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HomeMy WebLinkAbout110 ROBERT DR Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC 110 :,.obert Drive Date: _7/q/07 St 730992 Estimated Cost $ Buil N OVALS -- - - ------------------ ----- - Permit Fee $ En neA, COMPLETE RED BOXED AREAS Occupancy Fee $ !O TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit wok ► SIGN ON REVERSE SIDE APP`' 5+2QS�', - -- - - - _ -- - Total Fee� $ TO THE BU NG DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: oocqk Applicant ►'►'Y taw La -1" ocation of Work 1/0 Obc�'t bA Lot No. Applicant' Address » 1414b l" St . 1; aA fi h(d r Ct 0 « Tel. - Z3 Town ` C Zip ®(Q 10 F Lic. Owner kOqce _Architect dre Owner's Adss I D % Architect's Address l�l rt _ S � i 4 SrnL C� Zip�4 Zip_ Sq. Ft. New Area: 1 st FI. 2rid A. 3rd FI. Total New Area Purpose of this permit L �- 1 ,ton eu) JC l SJ de et a IS c) P r City Watepl:Z Well❑ Septic System❑ Sewek Ins: HO SP Cert. Area Basement Garage Approved by Date 7- Use Group< ' Construction Type_ Revised 6/02 a007010 ff I N-5, I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the r di nce from all street lines,side yard lines,and required distances from all other zones and is located in which s bui\ing and tuseeiis allowed. Signed I hereby apply for a Certificate of Occu ncy f e wort described i�thsapplcation for the permit. Signed . DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS ti Electric #KRNIIT C;'LOSED APPLICATION FOR BUILDING PERMIT Plumbing# 110 Robert Hrive HVAC# ��-�76 Date: S rinkler# D 11000451 p FINAL APPROVAWS 29 Estimated Cost $ Building COMPLETE RED BOXED AREAS Permit Fee $ 71fi Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for CO. ► SIGN ON REVERSE SIDE 4 ' Total Fee $ S. TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant rry _ Location of Work 1— Lot No. Applicant's Address // �- Tel # G'ca I Town Zip ��7 y Lic.# dfo 3 7 Owner Architect Owner's Address MJ a!e r-�- Architect's Address Zip Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit kr r2F City Water 0 Well f] Septic System 0 Sewer 0 Ins: HO SP Cert. Area Base m nt Garage Approved by Date Use Grou Construction Type Revised 1108 r' I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the oper distance from all street lines,side yard lines,and required distances from all other zones and is located in is i.Aft d its use is allowed. Signed 1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS -or- DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 196 D 01 4 APPROVED 1540 SULLIVAN AVENUE je� 1 ,n 644-2511 EXT.230 Bldg.Pemrit# (Date) (Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT S Q APPLICANT ADDRESS APPLICANT PHONE# SOW N s4r OWNER .5a< C.,-5 S� C O .rdc a OWNER ADDRESS 1 y� OWNER PHONE L V1\-k 2 0 O7 ESTIMATED COST $ 1 , Q OU °u IS THIS A CONTRACT COST? i— YES NO x FEE ENCLOSED$ 1 6 c TYPE OF JOB: Z ZcP U� `FOR•co New Installation lAlteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A A-'RESMENTIAL BUILDING PERMIT APPLICATION? ❑ YES M-'NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL C3 FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK G t S THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2G. -%� S G 1� 6 c� CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��o e,0 t `C c C�.J�c r� DATE 1 `� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PEP MIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 / 1 U /2U b�- �r 1� Street No. Street Over$1,000= Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT Eck Wc�Gn�41 APPLICANT ADDRESS [ Prt c,r sS C 1 f C 1< APPLICANT PHONE# (Q Q--(p(v-7 j nJ �� • - @4 N S j , OWNER _ 12V 4 C� rc,l'1 — < OWNER ADDRESS Sv�� W tn�SG� T OQ, O OWNER PHONE Y(,D C ESTIMATED COST$6 7000.0-t' `�. IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ /C. 5-.`u OR CO TYPE OF JOB: � � • New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SIDENTIAL BUILDING PERMIT APPLICATION? ElYES 0 NO 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE 0 EDUCATIONAL FUTURE USE AND OCCUPANCY 0 INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑]MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE -/a Q SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBNTMD. DESCRIPTION OF WORK -,n.,r-rel c v4b !�3 r w G tr? IV t2 K75I �I G an !l THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 4f!5' 1-o/a 35'3 0 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 6U I C1 1,3 VL GENERAC° NEXUS SMART SWITCH TM With Digital Load Management Technology 100 - 400 Amps, Single Phase GENE. . GENERAC Y�.itr►_[ I �S DESCRIPTION STANDARD FEATURES Generac Nexus Smart Switches are designed for use with single phase All Nexus Smart Switches are housed in an aluminum NEMA/111-Type generators 60kW and below The 100,150,200 and 400 amp open 3R enclosure',with electrostatically applied and baked powder paint. transition switches are available in single phase in both service rated and The Heavy Duty Generac Contactor is a UL recognized device,designed non-service rated configurations for years of service The control at the generator handles all the timing, sensing and exercising functions 'The 400 amp Non-Service Rated Switch is housed in a steel enclosure DLM TECHNOLOGY Through the use of Digital Load Management technology(DLM),each of these switches has the capability to truly manage two au conditioning loads with no additional hardware When used in tandem with the individual DLM modules up to four more additional loads can be intelligently managed individually GENERAC° a FUNCTIONS Nexus Smart Switch— 100-400 amps,Single Phase All Timing and sensing functions originate in the generator controller Utility voltage drop-out... Timer to generator start... Engine warm up delay 10 second factory Set.adjustable between 10-30 seconds Standby voltage sensor.. Utility voltage pickup..... ...........5 seconds Re-transfer time delay. ............60%for 5 seconds Engine 001-Clown timer. >80% Exerciser ..............15 seconds ..........60 seconds The transfer switch can be operated manually without power applied. ......