans and specifications identified in the Plans and documents reviewed and approved by the Northampton Department of Public Works (DPW). 2. The Landowner, its successors and assigns, including any homeowners association, shall adequately maintain the stormwater management facilities according to the maintenance schedule described in Attachment A. This includes all pipes and channels built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions and so that water quality standards are met in all seasons and throughout the life of the stormwater system. 3. The Landowner, its successors and assigns, shall inspect the stormwater management facility; and shall submit an annual report documenting the inspection and maintenance of the stormwater management system as certified by Registered Professional Engineer and submitted to the Northampton Department of Public Works annually by October I of each year. The purpose of Northampton KFC -TB OM Agreement.doc — rev. 8/21/2006 Pap Planning - Decision City of Northampton Hearing No.: PLN- 2008 -0050 Date: June 16, 2008 front of the Northampton Fire Department. h. The addition of street shade trees in conformance with the Northampton Zoning (an average of one per 30' of street frontage). These plans will not be approved by the Office of Planning and Development until the Planning Board has administratively approved the tree planning plan. 4. Prior to receiving any final Certificate of Occupancy, and as offered by the applicant, provide evidence that the building is LEED certified or provide an $8,000 in traffic impact funding to the City. (A single temporary CO for no more than six months may be obtained prior to LEED certification). 5. Prior to receiving a Certificate of Occupancy, provide documentation by a qualified engineer, based on actual field lighting measurements, certifying that all outdoor lighting complies with the zoning performance standards in their entirety, including not exceeding 0.5 foot candles at any of the property boundaries, in accordance with commonly accepted methods of measuring lighting. 6. All work shall be done in accordance with the plans "Site Development Plans, Proposed KFC /Taco Bell Restaurant, Map 24D, Lot 339, 203 King Street, Northampton, Massachusetts" prepared by MHF Desing Consultants and stamped by Frank Monteiro, PE, dated 5/12/2008, as will be amended to comply with the above conditions. FINDINGS: The board found that the requested use will not need as many spaces as required by zoning and will have no adverse impacts on other uses. if there is not sufficient parking (which seems highly unlikely), only the tenant will suffer because business will go elsewhere. With the approved plan and the conditions, the board founda thtat all of the site plan conditions are met. COULD NOT DEROGATE BECAUSE: FILING DEADLINE MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT $Y: APPEAL DATE 5/22/2008 6/5/2008 6/12/2008 6/26/2008 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE FINAL SIGNING BY: APPEAL DEADLINE. 5/29/2008 7/18/2008 6/12/2008 6/26/2008 7/6/2008 FIRST ADVERTISING DATE: HEARING DATE VOTING DATE: DECISION DATE: 5/29/2008 6/12/2008 6/12/2008 6/16/2008 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE: DECISION DEADLINE: 6/5/2008 7:30 PM 9/10/2008 9/10/2008 MEMBERS PRESENT. VOTE: Marilyn Richards votes to Ineligible to Vote Katharine G. Baker votes to Grant Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Ineligible to Vote Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY. SECONDED BY: VOTE COUNT: DECISION: Keith Wilson Stephen Gilson 7 - 0 - 2 Approved with Conditions MINUTES OF MEETING. Minutes are available in the Office of Planning & Development. Appeals of this application may be made in the appropriate court within the statuatory 20 day appeal period. 1, Wayne Feiden, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and that a copy of this has been filed with the Board and the City Clerk on the decision date shown above and has been mailed to the Owner and Applicant. GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. s > i Planning - Decision City of Northampton Hearing No.: PLN- 2008 -0050 Date: June 16, 2008 (,�� "�` APPLICATION TYPE SUBMISSION DATE. PB Special Permit with Major Site Pia 5/14/2008 JUN 1 7 208 ,r Applicant's Name: Owner's Name: J NAME. NAME. L 11U B TACO BELL OF AMERICA INC TACO BELL OF AMERICA INC 1 U� s ll ADDRESS ADDRESS L "4. ----- --'" "` ' — �� - -- 17901 VON KARMAN 17901 VON KARMAN TOWN STATE. ZIP CODE TOWN. STATE ZIP CODE: IRVINE CA 92614 IRVINE CA 92614 PHONE NO. FAX NO. PHONE NO.: FAX NO. (410) 712 -0500 (410) 712 -0500 EMAIL ADDRESS: EMAIL ADDRESS. Site Information: Surveyor's Name: STREET NO SITE ZONING. COMPANY NAME P $T4 HB N ACTION TAKEN: ADDRESS NORTHAMPTON MA 01060 Approved With Conditions MAT., oqs. ,,. *T: MAP DATE SECTION OF BYLAW is. '10/ Chpt. 350- 8.1: Off- Street Parking TOWN STATE: ZIP CODE: rook: 'Page Requiremants 4994 57 PHONE NO FAX NO EMAIL ADDRESS: NATURE OF PROPOSED WORK DEMO & REBUILD 3,354 