••••12 minutes every 7 days SPECIFICATIONS Model RTSX100A3 RTSD100A3 RTSD150A3 RTSX200A3 Amps 100 100 150 RTSD200A3 RTSX400A3 RTSD400A3 Voltage 120240.1a 200 120240,10 200 400 400120/240,to 120/240.1a 120/240.1e Load Transition Type Open Transition 120240,l0 120/240,to Open Transition Open Trarsition Open Transition Open Tiaruition Service Rated Service Rated Open Transition Service Rated Open Transition NEMA 3R NEMA NEMA Service Rated Enclosure Type NEMA 3R UL NEMA 3R NEMA 3R NEMA 3R UL Rating UL/CUL UL UL/CUL Withstand Rating USN- UL (Amps) 10.000 10.000 22,000 10,000 Lug Range 2/0 #14 22.00018,000 22,000 U-'r Welahi `, ---- --1 - _— 400 MCM #1 600 MCM-Te or 2-250 MCM p2_TarsiiGG ;,�Er,-�rU,ncn St:rott:e Raley Heigh) Width Hei hl I'll Height H2 Wl YY2 g T Width — I Inches 17 24 H1 H2 W1 W2 Oepo1 U 20 . .6T 09man 438.0 508 4 318 0 3720 '200 Amps 120240.1a 150&200 Amps 1201240.10 0 n Transition 0 en Transition Service Ratad Dom'J Hei fat Wb1h H1 H2 Wt YY2 Depth Nei ht Widlh Inches 17.24 H1 H2 Wt VV2 Oepth 20 12 5 146 109 27 24 30 0 11 4 t3 5 T.09 w1 man 4380 5084 3t80 3T20 180.0 6920 162.4 2890 3430 1t300 400 Amps 1201240.la 400 Amps 120240.to 0 n Transition Open Transition Service Rated Her fat Width HI Hei hl H2 Wi H1 H2 W1 W2 Depth Width epth Inches 31.25 36 0 I9 t 8 240 10.06 42.9 t 48 0 16 69 2`1 82 iD0 06 H2 H1 mm 794 0 9170 48 7 0 6096 2555 10900 12193 4240 5543 2555 DEPTH 02011 6erwx Power Systems.Inc.. W2 -� G EN ERAC` Generac PowersY stems,Inc. S45 VV9290 HWY.59, Waukesha,WI 53189•generac.com Ad fights reserved.All sWNCalom are W41e0 to change wtt W eodn.6udetin 0186670SBY--E/Piloted In U-SA.OSM6/11 GENERAC® GUARDIAN° SERIES STANDBY -S GENERATORS PREPACKAGED 8kW = 10kW = 14kW Air-Cooled Gas Engine Generator Sets INCLUDES: Standby Power Rating • True Power® Electrical Technology Model 005870-1 (Steel - Bisque) - 8 kW 60Hz • Two Line LCD Tri-lingual Model 005871-1 (Steel - Bisque) - 10 kW 60Hz Digital NexusT" Controller Model 005872-1 (Steel - Bisque) - 14 kW 60Hz • 10, 12 or 14 Circuit Automatic Transfer Switch with Built-In Priority Load Center • Electronic Governor • Pre-wired External Connection Box -1 • External Main Circuit Breaker i & System Status LED Indicators .� • Sound Attenuated Enclosure • Flexible Fuel Line Connector • Composite Mounting Pad _ GENERAC. • Pre-wired conduits • Natural Gas or LP Gas Operation00, • • 3 Year Limited Warranty 1� GOOD�" • UL 2200 Listed c YL us HOUSF#FEPING uSTED FEATURES o INNOVATIVE DESIGN&PROTOTYPE TESTING are Ivey components of O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION. GENERAC'S success in"IMPROVING POWER BY DESIGN." But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing,reliability all Generac models. It provides optimized FAST RESPONSE to changing testing,environmental testing,destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY to applicable CSA,NEMA,EGSA,and other standards,allows you to by electronically torque-matching the surge loads to the engine. An choose GENERAL POWER SYSTEMS with the confidence that these unequalled ±1%voltage regulation. systems will provide superior performance. O TRUE POWER' ELECTRICAL TECHNOLOGY: Superior harmonics and O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer sine wave form produce less than 5% Total Harmonic Distortion for utility network provides parts and service know-how for the entire unit,from the quality power.Thisallows confidentoperation of sensitive electronic equipment engine to the smallest electronic component. and micro-chip based appliances,such as variable speed HVAC. O TEST CRITERIA: O GENERAC TRANSFER SWITCHES. Long life and reliability are PROTOTYPE TESTED NEMA M61-22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. GENERAC' FEATURES Generac4' Guardian° Series Standby Generator - 8 kW - 10 kW - 14 kW •Generac(OHVI)Design Maximizes engine"breathing"for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings help engine run cooler,reducing oil consumption. Because heat is the primary cause of engine wear,the OHVI has a significantly longer life than competitive engines. •"Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. -Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. -Full pressure lubrication system Superior lubrication to all vital bearings means better performance,less maintenance and significantly longer engine life.Now featuring a 2 year/200 hour oil change interval. -Low oil pressure shutdown system Superior shutdown protection prevents catastrophic engine damage due to low oil. -High temperature shutdown Prevents damage due to overheating. -Revolving field Allows for smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. -Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. -Displaced phase excitation Maximizes motor starting capability. -Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes. •UL 2200 Listed For your safety •Fully Automatic Transfers your vital electrical loads to the energized source of power. -Pre-wired,color coded conduits Ensures the easiest,trouble free installation. -Remote Mounting :Mounts near your existing distribution panel for simple,low cost installation. •UL Listed For your safety -Manual/Auto/Off switch Selects the operating mode. -Utility voltage sensing Constantly monitors utility voltage,setpoints 60%dropout,80%pick-up,of standard voltage. -Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. i -Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 10-30 seconds. -Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. •Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. -Programmable seven day exerciser Operates engine to prevent oil seal drying and damage between power outages by running the generator for 12 minutes every week. -Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. •Main Line Circuit Breaker Protects generator from overload. -Electronic governor Maintains constant 60 Hz frequency. •Weather protective enclosure Ensures protection against mother nature.Hinged key locking roof panel for security. Lift-out front for easy access to all routine maintenance items.Electrostatically applied textured epoxy paint for added durability. -Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries. -Small,compact,attractive Makes for an easy,eye appealing installation. •SAE Sound attenuated enclosure ensures quiet operation _ •Pre-wired External Connection Box _ •1'Flexible Fuel Line Connector •Composite Mounting Pad Easy Installation-Virtually all hardware included,plus step-by-step photographed Installation Guide. •Pre-wired conduits •UL Listed wire nuts SPECIFICATIONS GENERAC' r �, uu t uu t ur Rated Maximum Continuous Power Capacity(LP) 8,000 Watts' 10,000 Watts' 14,000 Watts' Rated Maximum Continuous Power Capacity(NG) 7,000 Watts` 9.000 Watts' 13.000 Watts' Rated Voltage 240 240 240 Rated Maximum Continuous Load Current—240 Volts 33.3 LP/29.2 NG 41.6 LP/37.5 NG 58.3 LP/54.2 NG Total Harmonic Distortion Less than 5% Less than 5% Less than 5% Main Line Circuit Breaker 35 Amp 45 Amp 60 Amp Phase 1 1 1 Number of Rotor Poles 2 2 2 Rated AC Frequency 60Hz 60Hz 60Hz Power Factor 1 1 1 Battery Requirement(not included) Group 26R 12 Volts and 525 Group 26R 12 Volts and 525 Group 26R 12 Volts and 525 Cold-cranking Amperes Minimum Cold-cranking Amperes Minimum Cold-cranking Amperes Minimuir Unit Weight(Poundsi%los) 340/154.2 387/175.4 439/199.1 Dimensions(L x W x H)Inches/mm 48 x 25 x 29(1218 x 638 x 732) Sound output in dB(A)at 23 fL with generator operating at normal load 62 63 66 ENGINE Model to a ut t tr Type of Engine GENERAC OHVI GENERAC OHVI V4WIN GENERAC OHVI VAWIN Number of Cylinders 1 2 2 Displacement 410cc 530cc 992cc Cylinder Block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve Valve Arrangement Overhead Valve Overhead Valve Overhead Valve Ignition System Solid-state w/Magneto Solid-state w/Magneto Solid-state w/Magneto Governor System Electronic Electronic Electronic Compression Ratio 9.4:1 9.5:1 9.5:1 Starter 12 Vdc 12 Vdc 12 Vdc Oil Capacity Including Fitter Approx.1.5 OtsJ1.4L Approx.1.7 OtsJ1.6L Approx,1.9 OlsJ1.8L ] Operating RPM 3,600 3,600 3,600 i Fuel Consumption I Natural Gas cu.ft/hr. 1/2 Load 77 102 156 Full Load 139 156 220 Liquid Propane ft3/hr(gal/hr)[Liter/hri 1/2 Load 34(0.94)(3.56) 46(1.25)[4.73] 58(1.56)[5.91] Full Load 62(1.68)(6.36] 70(1.93)[7.31] 84(2.30)18.711 Required fuel pressure to generator fuel inlet at all load ranges-5 to 7 inches of water column for natural gas,10 to 12 inches of water column for LP gas For Btu content,multiply fl3/hr x 2520(LP)or 113/hr x 1000(NG) COLON 2-Line Plain Text LCD Display Simple user interface for ease of operation Mode Switch -Auto Automatic Start on Utility,failure.7 day exerciser -Off Stops unit Power is removed.Control and charger still operate. -Manual/Test(start) Start with starter control,unit stays on.It utility fails,transfer to load takes place. Programmable start delay between 10-30 seconds Standard Engine Start Sequence Cyclic cranking:16 sec.on,7 rest(90 sec.maximum duration) Engine Warm-up 5 seconds Engine Cool-Down 1 minute Starter lock-out Starter cannot re-engage until 5 sec.after engine has stopped. Smart Battery Charger Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Automatic Low Oil Pressure Shutdown Standard Overspeed Shutdown Standard,72Hz High Temperature Shutdown Standard Overcrank Protection Standard .Safely Fused Standard Failure to Transfer Protection Standard Low Battery Protection Standard 50 Event Run Log Standard Future Set Capable Exerciser Standard Incorrect Wiring Protection Standard Internal Fault Protection Standard Common External Fault Capability Standard Rating definitions-Standby.Applicable for supplying emergency power for the duration of the utility power outage.No overload capability is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). •Maximum wattage and current are subject to and limited by such factors as fuel Btu canted,ambient temperature,altitude,engine power and condition,etc. Maximum power decreases about 3.5 percent for each 1,0W feel above sea level;and also will decrease about 1 percent for each 12°C(10'F)above 