SF RESTAURANT W /DRIVE -THRU 7 35 PARKING SPACES HARDSHIP CONDITION OF APPROVAL 1) Upon motion by Keith Wilson and second by Jennifer Dieringer, the board voted unanimously (7 -0 with associate members not voting) to issue the request special permit and site plan approval with the following conditions: Upon motion by Keith Wilson and second by Jennifer Dieringer, the board voted unanimously (7 -0 with associate members not voting) to issue the request special permit and site plan approval with the following conditions: 1. Prior to receiving any Building Permit a. The property owner shall provide the offered $12,000 in traffic impact funding to the City. b. The applicant shall record an Stormwater Operation, Maintenance, and Inspection Agreement executed by the property owner and the Northampton Department of Public Works that is binding on all subsequent owners of the land served by the private stormwater management facility and record the Agreement in the Registry of Deeds in the chain of title. Said Agreement must be approved by the Northampton DPW in accordance with a DPW provided template. 2. Prior to 3. Prior to receiving any Building Permit, provide revised site plans in paper (two sets) and electronic form (two copies of a CD in TIFF format) showing the following changes. The plans must be administratively approved by the Office of Planning and Development in accordance with the requirements of this permit: a. Lighting in conformance with the Northampton Zoning, including no more than 0.5 foot candles at any property boundary. b. Internal crosswalks with a ladder design. c. The addition of a ribbon bicycle rack adjacent to the primary door to the Taco Bell. d. Use 12" RCP (not HDPE) drain pipe from DMH4 to the proposed CB connection in the King Street right -of -way. Add note to drawing that the applicant/contractor must maintain the integrity of the existing CB block structure in equal or better condition than it is currently. e. Snow storage must be implemented and used to prevent blocking sheet flow drainage into the detention pond and to prevent using any of the storage capacity of the infiltration based for snow. Permanent markers shall be installed in the corners of the infiltration in such a manner that they stick up through the snow and it is easy to see if any parking lot snow is being stored in the basin f. Add a note to the plan that sidewalks and disturbed areas in the public right -of -way shall be restored to a pre - disturbance condition and any work in this area shall be inspected by the Northampton Department of Public Works prior to backfilling. g. The addition of a bench along the King Street sidewalk consistent with the design of the bench in GeoTMS®2008 Des Lauriers Municipal Solutions, Inc. r ' Logging activity that is consistent with a timber management plan approved under the Forest Cutting Practices Act by Massachusetts Department of Environmental Management. Additions or modifications to existing single family structures. Emergency Activity that is immediately necessary for the protection of life property or the environment, as determined by the Department of Public Works. Discharges into soil based systems or isolated low areas which will not overflow into a surface flow and has been demonstrated to have a minimum of four -month residence time between discharge point and any waters of the United States by a certified professional soil scientist, hydrologist, or registered professional engineer. Attach certification. Projects permitted and approved by the City of Northampton prior to the effective date of this ordinance, which is June 17, 2004. I jigJ i __________ , ' S'gnature a ty Engineer D.te cc. Planning Board c/o Office of Planning and Development Building Department Conservation Commission c/o Office of Planning and Development M: \Stormwater Permits \Waiver Decisions \0203 King St_KFCTacoBell._Waiver Decision.doc Page 2 of 2 ?Lip 3 a i 4`t 6 /ono ,,,,, ti - �STO 1#TE V MANAGEMENT PERMIT 1 ' I V t A WAIVER APPLICATION City of Northampton Lv!U� Department of Public Works a N 1 DECISION E. L r Project / Site Name: Proposed KFC / Taco Bell Restaurant Project Street or Location / Assessor ID: 203 King Street Applicant Name: Michael A. Malynowski, P.E. Applicant Address /Phone: MHF Design Consultants, Inc, 44 Stiles Road, Suite One, Salem, NH 03079 / 603 - 893 -0720 Owner Name:Taco Bell of America, Inc. Owner Address: 17901 Von Karman, Irvine, CA 92614 Application Submission Date: 5/16/2008 Total Lot Size: 41,785 sq ft Estimated Area to be Disturbed: 40,000 sq ft THE FOLLOWING DECISION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN MADE ON THIS WAIVER APPLICATION BASED ON INFORMATION PRESENTED: Disapproval of the Stormwater Management Permit Waiver Application based upon a determination that the proposed project shall require an approved Stormwater Management Permit as specified in the Northampton Stormwater Management Ordinance (Chapter 22 Article 5). X Approval of the Stormwater Management Permit Waiver