15.5'C(60T). Generac° Guardian® Series Standby Generator - 8 kW - 10 kW - 14 kW EZ Switch " Features Modet'6 I tl It 'Lor l • Electrically operated,mechanically-held contacts for No.of Poles 2 2 2 fast,positive connections. Current Rating(amps) 100 100 100 Voltage Rating(VAC) 250 250 250 •Rated for all classes of load,10D%equipment rated, Utility Voltage Monitor(fixed) both inductive and resistive. -Pick-up 80% 80% 80% -Dropout 60% 60% 60% - 2 pole,250 VAC contactors. Return to Utility approx.15 sec. approx 15 sec. approx 15 sec. Exerciser weekly for 12 minutes Standard Standard Standard - 160 millisecond transfer time. UL Listed Standard Standard Standard Dimensions(H'x W'x D')Inches(mm) 26.5 x 12.5 x 7(658 x 308 x 172) -Dual coil design. Total of Pre-wired Circuits 10 12 14 No.15A 120V 3 5 4 No.20A 120V 3 3 6 -Main contacts are silver plated or silver alloy to No.20A 240V 1 - 1 resist welding and sticking. No.30A 240V 1 1 No.40A 240V - 1 1 •NEMA 1 (indoor rated)enclosure is standard on the No.50A 240V - - - 100 amp switch. Circuit Breaker Protected Available RMS Symmetrical -Pre-wired 30 foot(9.1 meter)whip to connect to the Fault Current @ 250 Volts 10,000 10,000 10,000 pre-wired external connection box W2 - Pre-wired 2 foot(0.61 meter)whip,color coded to connect into the existing electrical panel. Mechanical Dimensions In Inches F1.133ENERAC'. Current No.of Height Width Depth H1 Rating Poles H1 H2 I W1 I W2 100 UL Listed 1 2 26.5 in 29.25 in I 8.14 in 12.5 in_j 7 673mm 743mm I 207mm I 317.5mm I 178mm H2 LH �® Terminal Wire Ranges ATS Rated Amps Switch Terminal Neutral Lug/Stud Ground Lug 1 ODA 2-Pole UL 1 x 110-12 1 x 3/8-16 Stud 1 x 2/0-14 W1 Design and speariabons subject to charge widaut notice.pmensionu ft m are approximate.Cordact ym Generac dealer for certified drakVs.DO NOT USE THESE DIMENSIONS FOR INSTAtll1TION PURPOSES. 637. [25,11 1218 [47.91 O 731.9 [28.81 GENERAL O O I I-MI 642 (25.31 76 PEA Q rVa 1228 I4&31 MINIMUM LEFT SIDE VIEW FRONT VIEW �61Z5� �'3 DEPARTMENT DECISION APPLICATION FOFAJ=PERMIT PERMIT# Application is TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg.Permit# (Date) ( ilding Inspector) Application must be printed or typed FEE SCHEDULE ri lion of Job:Lon" $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHON # O W N S f OWNER G f OWNER ADDRESS d �. � - . V Oy OWNER PHONE C ESTIMATED COST $ V "I * ` IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ TYPE OF JOB: 75L dSOR•Cod New Installation /Alteration/Addition Repair 20'/361 S4tej Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO. OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE� QFL O , �� t,— --- C—t CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Ap BUILDING DEPARTMENT 7PROVf" 1540 SULLIVAN AVENUEBldg.Permit# 644-2511 ext. 230'Date spector Application must be printed or typed FEE SCHEDULE Location of Job: Il b �6cr-- Qr- 146Add l &&V'f $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANTI bAte (0,4 tt� A,-,j - f r U Buret- APPLICANT ADDRESS APPLICANT PHONE# d O W N S F,q OWNER eew a- S 4-fV OWNER ADDRESS /to 4ds4s-f- r: S� li(�K�s„r C¢ DG D 7� O OWNER PHONE 4 `f9U6� " G� `f— 31 a C :D ESTIMATED COST$ B O ►i + C� .l IS THIS A CONTRACT COST? Yes _No o �G FEE ENCLOSED$ r�6S o�/�� TYPE OF Cew �R C Installation _ItAlteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED A ❑RE //SIDENTIAL BUILDING PERMIT APPLI ATION? Wr NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK '9-14-m/I 4e-d gA eg:�4a caf (4 T -,�(,v r THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. i 93 5-7 i Cr CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE ?! - y 7 r y \ I Town of South Windsor General Map N Connecticut 04-101W0 S Date Printed: July 9,zoos PARCEL ROAD NAMES 0 60 Feet Property boundaries are derived from the Town of South Windsor Tax Assessor maps,digitized at a scale of 1 Inch=100 feet,and Include the same data limitations and disclaimer as the Assessors map All other data portrayed is representation only and,due to Inherent mapping limitations,should be used as a guide only. The intent of this map is to present a graphical representation of property bounden and selected data,and the map is subject to change as more accurate surveys may disclose. Property boundaries mapped as of June 4,2001. o SC E JUL0 q ?.gal South Windsor BUILDING DEPARTMENT 10 THE u:IW)+ ,. :� t4+•.t n.:Tt rs:t.._ !his certified Coat 014 plan and speafleatioos 0"'yr copies of the proposed Hullding or alterations to b. erected at //////''''''/������ ' h V�h , XQ "-$ Ctree, together with amendments stated in application an, "led with plan and 1 agree to comply with all zoring ^uilding and state laws and such orders as shall b. Issued by the Building Department during pendanry ;f this appli Jon and fit its... of a building \/ permit. 644_,4� J� Signed This plan is approved subject to the condition that orders and ordinances regulating building shall bs :omplied •vith. Conditionally Approved These filed with 'ram Building Inspector Clerk �.ts No. CERTIFICATION OF ZONING COMPLIANCE Proposed build;.