Application subject to any conditions required by the Northampton Department of Public Works (see conditions below). The Northampton DPW has determined that the project described above is exempt from meeting the stormwater performance standards as outlined in the Northampton Stormwater Management Ordinance (Chapter 22 Article 5) for the following reason: X Land Disturbance will be less than one acre as certified by the following plans and information: Site Development Plans for Proposed KFC/Taco Bell Restaurant, 203 King Street, Northampton, MA, Dated 5/12/2008, stamped by Frank C. Monteiro, P.E., MHF Design Consultants, Inc. Agricultural activity that is consistent with an approved soil conservation plan prepared or approved by the Natural Resource Conservation Service. M: \Stormwater Permits \Waiver Decisions \0203 King St_KFCTacoBell._Waiver Decision.doc Page 1 of 2 Logging activity that is consistent with a timber management plan approved under the Forest Cutting Practices Act by Massachusetts Department of Environmental Management. Additions or modifications to existing single family structures. Emergency Activity that is immediately necessary for the protection of life property or the environment, as determined by the Department of Public Works. Discharges into soil based systems or isolated low areas which will not overflow into a surface flow and has been demonstrated to have a minimum of four -month residence time between discharge point and any waters of the United States by a certified professional soil scientist, hydrologist, or registered professional engineer. Attach certification. Projects permitted and approved by the City of Northampton prior to the effective date of this ordinance, which is June 17, 2004. a//Li y 1 _ ` S'gnature Engineer D to cc. Planning Board c/o Office of Planning and Development Building Department Conservation Commission c/o Office of Planning and Development M:AStormwatcr Permits \Waiver Decisions \0203 King St_KFCTacoBell._Waiver Decision.doc Page 2 of 2 a °'_, �� ;� STORMWATER MANAGEMENT PERMIT 4. WAIVER APPLICATION City of Northampton �v Department of Public Works DECISION _- Y ( r r \/ JUN - 2008 Project / Site Name: Proposed KFC / Taco Bell Restaurant Project Street or Location / Asses l j t o� � _` Applicant Name: Michael A. Malynowski, P.E. Applicant Address /Phone: MHF Design Consultants, Inc, 44 Stiles Road, Suite One, Salem, NH 03079 / 603 - 893 -0720 Owner Name:Taco Bell of America, Inc. Owner Address: 17901 Von Karman, Irvine, CA 92614 Application Submission Date: 5/16/2008 Total Lot Size: 41.785 Acres Estimated Area to be Disturbed: 40.0 Acres THE FOLLOWING DECISION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN MADE ON THIS WAIVER APPLICATION BASED ON INFORMATION PRESENTED: Disapproval of the Stormwater Management Permit Waiver Application based upon a determination that the proposed project shall require an approved Stormwater Management Permit as specified in the Northampton Stormwater Management Ordinance (Chapter 22 Article 5). X Approval of the Stormwater Management Permit Waiver Application subject to any conditions required by the Northampton Department of Public Works (see conditions below). The Northampton DPW has determined that the project described above is exempt from meeting the stormwater performance standards as outlined in the Northampton Stormwater Management Ordinance (Chapter 22 Article 5) for the following reason: X Land Disturbance will be less than one acre as certified by the following plans and information: Site Development Plans for Proposed KFC/Taco Bell Restaurant, 203 King Street, Northampton, MA, Dated 5/12/2008, stamped by Frank C. Monteiro, P.E., MHF Design Consultants, Inc. Agricultural activity that is consistent with an approved soil conservation plan prepared or approved by the Natural Resource Conservation Service. M:AStormwater Permits \Waiver Decisions \0203 King St_KFCTacoBell._Waiver Dccision.doc Page 1 of 2 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 rage 12 of 12 You must include 4 control points on ANR plans if within 500' of control point published HERE (http: / /tinwrl.com /23mopt) • Abutters' lists (if within 300' of town boundary ALSO get lists from that town) ( http : / /www.northamptonma.gov /opd /Abutters %SFLists% 5FOld %5FPern nuts %5FHistoric %5FInventories /) http: / /fs 12.formsite.com /fs 12 _app /FormSite ?EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13 :34 Page 11 of 12 : Site Plan Submittal Requirements /Waiver Request * I REQUEST a waiver from these Site Plan filing requirements (describe why below) • © 1. Site Plan at 1" • 40' or greater O 2. Name and address of the owner and developer, name of project, and date EJ 3. Existing and proposed buildings, setbacks from property lines, building elevations, all exterior entrances and exits 4. Present and proposed use of the land and buildings E1 5. Existing and proposed topography (generalized MAY be acceptable for intermediate projects) using 2' contours 6. wetlands, streams, water bodies, drainage swales, wetlands, unique land features El 7. Location of parking and loading areas, public and private ways, driveways and walkways, access and egress points, proposed surfacing D 8. Location and details of all stormwater drainage, detention and water quality facilities, public and private utilities and easements, sewage disposal facilities, water supply facilities 0 9. Existing and proposed landscaping, trees, plantings, stone walls, buffers, and fencing El 10. Existing and proposed signs locations, dimensions, and details E ll. Provisions for refuse removal and screening El 12. Lighting /Photometric Plan (maximum 0.5 foot candles at property boundary) O 13. Erosion control plan (MAJOR projects only) I=114. Traffic Study (MAJOR projects only) El 15. Stormwater Management Plan (MAJOR projects only) El 16. Plans stamped by Professional Engineer • http ://fs 12.formsite.com/fs 12_ app /FormSite ?EParam =Dwsnv4gzZPr1 hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 10 of 12 . Additional Site Plan Approval Criteria for MAJOR projects) * This project mitigates stormwater impacts by (describe all that apply): 0 All catch basins and manholes have 4' sumps 0 All runoff from a 0.4 inch rainstorm (first flush) will be detained for an average of 6 hours 0 Submitted drainage calculations show no increase in peak flow from PRE to POST - development conditions during the 1, 2, or 10 year NRCS Service design storm EJ The impacts are otherwise mitigated (explain) 0 DPW has issued a stormwater permit for the project http: / /fs 12.fonnsite.com/fs 12_ app!FonnSite ?EParam= Dwsnv4gzZPr 1 hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 9 of 12 . Additional Site Plan Approval Criteria * Are you requesting a reduction in required parking? ID NO © YES What percent reduction? How will you 135 spaces are proposed where 65 spaces are required. A typica ILFC /Taco Bell development 1 reduce demand? requires between 30 and 35 parking spaces. * Which preferred methods are used? © Curb cuts minimized El Only one curb cut El Use of a common driveway for access to more than one business El Use of an existing side street El Use of a looped service road * Are pedestrian, bicycle and vehicular traffic separated on -site: E3 YES (how) NO (why not) * How does project mitigate all traffic impacts? El I am providing justification that there will be no increase in traffic from the project; OR ID I am mitigating ALL incremental traffic ANYWHERE in the city from the project; OR D In lieu of studying and mitigating ALL incremental traffic elsewhere in the city, I am proposing $2,000 in -lieu of fee per peak hour vehicle trip (typically weekday afternoon) ($1,000 for projects within an easy walk of downtown or Florence Center) ❑ I understand that traffic mitigation does NOT replace the need to ensure safe traffic circulation to the site from surrounding streets and nearby intersections © I am providing a traffic study (required for major projects) lAs prepared by Greenman Pedersen, Inc. (GPI) http: / /fs 12.formsite.coin/fs 12_ app /FormSite ?EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 8 of 12 Special Permit and Site Plan Criteria * How will project PROTECT adjoining premises from seriously detrimental uses? • The .rojectis a similar use to the •rior Wend •'s o•eration and additonal landsca.e buffers have been .rovided. * How will project MITIGATE and MINIMIZE traffic impacts? 1 The existing entrance and exit driveways will remain and provide full access to emergency vehicles and ADA accessible spaces will be provided., * How will project PROMOTE a harmonious relationship of structures & open spaces? Former site modified to provide new additonal landscaping. Removal of dilapitated building to be replaced with brand new structure. New building will improve surrounding area. * How will project AVOID OVERLOADING and will MITIGATE City resources? The buildng will utilize existing water and sanitary sewer services that currently exist and total impervious area on site will be reduced. New facility will not impact exisitng Fire Protection, Streets and Schools. * How will project PROTECT the general welfare? The proposed use is consistent with surrounding businesses.' * How will project PROMOTE and NOT HARM City planning objectives? !There is a significant improvement to the site such as additional landscaping, improved lighting and signage and connection to City Bike Path.I * How will project meet the special zoning regulations that apply? The project meets all zoning regulations and more than adequate parking will be provided for the proposed use. Total signage areas will not exceed zoning regulations. Proponent proposes to provide 4 smaller signs on front of building in lieu of 2 larger wall signs. http: / /fs12. formsite. com /fs12 app/FormSite? EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 7 of 12 Variance Criteria * Are there UNIQUE circumstances that effect ONLY this property/structure, and not other properties in the neighborhood? NO YES Explain: * Would a literal enforcement of the Zoning create a HARDSHIP, financial or otherwise? NO LJ YES Explain: * If denied, would the applicant be denied reasonable use of the property? NO YES Explain. * Is the hardship self - imposed? El YES El NO Explain: * Can relief be granted without detriment to the public good? D NO O YES Explain: * Would the Variance substantially derogate from the intent /purpose of the Zoning? YES NO Explain: * Is your request for the smallest relief possible? ▪ NO YES Explain: help: / /fs 12.formsite.com/fsl 2_ app /FonnSite ?EParam= Dwsnv4gZZPr1 hOvdwijBw46GQCnupyELAHigGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 6 of 12 Comprehensive 40B Permit * WHAT waivers are you requesting, WHY, and HOW could you AVOID them? * Are you attaching? Site Eligibility Letter El Draft Affordability Agreement EJ Financial Proforma in compliance with 40B httpJ /fs12. formsite. com /fs12 app/ FormSite? EParam= Dwsnv4gzZPrlhOvdwijBw46GQCnupyELAHjgGN ... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 5 of 12 .n Appeal of Building Commissioner (Zoning) * What is the alleged zoning violation or Building Commisioner's error? * What is the unique injury YOU suffer from the alleged error? http: / /fs 12.formsite.com/fs 12 _app /FormSite ?EParam= Dwsnv4gZ hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 4 of 12 F Criteria * Is the existing building, lot, or use legally pre- existing non - conforming? D NO 0 YES Explain: * Does your project create a NEW zoning violation? T ES 0 NO Explain: * Is your project substantially more detrimental than the existing use /building? 0 YES 0 NO Explain: http: / /fs 12.formsite.com/fs 12_ app /FormSite ?EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 3 of 12 * Relevant sections of zoning and subdivision regulations 1350 -8.6, 350 -11.3, 350- 7.2.MI * Describe project and relief /approvals needed Demolition of Existing Quick Service Restaurant Structure and Construction of a of a new 3,354 sf KFC /Taco Bell Restaurant with drive -thru window and 35 parking spaces. Four (4) wall signs are proposed on the front facade where two (2) wall signs are proposed. Click to create Sign (use 11"x17" canary stock, then laminate) ( http: / /www.northamptonma.gov /opd /sign /) * PRIOR to filing this application, I have completed and posted: © REQUIRED sign facing public way at street edge of property. (ADD time and place of hearing ASAP.) NOT required for Approval Not Required Plan I shared my application with my neighbors and asked for their input YES http://fs12.formsite.com/fs12 app/ForrnSite?EParam=Dwsnv4qzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 2 of 12 "603- 893 -07201 * Applicant Email 1 bharat.parikh @yum.coml Application /Property Information * Assessors' Maps) and Parcel ID(s) `Map 24D, Lot 3291 * Property address [203 King Street' * Post Office for property `Northampton 010601 * Parcel Deed Book and Page 'Book 9342 Page 1881 * Zoning and Overlay Districts HB * What permit(s) or amendment to permit(s) are you applying for? EJ PLANNING Special Permit w/ INTER dEDIA "1'L Site Plan ($200) © PLANNING Special Permit w /btAJOR Site Plan ($500 plus $0.05 /sq ft of proposed new building) PLANNING Intermediate Site Plan ($200) El PLANNING Major Site Plan Approval ($500 plus $0.05/sq ft of proposed new building) El APPROVAL NOT REQUIRED Surveys ($250 /plan page) El PRELIMINARY SUBDIVISION ($1,000 -Type II or $600 -Type I PLUS $75 per unit) ❑ DEFINITIVE SUBDIVISION (Greater of $3,000 OR $10 per linear foot of new roadway; $4,600 OR $14 /foot if no preliminary filed; $400 PLUS $10 /foot for one lot minor subdivisions; $500 for Amendments to Definitive) © ZONING BOARD Special Permit ($200) El ZONING FINDING ($200) E APPEAL OF BUILDING COMMISSIONER Zoning Action ($200) D COMPREHENSIVE 40B PERMIT ($500 plus $0.05 /sq ft of proposed new building) El VARIANCE ($500 plus $0.05 /sq ft of proposed new building) http: / /fs 12.formsite.coin/fs 12_ app /FormSite ?EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 Planning Board and Zoning Board Application - 2008 -05 -09 14:13:34 Page 1 of 12 ' - Planning Board /Zoning Board Applications Complete AFTER obtaining a Zoning Permit /decision from the BUILDING DEPT. (Not required for ANR or Subdivisions.) Property Owner/Applicant Information * Owner First Name 'Taco Bell' * Owner Last Name I of America, Inc.' Owner Business (if applicable) I I * Owner Street Address 117901 Von Barman) * Irc-ine * State !California' * Zip Code 1926141 Owner Email (bharat.parikl m.com' I c-erti a . 1 o , r !`j,. ive the; • ;permission to ins . ect m . roperty OA li * Applica t First Name Allh' 'It 'r1/4 �Co 1 tom � L N C \, , 'Taco Bell) * Applicant Last Name 1 of America, Inc.' Applicant Business (if applicable): 1c /o Huseyin Sevincgil' * Applicant Street Address 144 Stiles Road) * City 1 Sa1em1 * State 1 New Hampshire' * Zip Code 1030791 ** A�hone http: / /fs 12.formsite.com/fs 12_ app /FormSite ?EParam= Dwsnv4gzZPrl hOvdwijBw46GQCnupyELAHjgGN... 5/9/2008 `o c5� \, ,,,,,, a o r T N ` a ° e a M N " Oqi N c- I `t0� ' ' \ ; 4 • N ti O V> r wN t O n 1 m.J, N w 0 N f O p 2 4 6V Q1 m o G m 0 wN v h Q W N 1 „, .,,, a, ,-..w: N N M ,.„, „,,, ,,' ,x. . � KIf 6ST & RTES ,. — a >z,._,,,, r . b., a ° N ti^ M t, o O m co n n 1 , N ry m tt3 o , Q Wit C M ,— ° tr O v: U M n u U "i 'cn o N o x , M v- f � M ';-a N C, C)^ v M /_� n3 M a � N try a O v - ! rn o C Co D 7 M o f C } t ',, t L N, ;..N. a o� CV :_f. vi M rdm h STATE ST STATE ST N 0, o o m J / % M - N / N h A''' 47 , n U u, t / a N \--, � k.-Y 4>h ` i _ _ axi v \ ; V� � , � v AA � \ k , +�,fi * -- , .....� X \ Q® s ` \ \ * \ ' ,,,,,7 E \ 4 \� :..� '�' , /�' - ' .... A V� t� � �` ,0�.11 ` , � w ` V '" :. . rug' . 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'''' .: ' ! lif C • _ . . _. ,, , ,.. r 1 . . \ - ' '' ''''' ' *,,,,,,,,,,:r444-p#,, oue\100000.10,,..„ , ", 4 4/ 0 N a 4 r a Q i a E + ^ t 1101,*s .‘:, _'' ' 13 4 4 1 1 ‘414 11****84'< 1 ' ., 4 -: ' , ' ' ' r " " i N it _ 10 �E� + sJvmwa Y 1 lak 3 >$ 5 if, �N i a 11r0 v IF , , „ ,:. immill S Crq4 ,`,'111 ,, : ,' : i Forivo , ..„.. mill impi_.-- ,, i', .10s WI toss z t r 0 Emig . - ,,, , . 1 ....7:,;,-;:, 9 t 741 r ��ff 11�� ■OOOBCm017�1� , ' t � a . oo�a� AEI *� ::: 1 3 d , '' fi# rt '' N P e (1._[ M 1 0 ,; - '' t lin . ) rb 1 . ;.:,, 1 :: -- v ,. ., , ,... ,— ,4. , .;\, ".\,.. '''="'..;—.A?:7.----'' ' ::',?''''',.''','.. ''.',',-..'-'''-". ' ':'.. ::'.' ,--7----, '. '— ,‘ 1\ '''''..;;:s... Filc # MP -2008 -0078 APPLICANT /CONTACT PERSON MME' DESIGN CONSULTANTS INC ADDRESS/PHONE 44 STILES RD SUITE ONE (603) 893 -0720 PROPERTY LOCATION 203 KING ST MAP.212 PAR 329 001 ZO NE I 1? THIS SECTION FOR OFFICIAL USE ONLY; PERMIT APPLICATION'CHECKLIS' ENCLOSED REQUIRED DATE ZO G FORM. LL D O 1 Buildinayerm t Filled out Fee Paid Typeof Construction: ZPA - DEMO & RE1� lUILU 3.;154 SF RESTAURANT W/DRIVL -1' C1iU 7 35 PARKING SPACES I New Construction Non Structural interior renovations I . Addition to .Existing Access Str ory uc ture Bu ildinu Plans Included :_ I I Owncr/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACT N HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRE TED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER : § -,0„46 ,Is?) 0.31356 -7, 2, fr( Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project; Site Plan AND /OR _Le. Special Permit with S'te Plan 491°I'l o tk'O ZONING BOARD PERTT M REQUIRED UNDER: § - fti r , Finding Special Permit / / Variance* 4 `1( 9 / Received & Recorded at Registry of Deeds Proof Enclosed ,404.1 Other Permits Required: i Curb Cut from DPW Water Availability Sew r Availability Septic Approval roval Board of Health Well Water Potability Bbard of Health P Permit from Conservation Commission Permit from CB Architecture Conunitt e Perini m Elm Street Co I ■ , 4 Permit DPW Storm Water uagc Ten ("0/ Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required pertinits from Board of Health, Conservation Commission, Dc of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the ()Flee of Planning & Development for more information. ZOO Ij ZaTLOCTt XVi Cf =,LO ! 800Z/60/S0 • { 10. Do an signs exist on the property? Y i "g YE5 X NO ` [+ti IF YES, describe size, type and location: G ^ r• r` .' 1711 c7 i S^ I . bid. `s , I. b' • 6 - • ' q ":_j_ (a i ,a. Are there any proposed chances to or addItipns of si ns intended f r the property? YES _NO `I i 4 (1 si M►s o� brt, 1 .'uuL Ei 1,..4. s ki & IF YE, describe size, type and location: i Li --J ) _ I 11. Will the construction activity disturb (clearing, grading,' excavatbn, or filling) over 1 W ore or is it part of a common . plan of development that will disturb over 1 acre? • -YES_ NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column. reserved for use by the Building I) . cIrtnLela STING PROPOSED EX RPQ: i 'Y 'ZONT.INTG: Lot Size Li 1 715 SF /41 SF Y QD • Frontage p 156•76. 156.V Setbacks Front 2i 1 3 1 Side L: 15 1 R: 45 J L: ifq ( R: 61 : L: 6e) R: to Rear 16 1 1ST Zo Building Height • t — 1 t( Building Square Footage l 2a s 3 i 3� S F Open Space: Got area minus building Et paved 51/ "11•"' 16 tf -' i e^' parkin- 51/ — .7 # of Parking Spaces # of Loading Docks Fill: , (volume I* location) Jai 1UV( 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. oath :. 6'1 c' Applicant's Signature 't. AIKA_SININS. I NOTE: Issuance of a zoning- permit: does not relieve an applicant's burden t. comply with all honing requirements and obtain all required permits from the Board of Health. Connervation Commission. Historic and archlitectuzai Boards, Department of Public Works and other applicable permit granting authorities. lN 1 Docwneno, IFORIvIS\ onFj mil \BuiIdinr- insocc:or,.Fonina - Pc: na•Apo(iconon passivc,doc Si- t;200d ZOO Z ZLZILBSCIt XtTA 20:80 800Z /60 /SO k ° ; � L MAY - 6 ZCO$ ° err File ,Z1ro. f �a1 .., if : - ? r..li e „ 1�1 -, _.... , »d1Nn mx1 � „ n ,,.,,��. " „�.,..��- ,,....,, _ _ x .. tents„ , I „ xlxl,,Yx�xx.,1 „N ., ,..,,.. - . ,, .,,�,.,. x,�.: :. ,r _ ';!l�1 " "" ::r.': Kiii.'6 01 II i 1�,�,I IUIIR 4 xw.