^,g(s), use(s) am,"'C- structure(s) as shoo.r. on -f-.is p!gin apn D,;.r(s) to ho in conorn-, lice ;h current au ') vrin-_` or reer- l is. Vaii--nces and S;_.;ta_J oxcepuons ma; y. Date '7 5 6 i ing &4orcernent Officer ome Comf ort /0"0 LLC Statement of Agent Authorization I hereby designate and authorize Home Comfort Now, LLC to act in my behalf as my agent in the processing of all permit applications and to furnish, as requested, supplemental information in support of this application for the residence I=ted at: r 7 (2 / As legal property owner, I (we) accept the legally binding nature of this permit application and acknowledge the ultimate responsibility of the owner in executing the conditions of the approval. I also understand that this authorization does not transfer ultimate responsibility for the approval to the agent. D Signature of Property Owner Date SigKature of Property Owner Date 0bl�- bhq -o�� hLO10 J') JQ! rro(j J►4^oS' arl +j'-w o I1 t- tea ! f �(22_ Y)O Sv i7C n� _ I r.t nNv� U-i r�JD7N-Y .s;-S'Qc► 9x Cn --- — ��a�n 0-1 a i • UL SfiSL CALIFORNIA FACTORY BUILT HOUSING CMJ-TEM 1-4 • FLCR;DA PRODUCT APPROVAL SSCS • FLORIDA PRODUCT APPROVAL 3857-RI • FLORIDA PRODUCT APPROVAL MI-RI tt11 tool#% • FLORIDA PRODUCT APPROVAL 6791 • CITY OF LOS ANGELES STANDARD PLAN NUMBER 6 • FLOR.DA PRODUCT APPROVAL 6391 • FLCRIDA PRODUCT APPROVAL 7086 • FLORIDA PRODUCT APPROVAL)u82 % "\`Y ' 2.•- , S �....... tg'<� _ �� Ir 3c .. z < iRO n. ryD iw �v b a -3.-ZIs u � o W FS F �W I SPECIFICATIONS FOR < 3�a SUNROOMS AND PATIO COVERS WITH oW<=� 3 625 INCH WALL MULLIONS n 0 0 a 1� U � p PAGE NUMBER10 a " COVER SHEET INDEX OF SHEETS 1 FLOOR PLANS, ELEVATIONS and ROOF PLANSo 2 3 625" SUNROOM SYSTEM ROOF DETAILS and NOTES 3 3.625" SUNROOM SYSTEM WALL DETAILS 4 3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS 0 N 5 3625 SUNROOM SYSTEM WIND LOAD CALCULATIONS Vf W U DATE: DUNE 15.2007 was A CL cy.K fJl ASBIAIY A.£ cT YIiOMN"YM.W ONA1 i ..C[19MN ilihiR DRAM Br DMG.NO.: v 4TEM0 G:� x17�H0MEC0MF�4TEM000VER N t r Qr\,11`111*Iff �'33 o Cis EXISTING STRUCTURE w Cry ROOF PROJECTION 2E o ao J N • �• F ¢ J E E �•�� �: ROOF PANEL J ROOF PANEL o a • •! '•.• C.m o OPTIONAL DOOR g 04� * P���♦, fuull�� o� Cl z 18" 12" TYPICAL MAX. % / % / E o 12" TYPICAL-4 U <U MULLION SPACING NOT TO EXCEED 8 FEET —MULLION SPACING NOT TO EXCEED 8 FEET VARY TO SUIT < W ' :4 co F. < _ `1 <'SW a R. z PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO ROOF PATIO COVER PLAN gig Q2 yO U C O W < ? � 2 6 co n m o e n • i U N m X o EXISTING STRUCTURE ROOF PROJECTION lo N a ROOF PANEL o F J ROOF PANEL a zo z m Li0 o n O 0-J o � m OPTIONAL DOOR J W o oz 18" 12" TYPICAL c Z o a MAX. % j % E 00 o z 1 o 1 ED @---("I — i - ow a n 12' TYPICAL-4 MULLION SPACING NOT TO EXCEED 8 FEET MULLION SPACING NOT TO EXCEED 8 FEET VARY TO SUIT � POSSIBLE °02 PANEL PROJECTION z Z J CL O EL PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN o o l.i W CL� GATE: JUKE 15,2007 NOTE: ' 9"�'1E 6M•S•uxl AK. utgrK Pu w o 3 ALL SECTIONS & DETAILS REFERENCED HERE ARE MfL55xl.N E"PNEA SHOWN ON SHEETS 4TEMO2, 4TEM03 AND 4TEM04. 0 LW 0" 5 MG.NO.: G:\11x17\H0MEC0MF\4TEMOINT 4T E M 0 1 1 OF 5 T T GENERAL NOTES & SPECIECATIONSLl ,�� ���t�♦tii�j� r0 I-w ... INSTALL #6 SMS 1. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL � y ALUMINUM CAP FLASHING (jY•• / AT 4. ON CENTER FENDER WASHER 1/4• CARRIAGE BOLT SHOWN ON DRAWING NO.4TEM04 OR UNDER A CODE-APPROVED EXISTING ROOF, ��� Ra ALUMINUM SKIN ALUMINUM SKIN 2. DESIGN LOADS SEE TABLES FOR DESGN LOADS AS SPECIFIED PER THE 2006 r,V�p INTERNATIONAL RESIDENTIAL CODE AND THE 2006 INTERNATIONAL BUILDING CODE. J ••a F+,•- IT Mr 3. FASTENERS SCREWS SHALT.BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, : Q ZINC PLATED,GALVANIZED STEEL OR 2024-T4 ALUMINUM. DO NOT USE V• 4A 0 o tf�);•• i ALUMINUM FASTENERS IN ADD TREATED LUMBER 4. ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM(EXCEPT SOLID "/T G> �♦ PANELS)ARE OF ALLOY k TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED •i '.�7'�•F; '•T'�'.P!.•, OTHERWISE AND ARE A MINIMUM OF 0.060 INCHES THICK. 5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUB,ECT TO Rn ,JIJJItttttt •.•• 'Y •` ,�';'!` `•'T1 :•� •.+.�'' WATER INTRUSION SHALL BE FULLY CAULKED. m o �i ��"'.; ::• '•''::F; 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPPIE a u" L^ ^I GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CORE. ' 7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE $yet o RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE(STUDS, HEADERS,BEAMS ETC.)SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR $< ?tq 0.032" ALUMINUM 0.032" ALUMINUM THE ATTACHMENT OF THE RIDGE BEAM.THE ADEQUACY OF THE EXISTING FRAMING a N ? IS NOT A PART OF THIS DESIGN OR APPROVAL. ROOF PANEL AT CATHEDRAL ALUMINUM SKIN��[ 8. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS u i <fir sz PEAK WITHOUT BEAM DETAIL REQUIRED BY THE 2006 INTERNATIONAL RESIDENTIAL CODE c x z S 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED o ''6 UL APPROVED FIXTURE BOX PER CODE.10. EXPANSION ANCHORS SHALL BE'HILT(KW1K-BOLT Y•ANCHORS,'TRU-FAST ZAMAC W NAILIN-,TAPCON FASTENERS OR EQUIVALENT. THE 1/4'#ANCHORS SHALL HAVE CEILING FAN MOUNTING DETAIL A MINIMUM TENSION VALUE IN CONCRETE OF 565 POUNDS. WOOD LAGS SHALL BE a < < 1/4'BY 3'GALVANIZED LAG BOLTS 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. U, Its i`a ROOF HANGING RAIL MOUNT EXISTING TRUSS ROOF WITH 12 SEE SHEET 4TEM05 FOR DESIGN WIND LOADS. if i AS n S W/(1)1/4'a 3'LAG SCREW SHINGLES OVER FELT PAPER 11 ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS k8 m F a B O.C. CAULK EXT.EDGES PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH FASTEN SM GUES USING nYE TAS 100-95.TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINOUS --- MATS PER s,w GlE. ROOF SYSTEMS,TEST REPORT DATED JUNE S.2006. g -- - cwTx+uous TbKWAT,i 14. ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO,INC.INCLUDE TEMPERED 3 OF SNOW 4,ICE SHELD HPG-2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE CODE W m o �' IV METAL FLASHING AT OR RAFTER ON CENTER W/MWWW 6•SEAM LAP (SCREW k CAULK) C) ;i!Z� REMOVE EXISTING DRIP EDGE 1dQ RQOF� m 'C INSTALL 7/16-OSB o M TO NEW 2X4 LH < on Ec TEMD RDDF PANELS I ; Q ATTACH NEW 2X6 FASCIA BOARD ACID 2 x 4•S V WHERE REOUiRED USING(2)1/4•X3- U LAG SCREWS INTO EACH RAFTER OR TRUSS O 12'0/C U I IV --.-- TABLE "C": MAXIMUM ROOF X TEMO RECOMMENDED SUNROOM MAX EXISTING JAPPUCAT-OF$,TINGLE$TOO. < ROOF ATTACHMENT TO THE EXISTING EXTERIOR THE TEMO ROOF SYSTEM AS PANEL SPANS* SOFFIT. SOFFIT REINFORCED AS SHOWN WALL SHOWN MLL N0T VOID THE U 7fM0 SUNROOMS WARRANT•/ DESIGN PANEL DESIGNATION co 0 " SHINGLES TO ROOF PANEL 0 o n 11 ROOF TO OVERHANG ATTACHMENT DETAIL LOAD T-3-2-32 T-4.25-2-32 T-6-2-32 REINFORCING AND ATTACHMENT DETAIL 30 PSF < R SNOW LOAD 13'-0" 15'-6" 18'-6" o 120 MPH WIND & o I 112 SMS 0 6-OC.MAY 40 PSF a EXIST:NG EXTERIOR ROOF CLEAT 18x1/2•Lc. SNOW LOAD 11'-6" 13'-8" 16'-2" LV RESIDENCE SMS 0 6'O.C. ' 120 MPH WIND („ LAMINATED ROOF —� SEALANT PANEL SEE NOTE/2 p H * MAXIMUM PANEL OVERHANG IS 1'-6" z W MINIMUM ROOF PANEL SLOPE IS 2% N o z L0 0 CONTINUOUS HANONG� RAIL PER®OR 2-/14 W'L`OD LAG SCREWS 0 16' N O.C.TO PENETRATE SOUD INTERIOR ROOF CLEAT�W WOOD 1 3/4'MINIMUM DATE .NNE 15,2007 YMES A MANLY,PE 601 ASBURY AVE. NATx1NAL vAmt w 66061 � hx Iax;saS-lze ROOF PANEL/WALL ATTACHMENT F ROOF PANEL SPLICE l�l WGrtavwu dG Ea R Lic pls.e UK NO.:E"M 02 G:\11x17\HOMECOMF\4TEM02NT120 20F 5 SOLID PANEL •}[`�y,�\ ,•,��� �i, • •�` �•• • FULL HEIGHT MALE FULL HEIGHT MALE FULL HEIGHT MALE FULL HEIGHT PALE • AND FEMALE AND FEMALE AND FEMALE OR SOLID PANEL Lti • 1��$yjJ 8 SMS 0 TOP, / �\• y\� BOTTOM, & 0 24• ,� 1• ••��.�,�. O.C. BETWEEN o �� JJlillilll � o a3bf y8 SMS 0 TOP AND 08 SMS 0 TOP AND ye SMS 0 BASE FULL HEIGHT CORNER r BOTTOM CHANNEL BOTTOM CHANNEL AND TOP CHANNEL [� WINDOW JAMB TRANSOM JAMB PANEL ADAPTER AT SOLID WALL PANEL _0 SL DING WNDOW 0 FIRED GLAZING MALE / FEMALE MULLIONS A"DBTOPSG"A"N� m < o r CORNER N < p a i � FULL HEIGHT FULL HEIGHT ]Sm� FEMALE AND MALE FEMALE AND MALE SOLID PANEL '^ ye SMS 0 TOP AND y8 SMS 0 TOP AND FULL HEIGHT MALE ys BOTTOM CHANNEL EXSTING w BOTTOM CHANNEL AND FEMALE o W ;s ,14 WOOD SCREWS RESIDENCEu a W z a OR TOGGLE BOLTS o u < 3 0 WO.C. < iaW 3E k)fa1 y8 SMS 0 TOP, / m BOTTOM, & 0 24• o O.C. BETWEEN a o^ FULL HEIGHT V a z N FEMALE ,8 SMS O TOP c=i ,o AND BOTTOM CHANNEL 3 N SOLID WALL FULL HEIGHT FULL HEIGHT PANEL OR n TUD TUD o SMS 0 BASE MALE r a0 AND TOP CHANNEL O o Y 0 WINDOW JAMB TRANSOM JAMB PANEL ADAPTER AT z 11 SOLID WALL PANEL tJi a 0 SLIDING WINDOW 0 FIRED GLAZING m I 0 SOLD WALL PANEL CONNECTION 0 HOUSE OE FEMALE/WALL STUD/MALE & o J I FULL HEIGHT FULL HEIGHT < [c° MALE FEMALE _ [I FULL HEIGHT FULL HEIGHT o e y8 SMS 0 TOP AND MALE FEMALE FULL HEIGHT FULL HEIGHT BOTTOM CHANNEL FULL HEIGHT MALE FEMALE o N RACEWAY CAP ye SMS 0 TOP AND FULL HEIGHT ,8 SMS 0 TOP AND BOTTOM CHANNEL RACEWAY CAP BOTTOM CHANNEL FULL HEIGHT RACEWAY CAP O J C) Q y8 SMS O TOP, Z J BOTTOM, & 0 24• O.C. BETWEEN N m Q LJ W V) N M C,4 >- M FULL HEIGHT IRATE: RACEWAY FULL HEIGHT FULL HEIGHT 'JNE 15.zom WINDOW JAMB RACEWAY RACEWAYr .PC x.mnK rue,,u mou TRANSOM JAM PANEL ADAPTER nv[mow[we[[r O SCCING WINDOW [ rhw OWG MALE/RACEWAY/FEMALE MULLIONS 0 FIRED GLAZING SOUD PANEL 0 SOLID WALL PANEL NO.:4TEM03 G:\11x17\HOMECOMF\4TEM03NT 3OF5 ( 1 Y C� ...1/4'X 3"LONG LAC BOLTS o 0 120 MPH WIND SPEEDS o N #12x4" SMS W/3/4" O.D. ALUMINUM WASHER LOCATE 1-ANCHOR 4'EACH y• & NEOPRENE INSERT SPACED @ 8" O.C. SIDE OF MULLION AND AT 16"O.C. y BETWEEN EACH MULLION. m � d);J C PIERS WITH T:E DOWNS N C11 Z:Q BASE/WALL CAP PER LOCAL CODE. S O V;O SAME AS BEARING EXPANDER V' Z N,� TO MULLION o Ko V� Gj BASE/WALL CAP SPLICE �,•CjG���,• TO BE 8"MINIMUM �n ♦ ��� FROM VERTICAL MULLION 44414111% INSULATED STRUCTURAL 2-#8 TEK SCREWS � EACH SIDE OF MULLION DECK PANELS �. ,: -• N u ALUM.FLASHING = � ,.,� 120 MPH WIND SPEEDS a N BEARING WALL SECTION ON J 3 e CONTINUOUS PANEL GUTTER T � TEMO NER APPROVED DECK PANELS W 8 SMS ® 12'O.C. TOP & THRU C o W a A BOTTOM TO ROOF PANEL Z 1/4'x a LONG Lac Bars a 0 120 MPH WIND SPEEDS <a;is3 ` LOCATE 1-ANCHOR 4'EACH ndza s CC SID = E OF MULLION AND AT 16'O.C. dz a 11-6" MAX. OVERHANG a BETWEEN EACH MULLION. BASE/WALL CAP = o m m E uj BASE/WALL CAP c t__ SAME AS BEARING EXPANDER ' TO MULLION TOP EXPANDER SHALL , BEAR FIRMLY ON MULLION HEADER �, z BASE/WAU CAP SPLICE PIERS WITH TIE DOWNS 0 3< SECTION PRIOR TO INSTAL- ? C7 TO BE 8"MINIMUM PER LOCAL CODE. c'3 tq A Z Z FROM VERTICAL MULLION u LATION OF FASTENERS o a EXIST. OR NEW WOOD THRU 1/4.0 EXPANSION ANCHORS A C o DECK IN GOOD CONDITION p n ALUM. FLASHING i ® 120 MPH WIND SPEEDS o z< LOCATE 1-ANCHOR 4" EACH z cn U SIDE OF MULLION AND AT 16" O.C. o N BETWEEN EACH MULLION. a ... ` SILL o- = BEARING WALL SECTION JZ a 4 BASE/WALL CAP U ON WOOD DECK n SAME AS BEARING EXPANDER uj o z w � + TO MULLION P= N 1/4'o EXPANSION ANCHORS 0 gd U w 0 120 MPH WIND SPEEDS m BASE WALL CAP SPLICE `'' / THRU /� N Q LOCATE 1-ANCHOR 4'EACH TO BE 8" MINIMUM A C > SIDE OF MULLION AND AT 16'O.C. r. BETWEEN EACH MULLION. i o FROM VERTICAL MULLION o = & a C3 J 1 w BASE/WALL CAP EXIST. OR NEW CONCRETE v SAME TO M AS BEARING EXPANDER (� o N SLAB IN GOOD CONDITION [—' a BASE/TOP CAP SPLICE P TO BE 8"MINIMUM PIERS OR FOOTINGS co FROM VERTICAL MULLION PER LOCAL CODE. EXIST.OR NEW CONCRETE v < J N SLAB IN GOOD CONDITION O ¢ w Z ZO d .4 P7 ti7 W W N � BEARING WALL SECTION J3 "' (" PIERS OR FOOTINGS M No tQ- PER LOCAL CODE. 1" MIN. @ 1/4"0 ON CONCRETE SLAB a - ANCHORS DATE: .PINE 15,2W7 -5 A Rl1.f.PE 6J •56NIY•.E w"WN P4(t,w 66o6S Pre(6]()ep.F)JO( BEARING WALL SECTION '""�'""`E `6 CT�/)5„5 DOC.N0: 4TEM04 G:\llxl7\HOMECOMF\4TEM04NT120 4OF 5 Wind Calculations for Standard Mullions .a .Z. N a €zg O W N F Wnd weed(80,90,100,110,120,130,140,150) 120 y a i Exposure(BC,D) b v O a� � Calculated Wind Pressure 24 o o O W 2 O {_p{er/ `ZZ mO Male-Female Mullion Male-Stud-Female Mullion Male-RacewayL Female Mullion o a ' �� Fs1si w� Na n m o P n Z I � h ,�� • < a 1 = Ll N b b I O P P M r I � O O O ~ O K P O J I b < N S I O .moo P In O N Maximum Mullion Height (ft) 9 Maximum Mullion Height(ft) 12 Maximum Mullion Height (ft) 15 Centroid(in) A 1.8282 Centroid (in) 1.8264 Centroid (in) 1.8502 C Moment of Inertia in 4 1.3283 Moment of Inertia i�4 A } {� ) 2.4763 Moment of Inertia L(in 4 3.7152 N U Section Modulus(inA3) 0.7266 Section Modulus (in A3) 1.3558 Section Modulus (inA3) 20080 Calculated Moment (lb*in) 14580 Calculated Moment(lb*in) 25920 Calculated Moment (lb*in) 40500 M Z Allowable Fb(psi) 21000 AllcmeUe Fb(psi) 21000 Allowable Fb(psi) 21000 Calculated fb 20067 Calculated fb 19117 Calculated fb 20169 °NE JUKE 15.2007 AMES A.CL Ncv.PE 01. ASB"AK wiu..E PA11R,w..ou Section OK Section OK Section OK P•�E,fa Ex 9¢E. Cf EM. , Or..NO.: \\temocod\e-root\11x17-2006\4TEM052006120MPHWIND 4T E M 0 5 50F5 t1UL 0 q Z007 South Windsor BUILDING DEPARTMENT TO THE BMW GWL TOWN Of WurN wWsO. This Certified that this plan aM speeifWations are tiv. Copies'of the propowd wilding Of alterations to • erected at — �k a q� - 4'rw� together with amendments stated In application F�, filed with plan and 1 agree to comply with all rori,7 Building and state laws such orders as sholi?+ issued by the Building eper mant during psndens` of this appli tion an final asµanCe 6f a bdlldari permit. Signed __] This plan Is approved aublact to the dfindiligif lfi4� orders and ordinances regulating building shall bE Compiled with. panditlorlslly Approved lfteaa fliadd *JfA Ouilding lnspecUK Eris Q♦1tA�� NI.���� I LINEAL BOX 07W7337 07/09/07 B-IL L O E M A T E R I A S T E M 0 , I n c . OFAXT(W6) 286--o e SHP TO, HOME COMFORT NOW, LLC NOTICE : p SENT BY: DANIEL DEVRIES, EX 18 ON: 06-21-20C THIS JOB HAS NOT BEEN CONFIRMED. w ADDRESS: t3 HIGHLAND STREET PLEASE FAX AN APPROVAL WHEN READY TO ORDER. o clTr EAST HARTFORD ST CT ZIP 06108 PROCESSED BY: MICHAEL RANG x221 x RELEASE APPROVED BY�_ CHECKED BY: ------�------� rn PHONE 610-2025 FAx 282-0230 LEAD SOURCE: ALUMINUM ON BOTTOM J06 NAME BRAINARD. SUSAN & ROYCE P.D.# 4219 SCHEDULED SHIP DATE: DATE SHIPPED: HOME SHOW OF DECK PANELS NOTES: ROOF SIZE: 9'-0" X17'-0" TRIM COLOR:SANDSTONE TRACKING #: 2007-0138-93 DECK PANELS OTY OTY GAUGE DENSITY ORD !mild ■ROOF PANELS ROOF LOAD 30P.S.F. 0.032 2 LB. 96100 O 4"X4'X. OOTD D.C. L. i 6X4X —1 " ' 96.00 4.0 ROOF COMPONENTS 3' 4 1/4" � STUDIO 8"X4'X. 4' X 9'-0„ 5 WALL HEIGHTS DO NOT INCLUDE ROOF THICKNESS WALL PANEL WALL PANEL X INTERIOR FINISH EXTERIOR FINISH THICKNESS OLOR WINDOW STYLE SANDSTONE SANDSTONE X FRAME: 406 - WITH CCT 20'-0' WHITE HANGING RAIL � 1 3.5 SAN TEMKOR TEMKOR SASH: 406 - 3/4" INSULATED GLASS 20'-0" GUTTER W/CTA 4 t] GUARD-6 1 WINDOW/DOOR SECTIONS PLEASE SPECIFY HEIGHT OTY O.G FILL PANELS: W X H OTY QQ ROOF CLEATS a 17 20 4 ORDORD 3 X 8 1 ®F 2 44 x 96 1 CATHEDRAL CLEAT - 17' 3 X x 13' C-FASCIA N A 4 X 8 1 OFF 2 x x 20' C-FASCIA 1 4 X LINEAL COMPONENTS 406 SYSTEM 2" X 6" X 16' DECORATIVE BEAM/POST 5 X 8 1 OF 2 16' BASE/CAP EXPANDER 4 3' X 3' X 20' POST W/SHOES 5 X 20' BASE/CAP EXPANDER DOWNSPOUT KIT X 20' FEMALE 1 DELUXE IG SKYLIGHT X I ROOF TEK W/PLATE 50 FIXED LIGHT 12.0 X 8 1 OM 1 16' CORNER 1 FIXED LIGHT 1B.5 X 20' MALE FIXED LIGHT 24.0 X 20' HEADER EXP, 08 x 1/2" TEK SCREW, PHILLIPS SOUARE S ❑W 500/300 5' PATIO DOOR 20' ELECTRICAL MDG. TEND CAP SETS 2 MASONRY DRIVE PINS OR 3 1/2' LAGS 0/25 5' P.D. OPENING X 20' VERTICAL RACEWAY W/CAP 1 SOLAR SEAL 0 6' PATIO DOOR 20' ANGLE (1") #10 x 2 T/t" T.P. SCREW 50 6' P.D. OPENING X 20' EZ TRIM SPLINE #10 x 1 1/2" SCREW 15 8' PATIO DOOR 16' EZ TRIM 8' P.D. OPENING X. 45' ADAPTOR 16' #15758 TDUCH-UP SPRAY PEN BOTTLE FULL VIEW RH LH 1 20' WALL STUD DECK PANEL SCREWS 8" 40 3' OPENING:36 x 80 x8 1 �» � .� O . w / ` f m kx . 