• . '" ill` " . "1 . :JI�' r 9 FA y ldi 1 4,",... y '6111111 {h ;` r., . L I Ix : tf 6 v,,,' �.-,, r:: ".Pz, �d . , • « r i117� N ..I ,I m41ii1.1' ep ,x I,»x IIII �� wy1 I r ,nxxryleMl e16N11�!II „� yy16117;,- ��. .., ,,._...�..,.,,�.,,�,� 116..• w � ;ILL. , ,�'��, ixG Y ......,,,.,:........_., __,_.... .,..... - ..:_..,,_.,, 1 .,..,,.,,,,.,,,,,.,..,';. �.. _., dµ 111 • Please type or print all information and return this form to the Buikling Inspector's Office with the $15 filing fee (check or money order) packable to the • �, City ofNorthampton / e y Y( 64. t i p ( k . 1 _ - . Name of Applicant: Co 0. ie (r• O ' r /c: GIG r oL t yt S p4' l �C. , r . ..S. r £$ � � • ' Ad LK S+'1fe -) 3AcL AIeNt IM 5jC q 1 Telephone: LOU $ - ,9 3 '67 2 L 2. Owner of Property: ` ACC) � e-(f err %e r ca_ , j ft.c , Address: nctoII VQvI k ( r FA,, i L ek t1241q Telephone: _ 1.0 7(2 1150 x , 2656 3. Status of Applicant: Owner X, Contract Purchaser , (in Lessee._.. Other (explain)-, 4. Job Location: 20 3 ) 9}ree I - .o TI m,�u1p1 .xxe11 "..,n,, x „ „, � x .. 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G • .1. t n Y 1111 1 , ,', ' 11r'i" 1y w1 y "1 � I IN 1 1 1 1 I kxlx;r x� Y5 1 I' ll� r 411x1tx11M I . N , "1xIr6 X, l iii 1 i. x 1'IwI�xL� IIIx i ,1' Ip•�Y - x • ' '(" ,�y ' w ' n 11 Ip'e1U,a,G:x til "'lld4 rye'�I ,� xxxlxlx x1 xx11�1!� "�II�gv1 11x�1o111 !1.1 01111 11! 11$�1 I! 1111 r111111 1 x *" ;:uG1 i iii IP ' ^ 71',' Kt.L . 111�lw 1.: M1 1 „ „3 essi. . GF�IY'151!"Tr.I!i 1C1 ""(i:'. «1.- ':1.Ik�i:1n ilyl &;I'IrCiRI�xx16 «x.1 IiIitillit 1 1 1.xIx1« I n I� II I�U I V N ;1.1 : I �111xI II�Ip�11v 1r 1 CC19 S1CI111xx,i1,.,�1 �p . x,:� y111I I cy ; " "_ .r r _ ,._, -� -• .•,, "," '� P I �� I 1I C I�NIHI�IIII It�Y 1�'r "' I I l � I' I 61e � N IWIIP IIIAll1 I 1 - I . I • +, ! �Y , w rx�x�llx IIIx „1 I I JI 111','1'1 Ni u,:w 1 11 II , I , ' IeA7pl ! .f. Ili!II� NIIH �''� I I III YII:1 Nil'I fn p 1 p� .,.Ty ii , i ( II I� Ie I I�klwl' r' IIyn1111xela�a�inh' lllrllllliilyq�{ l�G��u�Yl,' 1 GNFII�11110UII�GI�lellry '�!BN,fKI7lnlnlvnll�lti� 1 i��, EI!"P,�eFie'1�,1�IpA!pl� . I �' " „ �;(,:Ii�i ��' ��{ I�! J�H�I�, I�; I! l�lul. alA. li11�IIII�d11��IP�! �1u111�1�1�111�11111�1 !I11GII�I�I�iC�11�1 J ` 5. Existing Use of Structure/Property: rimer rimer jN ev1 0 t I 5 •'. J. ic 6. Description of Proposed Use/Work /Project /Occupation: (Use a dditional sheets if necessary): 0 ' bL *srt_ a E.tS is , l k&lt- iir 1 eoilt,.S4alaib a IL 6ev/ . 3 '3`5 t s•F PC I to :al! aid c: + t i i, c1npe- rot_ W 01,4 d. • 35 ()a/km. spku-a , 7. Attached Plans: Sketch Plan Site Plan Engineered /Surveyed Plans X , 5r4e p k & B. Hasa Special Permit /Variance /Finding ever been issued for /on the site? ail yl, 4 6rykit4 P1 �/ Et i t.as. P(A t NO DONT KNOW YES IF YES, date issued:__ -. iF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO X DONT KNOW _,._ YES iF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained _ , date issued: _ -- (Form continues On Other Side) • W: \DocumentsTORMS\ original\ Building- Inspectorkarti np,•Permit- Application- pas@ive,dot 3/4/2004 TQt)I j ZLZTL85tiIb XV3 7,0 :80 800Z/60/50 ir r ,` 1 6 s z oc „vi A.,...„._ � '' '�� PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON ) e , iti hif . � Ciiy HZ • • 2i o Main Street, Room 1 t • • Northha M of 0 60 -319 (4 5 87 X2 66 Fa 5 87 x 2 6 4 Fil phr 4. Wayne Feiden, Director • planning @northamptonplanning.org • www.northamptonplanning.org To: • Tony Patillo, Building Inspector 1 Jim Laurila, DPW (2 copies) Brian Duggan, Fire Chief s Captain Michael Wall, Police Dept. Ernie Mathiew, Board of Health From: Planning Department Re: Peiluit Application Review Please review and return the enclosed application(s) or additional information for either Planning Board or Zoning Board so we can advise the Boards of any concerns you have. 2nd v 4 The tentative Meeting Date is: 2 Thursday ; 4 Thursday of January July February August March September April October May November June .J December Or other scheduled date: • Please return your comments to Carolyn Misch. Thank you. planning board • conservation commission • zoning board o of appeals • housing partnership • redevelopment authority • northampton CIS economic development • community development • historic district commission • historical commission • central business architecture original printed on recycled paper /-'" �.�► M M =NN MO - -. 44 Stiles Road • Suite One • Salem, New Hampshire 03079 TEL (603) 893 -0720 • FAX (603) 893 -0733 MHF Design Consultants, Inc. www.mhfdesign.com May 5, 2008 r , .. Anthony Patillo, Building Commissioner Northampton Office of the Building Inspector _ - - Puchalski Municipal Building 212 Main Street Northampton, MA 01060 ___ Re: Proposed Site Redevelopment KFC/Taco Bell Restaurant 203 King Street Map 24D Lot 329 Northampton, MA Sub: Zoning Permit Application Dear Mr. Patillo: Attached for your review and issuance of the Zoning Permit is the following information • 1 completed Zoning Permit Application • 1 full sized copy of the Existing Conditions Plan • 1 full sized copy of the Site Plan • 1 full sized copy of the Sign & Graphics Plan • Check for $15 application fee After your review, in addition to mailing a copy of the Zoning Permit please fax over a copy of the Zoning Permit to our office at 603 - 893 -0733. Please contact our office is you require additional information. Sincerely, MHF Design Consultants, Inc. 4 - Hiiseyin Sevincgil Civil Engineer 229907 Zoning Permit Application to City.doc CR 229907 cc: Bharat Parikh — Taco Bell of America, Inc. ENGINEERS • PLANNERS • SURVEYORS f 10. Do any signs exist on the property? YES X NO / _ IF YES, describe size, type and location: "(IYter S w�#t �I Yl s Veli d. s , M. b- Ito .d A ., (a J Are there any proposed changes to or additions of si ns intended for the property? YES K NO 4 14(1 S I1ns on �ra Kt j 1 Wwt( Si h. art ei.clet. Sias IF YES, describe size, type and location: If If 11 r - p (CJ ti& ), 11. Will the construction activity disturb (clearing, grading, excavati.n, or filling) over 1 ore or is it part of a common plan of development that will disturb over 1 acre? YES NO _,&__ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING ■ Lot Size 141 ( ,71 - 5 + 5 SF q t x '• 5 SF 0 Frontage _ t 15 D tad 1S6 (V) Setbacks Front '21 I 35' +13— Side L: y 5 I R: G 5 L: qv R: tel' L: LQ R: LV Rear 1(05 -1 13q I 2.0 Building Height 1 '1._ 23 3 ` � 34 i Building Square Footage 2, ) .- 12-6 SF ± 3 , 35'1 SF I % Open Space: (lot area minus building a paved 6'1 t LI s C /S�a parking # of Parking Spaces 35 # of Loading Docks 1 Fill: l (volume a location) 1 IklRTM..fvi 1 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: 05107 Applicant's Signature It AIIIPL,"irim. j, , _ NOTE: Issuance of a zoning permit does not relieve an applicant's burden t. comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards. Department of Public Works and other applicable permit granting authorities. W ^.DocumentsF'? '.[ S'v ocs _nai inspecrorZonmg- Permit- Anoiication- oassive.doc 8i =y200d �s 5 2008 File No. 7II! D - i ZONL G PEJ J TAPPLICAT ONTOVR41 gliM111 V-77 Please type or print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the Citzj.' ofNorthampton Q Y Se vino 1 1. Name of Applicant: I A.CO * $ e �l crt i rick. 9 ' HTf f " Ogs ! Vl WKS Qtii ivtc Address: 14 &JAI 1 1 S&1emt JI 036/ Telephone: LOC 3 - T9'36726 2. Owner of Property: J A C G De-�( 4The k&. (etc. ) �C. Address: r VOA 1*( 1r'r%tAA Irv; 4e. J ek c2614 Telephone: 1 - 1 — 71Z -. 6560 x, 21356 3. Status of Applicant: r Owner X Contract Purchaser Lessee Other (explain) 4. Job Location: L.0 3 I\ i Vl 34- ree - f - 3 Parcel id° Ziimn M ## Parcelt D;1istri s ln, Elm Steer trfct fn C`entrat Business District« f'' r_ 5. Existing Use of Structure /Property: i Dr'rfl €r Wevtfly t �Q s 1--e34 4:t 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): D e,n F Fri%+;4 .54- - a.c,-'f - urc. amcL ino,l.S +ra h ° 6^- o f / eln/ 3 s f I a a as-4u ce. let& ci n fire --ili roc. vMdaw avi c_ 35 ekrkito spate 7. Attached Plans: Sketch Nan Site Plan Engineered /Surveyed Plans X Ste. P14& 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? P rti 1 �/ Exfi c Cad: 'As PIN2 NO DONT KNOW X YES IF YES, date issued: IF YES; Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and /or Document # 9.Does the site contain a brook, body of water or wettands? NO X DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W :\Documents \FORMS \original \Building- Inspecto' Zoning- Permit- App lication -pass ive. doc 3/4/2004 File # MP- 2008 -0078 4 M Q \ APPLICANT /CONTACT PERSON MHF DESIGN CONSULTANTS INC ADDRESS/PHONE 44 STILES RD SUITE ONE (603) 893-0720 THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM ■ LED OUT ' _#'_ _- Buildin• Permit Filled out Fee Paid Typeof Construction: ZPA - DEMO & REBUILD 3,354 SF RESTAURANT W/DRIVE -THRU 7 35 PARKING SPACES New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTI N HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRE TED: Approved Additional permits required (see below) ��y� PLANNING BOARD PERMIT REQUIRED UNDER : §4.3- ' e p Jv01.3 Intermediate Project : Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR L- Special Permit with Site Plan 0,09 ZONING BOARD PERMIT REQUIRED UNDER: § A ,/ Finding Special Permit Variance* 4 9 I � Received & Recorded at Registry of Deeds Proof Enclosed //46(../ (tut/SA Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit I om Elm Street Co •.:. in Permit DPW Storm Water . nagement 3 ZOO Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. 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ABOVE REQUEST WITI-IIN tEN (1 DAYS OF THE - ABOVE L1STE.D DATE. . . . . - . . .... - . * .. . - ' V1,-ease, pct>.);, ae....• aoe ke-S a 0.,ni. 'bui 1 ci i n3 . . anA k, of o c_., up a- nc, perm:46') 1.-5stkeJ on - , .., ,-..\-\[ yi-DOer-I-Lsvi a__ 4icSimiLL i ik" posst Lie , . Dux a\ \--, A-eik,-A-73...kaile,■Lit 0_,I 05 i' r on , ., i v)utx 0C \--kiv■L■ pa3peci3 0 q 1 tc t iorl , — ID low' pc CLACAlemolv c i regiv s4 t5 . 1:-.\-‘14,