0 & � =A E . k } . c A 2 ©24:, 0 o v �z � Im@-0§ £R> ' �ozoM ,@P �r w m§k`> �kd g8&]Frn : 44 ®'k ƒ yam 2�lazC.)0} q��m® §e kA• , /7§f§ Rk og ° . § DEALER:HmECaF 0 W73 7 PH. ) TEMO SUNROOMS INC. SRANA% SSA a RO CE 20400 HALL R 10ROBER,m CLINTON TWP, W 48038 SOUTH WNDSOR. CT 224 PHONE: (5 g 2 6 0 10 DRAM BYMICHAMRANG N2eAse 1 SCALE: »E FAX: (586) 2608 4TEM04 FIG. I SEE ATTACHMENT DETAIL 'B' INm ATED ROOF PANELS CLAD S�UCNRAL U EXISTING Z �o00 HOUSE 00 0 COm 4TEM04 7 _6 $'-D" 0 0 5 N -'No� u FIG. J2 Z o: SEE PANEL Q F- SPLICE DETAIL =z SEE SCREW :2o Or z „ PATTERN DETAIL Lj -* z o x I- o�= Q ac>aL� TEMO FLDDR PANEL 4 x 4 ACQ POST '` •'• ttr MAX O�AIANC) JIN . ';�:NSIZE PER(SEE PLAN VIEW) 1 —7" PIER HEIGHT ABOVE (2) 200 ACQ LOADBEAM FULL4'_p"GRADE MAX. fi" DECK LENGTH W/SIMPSON AC4 CONNECTOR OR EQUAL GRADE w SIMPSON ABA44 POST2 x 10 LAGGED TO STRUCTURESHOE 0R EQUAL ATTACHED W/ 2X4 LAGGED AS SHOWN PER MANUFACTERER SPECS 3 —B WOOD FRAME. g 1/2" LAG BOLTS 016' 0 0/C - STAGGERED. - c �,-D„ MASONRY BLOCK OR IL o NO CONCRETE WALI. ^ U z 0 ALL EXTERIOR STRUCTURAL WMSER LEDGER BOLTED THROUGH r0 0 �E TO BE PRESSURE TREATED CONCRETE WALL 00 FLOOR1 / ^ �3 , PANEL o�6 0/CC #8 X 2 1/4" O In SECTION DECK SCREW z ~ f 1/2' LAG SCREWS N 2 x 6 JOIST USE STAINLESS STEEL or TRIPLE DIPPED Q } GALVANIZED FASTENERS INTO ACQ LUMBER z PANEL SPLICE DETAIL LEDGER DETAIL Q ROOF PANELS: 3", 0.032, 2#, ROOF L m EXISTING HOME 2-2 x 10 x 16' ACQ LEDGER (W/2 x 4 OF SAME LENGTH) FOR ATTACHING TO HOUSE ONLY U 4'-0" IL A U _N 2-2 x 10 ACO STRONGBACKS Z_ w ul 000M Z (n 000 0O �� I J O co m LaO N N f /11\ a 00 t0 t0 x Q v� N0 Z 2-2 x 10 ACQ STRONGBACKS O z O " W �t— X ~ N0CLLQ 6'-6" (TYP.) „ 15 -0 1 -0" z Z s � t � e a V W yx z O M 0 �� < moo 0 n � O � Z Q N J f= Q U DECK PANEL NO p < 3 Z 1) SEE ESR-1403 = m 2) FLOOR PANELS ARE 6' ALUMINUM ON BOTTOM OF DECK PANELS AT CUSTOMER REQUEST. c m FASTEN ROOF PANEL TO ALUMINUM CHANNEL WITH #8 1 /2" SCREWS AT 12" ON CENTER TOP AND BOTTOM U METAL PREFLASH AND z CAULK TOP & BOTTOM vi o to MOUNT W/ #8 X 1 /2" SCREWS o 000 @ 6" O.C. � � 00 z p N N J d co O co m Ln in ..(�.p•0�• 0 z' :2ooGj L11dZOX �- OJSQ EXISTING WALL HANGING RAIL MOUNTED WITH 1 /4" X 3-1 /2" SCREWS n INTO EACH WALL STUD STAGGERED TOP & BOTTOM s 0 �0 W e3 a M owjE < 9 9 wok DETAIL B Ix Ix U. D � ( 0 W 0 � z m USE STAINLESS STEEL or TRIPLE DIPPED a GALVANIZED FASTENERS INTO ACQ LUMBER m 0 0 EXISTING HOME A B I � I I I I of to I I I 11000 Al ,o'—o" I I I I i t �� o�NN ,o-o' 0 '� N I I I I I Z= -_� Z � a v� O Z p 0 Z w � Z0X L55'IWINDOW f5�WI OW la' Q.L-SWING D0 15'-0" 2A Z 0 v K a O W � o M O �� moo 0 �N Z c NOTE- FRAME COLOR: SANDSTONE NOTE. ENCLOSURE NOT TO BE USED THE SIOE WALL ATTACHMENT A o FACIA/TRIM: SANDSTONE AS A PERMANENT LIVING AREA TO HOUSE IS A NON-LOAD o Q BEARING CONNECTION. INTERIOR KP: SANDSTONEPROPERLY = Z m O EXTERIOR KIP:SANDSTONE OFALU U ALUMINUM SIDES S SKIN TYPE: TEMKOR AT THIS CONNECTION. 0° 75 PARTS LF. ND INSTALLERS LAYOUT SKETCH FEMALE :H VERTICAL CHANNEL VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING CMALE LICORNER THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. I-1 RELEASE APPROVED BY I 100 co CUSTOMER: HOME COMFORT NOW, LLC "' In JOB NAME: BRAINARD, SUSAN & ROYCE 3 5/8" WALLS U n L� 10'—0" Al A 10'-0" cn On 00 00 55 [� 55 [� 12 �] SWING 2 11/16 2 11/16 15'-0" NOT TO SCALE UL 58SL ICC LEGACY REPORT PFC-5176 FLORIDA PRODUCT APPROVAL 5505 07W7337 07/09/07 HOMECOMF ICC EVALUATION REPORT ESR-1403 DETAILED BY: MICHAEL RANG FLORIDA PRODUCT APPROVAL 6391 FLORIDA PRODUCT APPROVAL 3857-R1 PERMITS/INSP PAYMENT RECPT# 20192354 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 07/09/07 TIME: 10 48 CLERK: akehoe DEPT: CUSTOMER# 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 550 00 AMOUNT PAID: 550 00 PAID BY: HOME COMFORT NOW, LL PAYMENT METH: CHECK 2038 REFERENCE: A AMT TENDERED: 550 00 AMT APPLIED: 550 00 CHANGE 00 11000451 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/15/11 GIS ID:76500110 FEE: 75.00 MUNIS APPLICATION# 201101045 BUILDING DESCRIPTION: APPLICANT,, LOCATION NAME: BARRETT HARRY EDWARD IV ADDRESS: I I0 ROBERT DRIVE ADDRESS: 25 PINE TREE LANE "" OWNER: BRAINARD ROYCE E&SUSAN B SOUTH WINDSOR,CT 06074 73 110 ROBERT DRIVE SOUTH WINDSOR,CT 06074 a DESCRIPTION OF WORK: REROOF. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/15/2011 12:35 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300464 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 10/30/2013 GIS ID:76500110 FEE: 15.00 MUNIS APPLICATION# 201301540 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONNECTICUT PROPANE&PETROLEUM ADDRESS: 110 ROBERT DRIVE ADDRESS: 21 AUSTIN DRIVE OWNER: BRAINARD ROYCE E&SUSAN B MARLBOROUGH,CT 06447 A10 ROBERT DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL AND WIRE ONE 14 KW GENERAC AUTOMATIC STANDBY GENERATOR WITH ONE'100 AMP ATS.NATURAL GAS OPERATED. TAP INTO GAS METER AND RUN LINE TO GENERATOR. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/30/2013 12:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300459 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/30/2013 GIS ID:76500110 FEE: 105.00 MUNIS APPLICATION# 201301540 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NEWINGTON ELECTRIC CO. INC. ADDRESS: 110 ROBERT DRIVE ADDRESS: 16 PROGRESS CIRCLE ,- OWNER: BRAINARD ROYCE E&SUSAN B NEWINGTON,CT 06111 ` 110 ROBERT DRIVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL AND WIRE ONE 14 KW GENERAC AUTOMATIC STANDBY GENERATOR WITH ONE 100 AMP ATS.NATURAL GAS OPERATED. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/30/2013 12:57 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800014 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 01/10/2018 GIS ID:76500110 FEE: 18.00 MUNIS APPLICATION# 201800039 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 110 ROBERT DRIVE ADDRESS: 648 SULLIVAN AVENUE OWNER: BRAINARD ROYCE E&SUSAN B P.O.BOX 875 i. 110 ROBERT DRIVE SOUTH WINDSOR,CT,06074 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 40 GALLON GAS WATER HEATER REPLACEMENT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/10/2018 11:27 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE