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HomeMy WebLinkAbout11 PAM LN Electric # D E C E � V E PPLICATION FOR BUILDING PERMIT Plumbing# 1 f)Ef aQi 41?" FDate: HVAC # Sprinkler# Souln ft usor FINAL APPROVALS - - — — -- Estimated Cost $_ //�O� -- - -- - -- - - — Permit Fee $ 109 Building COMPLETE RED BOXED AREAS Occupancy Fee $ !a _ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit — - -- - --- --- _- CO. SIGN ON REVERSE SIDE / Total Fee $ 17 S Appr. for TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant ,-d u .- / Location of Work Lot No. Applicant's A dress 1.3 7 ��ie S� - 7�c�r Tel.# 0 Town Zip �6�0� C Lic.# Owner 14�",'C,4 occ. y5'l<_ Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �C.-c 00G' 4- 2-S^ X l�/ City WaterE' Well❑ Septic Systemo Sewer Ins: HO ul/SI' Cert. Area Basement Garage Approved by Date_ Use Group �L�Construction Type Revised M2 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 proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this ilding and its use is allowed. Signed I hereby apply for a Certificate of Occupan for the work described in this application for the permit. Signed DO NOT BELOW THIS LINE INSPECTION COMMENTS I DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: - $0-$1,000=$15.00 F:TTe:ntantD Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT m� �i�cj APPLICf ADDRESS APPLICANT P ONE# �S CL fl t-7 D W N S OWNER tG C—� ,s I O �4 OWNER ADDRESS 1 LGZ-4) G'-74 OIy E. OWNER PHONE y LT - 37i C ESTIMATED COST$ 6 3� 3 xIS THIS A CONTRACT COST? ✓Yes _No �` FEE ENCLOSED$ S 0 TYPE OF JOB: R•C New Installation _ _Alteration,/Addition/Repa' Lt ,ec APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE.OF S,GMM: TYPE OF BUI : ,ETHEATING SIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING O STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC 0 WARM AIR O UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) reDES RIBE ALL JEATING EQUIPMENGTeNCL ING MAKE&MODE NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION :0 INSIDE❑OUTSIDE CAPACITY O GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE_ OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER 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 OF SUCH WORK. k4 +c- C CONTRACTORS LICENSE N _ o _ T E STATE SIGNATURE OF APPLICANT I GSM DATE C� 11 PAM LANE 1. 8 s -Q -- s 8 --1 - o CD CV N O O O °133.07 226.E i 86.93 �, �^ •�� Legend M ` V� • - - - O Parcels __-. -Buildings Walenburses O t�wN SF, Cv �Q 2 25 62 O •O (�/ �• OSOR'C0 1 � M 4• r3 167 01 .6 ftoulh�� IS loo o r90 o Geographic h.fuemation System 1 inch equals 40 feet MAPPING PROVIDED BY SBC UNDER CONTRACT. DATA MANAGED BY THE SOUTH WINDSOR ENGINEERING DEPARTMENT AND IT TECHNOLOGY DEPARTMENT. SEP U 4 2008 D South bVindsor BUILDING DEPARTMENT 10 THE BULDIAG QEYT• %'Wfd Of SVJTH W:t;vSur rhls certifled that this plan and specifications are true copies of the proposed building or alteration& to be erected/(�a�tt 1l " o'-- Lx--� Street together with amendments stated in application and filed with plan and i agree to comply with all Zoning, Buiiding and state laws and such orders as shall be issued by the Budding Department during pendency Of this application and final issuance of a bulldtng permit. Signed This plan is approved subject to the condition that orders and ordinances regulating building shall be complied %ith. Conm ffiiEg tionally Approved h Building Inspector Clerk f)Re No. CERTIFICATION OF ZONING COMPLIANCE and/or structure(s) r t^) to ho in as i cn �. current �c -h �!li;. '�or cc- - :icn3 re. _. `f , and s:�<;.-.; cx, r Date ►�ng L or,;,e—me nt Officer �q 4J a ' j Y1 • _ '` `� °'�`• '�• •"fir � •r � •� lr sz Y !yy t f 1 •'t- .e f��� c � � •'y' � fir..._r 'S�• y�.� �1 � � Apf Or „-.IMF. • .. • .y � 1 t , i •1�n �, ,r p- ti. Y. -�f! b L• e i tir •A� .•.A I r"M'"li.q Y Y••»•'�-r ,J Y (`/,' Vim'•7�Sy �' ` �'r1 N. ,•�'.'^`� .' -� ) � � - �ray � 11 !�.'!�► f., �\,`, — .. l' *,' r Y EVERS=URCE Removal of Service for Building Demolition As owner of this property,I am requesting the permanent removal of the existing E"mource electric service and meters)to allow for the demolition of the builtfing In accordance with all applicable Connecticut General Statutes. I certify—the building is vacant. I CERTIFY THAT THE BUILDING IS VACANT AND SERVICE CAN BE REMOVED AS TRACKING NUMBER OF(DATE OF REMOVAL) STREET ADDRESS WHERE ELECTRIC SERVICE IS TO BE REMOVED NEAREST CROSS STREET L 1.�RN� oG-waool L1�1✓F' TOWN STAT ZIP CODE SERVICE POLE NO. o. Wp S r t' r 0t67 Ll ACCOUNT NUMBER(S) 30/30 30:- VOL?? METER NUMBER(S) METER LOCATION(S) O P/O 30 ;IL L 2 ❑ INSIDE g OUTSIDE THE REASON FOR THIS REQUEST? SPECIAL 1NSRUCTIONS: DEMOLITION ❑ CONSTRUCTION REMOVAL OF STREET,FLOOD,AREA UCi"NGNNMETERED EQUIPMENT REQUIRED? ❑ YES ❑ NO IF YES,TYPE OF EQUIPMENT ACCOUNT NUMBER PRINT NAME OF PROPERTY OWNER PROP OWN SIGNATURE MAILING ADDRESS 6ST'�tN ot� TOWN STATE ZIP CODE LT%Ve-r c 0- , vd of L PHONE NUMBER OF PROP OWNER FAX NUMBER EMAIL�Tt�?ION ADDRESS 5 (P- Z NOTARY PUBLIC DATE NOTARIZED Not required for aingle4amlly,owner-occupled dwellings -.Eversource INTERNAL USE ONLY— /1 Date service removed: I &'ygy l Q This confirms the removal of Evensourca electric awke for the address Indkated above. PRINT NAME OF EversoYrce $IG TURE OF Eversourc+REPRESENTATIVE DATE REPRESENTATIVE L I-S j I —-14-.' - To Avoid Delays Pleasa mplete All Information on this Form. U.S.Postal: Ovemight Express: Mall To: Eversource Clearing Desk Mail To: Eversource Clearing Desk P.O.Box 2985 107 Selden Street Hartford,CT 06104-2985 Begin,CT 06037 Fax: 1-877-285-4448 Clearing Desk Phone: 1-888-S44.4826 0554780516 F1026E Page 2 of 2 9/3/2019 (245 unread)-tinman3260Qyahoo.com-Yahoo Mail Find messages,documents,photos or people Compose (- Back <* ♦ Y m © ••• 3251_ONI.pdf Page 1 of l n 1 wwwr a sows r ww.q u�a r.w.rr�.r.ai�.wr�rr�.r�rraa raarw.wrrasw I Inbox 24S , This electronic message contains Information from Eversoume Energy or Its affiliates that may be confidential,proprietary or otherwise protected from disclosure.The Unread i information Is Intended to be used solely by the redpient(s)named.Any views or y •�a opinions expressed In this message are not necessarily those of Eversource Energy Ural Starred I or Its affiliates.Any disdosure,copying or distribution of this message or the taking of — eny action based on its contents,other than by the Intended recipient for its Intended 7130 Drafts 63 i purpose,Is strictly prohibited.If you have received this e-mail In error,please notify pr.730342 the sender Immediately and delete it from your system.Email transmission cannot be a Sent guaranteed to be errordree or secure or free from viruses,and Eversource Energy ❑,,..,,. Archive disdaims all(lability for any resulting damage,errors,or omissions. (------- �373 •y*+avows rmwr+r Spam (rtic ryl w• uro-/1 �•S s aace�_Jr Trash D ° e— ,.ar..r �r Less f sc exar r.. A. 32S1_000l.pdf aw rea Yews Show 118.SkB �— :s=w.-..ararz.�— Folders Show « a► L _y j iaamla,w....e.a......r.w..w... ea.aarws.r . .. en.z.+it.a�..t*ay.•�..+:marw .,y.�� a.-.nay.< w eR� sn..:•.[..c.•.=-ilw a:r_eE:.�_,x:.;is.�.�ir� ..a..ent:,ts.. ... ac.� Reply,Reply All or Forward httpsJ/mail.yahoo.com/dtfolders/l/messages/137126/ACgKoHoc9tYoXW6AmwgiCGOoMO8:2?.src=fp&guce_referrer-aHROcHM6Ly9sb2dpbi55YWhv... 1/1 s EVERS .. URCE October 10, 2019 Richard Russell 65 Tankerhoosen Rd Vernon, CT 06066 RE: 11 Pam Ln, Vernon CT 06074 To Whom It May Concern: This letter is in reference to the above mentioned address. Please be advised that Eversource Energy has cut the gas service at the curb valve for this property. Please note that Call Before You Dig (1-800 922-4455) must be contacted prior to the start of any work. If you have further questions or concerns you may contact me at (860) 292-2248. Sincerely, Lauri Tait Supervisor Gas Distribution cc: Chuck Folstein clhbuilder85@gmail.com I - Removal of Eversource Service for Building Demolition As owner of this property,I am requesting the removal of the existing Eversource service and meter(s)to allow for the demolition of the building In accordance with all applicable Connecticut General Statutes. I hereby certify the building is vacant. Street Address Where Gas Service is to be Removed Nearest Cross Street CAM /-,4 6 y w o a Ci frown / S State ! Zip Code 2 � © 00'7 �f Account Number Meter Number(s) Comments I P 4v�-fie � �e �Cl Property Owner's Name(please print) Prope y_Dymees Signat e r w ku SSe L( c1✓ G�f Mailing Address Phone umber Fax Number Cityrrj�own State Zip Code (I-e✓Zn)d,H/ 0 60 6 6 Name of Demolition Company: Contact Person: Contact Phone Number: ( ) -oIS erg /c: FRENNIE ELDERKIN MAR-�NNECTICUT PUBLIC t iLl.� Not Public 1,2023 Date Notarized --INTERNAL USE ONLY-- Date faxed to AWC: Date service removed: (MM-DD-YY) (MM-DD-YY) Eversource Representative's Name Eversource Representative's Signature Date IMPORTANT: To avoid delays,complete all information and mail original form back to one of the addresses below. No faxes and/or photocopies will be accepted. If you have any questions, please call the Eversource Customer Service Center at 1-800-989-0900. MAILING ADDRESSES: Regular Mail: Overnight Express: Customer Billing Services Customer Billing Services Eversource Eversource 1985 Blue Hills Ave.Extension 1985 Blue Hills Ave.Extension Windsor,CT 06095 Windsor,CT 06095 AUG 2 4 2019 0090001510 F1027E Page 2 of 2 I . Location Permit# DEMOLITION PERMIT REQUIREMENTS • Hazardous Material Survey: Asbestos Lead Paint • Letters/Confirmation of Utility Disconnect: Electricity Gas Water: Public: reuse %o abandon Well: reuse abandon* Sewer: Public: reuse abandon Drain Layer Permit# (if abandoned) Septic: reuse abandon* *These require procedures approved by the Health Department. • Historic District/Commission Approval Certificate • Demolition License (Single family home exempted if owner is present for demolition,and assumes all liability.CGS 29-4029(c)) 1) A certificate of insurance demonstrating the prescribed coverage, and which names the municipality issuing the demolition permit as an additional insured; and 2) A separate declaration from the contractor,on company letterhead signed by an officer of the company,with the following save harmless statement: In accordance with Connecticut General Statute 29-406 we [contractor] hereby agree to save harmless the[town or city]and its agents from any claim or claims arising out of the negligence of the applicant or his agents or employees in the course of the demolition operations associated with [project title,address]. t S 5 APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION q PERMIT NUMBER: APPLICATION IS HEREBY: I I V 0,45 7(o APPROVED: BLDG.PERMIT NUMBER: I S.•ill � � DATE INSPECTOR LOCATION OF WORK: e APPLICANT: OWNER: / TYPE OF STRUCTURE: �Q NEW BUILDING NAME: �1`` V C�nl D` - NAME: �Gl l�(� �i �jSe�I ❑ADDITION PHONE NUMBER: U 7 2-42-0 2- PHONE NUMBER: -7�(D D�j(p 23 p EXISTING BUILDING ADDRESS: q`''i S S +" ADD SS: Lo,5 ICt►'1)�_&r o5eq P) O� VI r0C>r) n f _ ��� TYPE OF USE: I VVV cal 111"- RESIDENTIAL ❑COMMERCIAL ELECTRICAL INFORMMATION- FURTHER DESCRIPTION OFWORK: TYPE OF INSTALLATION: K�/J L 2ih.r"l(yQ ( Vj Ot- / `e ^ (, �' 66 dY) e GLS SIZE OF SERVICE: ZOU A"m P.R/L_ > UCl1 e- Q i u Zop t+,-h SIZE OF MAIN SERVICE: '�f ® L- O S�ry Lc_e, NUMBER OF METERS: NUMBER OF PANELS: ' /� pq NUMBER OF LIGHT CIRCUITS: ��++ ` ESTIMATED COST:S y 1 om` NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: 2 3 FEE ENCLOSED:S Ll 9, NUMBER OF A/C CIRCUITS: FEE SCHEDULE:S18 PER SI,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT 1S$1.00 OVER. (16 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: S PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY 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 PERRFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: (9 b TYPE: l� STATE: SIGNATURE OF APPLICANT: DATE: l 2- ZbZv I APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860444-2511 EXT.230 DEPARTMENT DECISION � PERMIT NUMBER APPLICATION IS HEREBY: Zm 3a APPROVED: BLDG.PERMIT NUMBER BATE INSPECTOR LOCATION OF WORK: �Qltit a h �, lF'/l EfS cJ') APPLICANT: OWNER: TYPE OF STRUCTURE: y� ,O,D NEW BUILDING NAME: / L/Q� Lam( ' NAME: �I/P'/�/P-S O`�asre- G l ❑ADDITION PHONE NUMBER ,f�c),fX 7 l/763 PHONE NUMBER o E)aSPING BUILDING ADDRESS: , ,5- /�a�O�CI GtW ADDRESS: 1:2aA, �a-� TYPE OF USE: r� cT4bD�Z IDENTIAL o COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: ❑HEATING o A/C /'�iw AAC r&9 HEATING: TOTAL HEAT LOSS(BTUH),j3_'9-7T (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S �d v AIR CONDITIONING: Q 7 pal D DESIGN TEMP:OUTSH)E�'F INSIDE ! 5°F DIFFERENCE P FEE ENCLOSED:S v' fir,\R TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER (16 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING COI?ES IN THE PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: 3 '`/ TYPE: s - T STATE: SIGNATURE OF APPLICANT: DATE: 1124Z S�u 9 o I v APPLICATION FOR HVAC PERNUT TOWN OF SOUTH WINDSOR BUILDING DEPARTMEN' 1 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: � q cuaw APPROVED: 40 toil BLDG.PERMIT NUMBER: C O DATE INSPECTOR LOCATION OF WORK: APPLICANT: �ti O TYPE OF STRUCTURE: l NEW BUILDING NAME: �.`� 7 j� 1/) / NAME: / ❑ADDITION PHONE NUMBER: PHONE ER 0 EXISTING BUILDING ADDRESS:��- s ADDRESSj, TYPE OF USE: ❑RESIDENTIAL o COMMERCIAL 110 HVAC INFORMATION: j FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: /;AHEATING ❑AIC �% HEATING: c TOTAL HEAT LOSS(BTUH) 'F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): c _ _ ESTIMATED COST:S AIR CONDITIONING: DESIGN TEMP:OUTSIDE T INSIDE T DIFFERENCE F° FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH).• (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:SIS PER$1,000 OF ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND dNCE THE PROJECT IS $1.00 OVER (16 CENT EDUCATIONAL FLj,INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WII`H ALL LOCAL 6�DINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: G TYPE: _ STATE: SIGNATURE OF APPLICANT: DATE: i Winsupply of Manchester - 160 Hartford Road-Manchester,CT 06040 860-649-4563-ithuotte@winsupplyinc.com Sales Consultant: JR THUOTTE Job#: 11 PAM LANE S. Date: 12104/2019 System I (Average Load Procedure) Design Conditions Location: Hartford Bradley IAP,Connecticut Elevation: 180 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 420 N Design Grains: 27 Summer: 88 75 Heated Area 1404 Sq.Ft. Winter: 8 70 Cooled Area 1404 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1352 15262 6518 0 Windows 264 8261 10227 0 Doors 63 1212 508 0 Ceilings 1404 19070 13690 0 Skylights 0 0 0 0 Floors 1051 4032 802 0 Room Internal Loads 0 0 0 Blower Load 1707 0 A� Hot Water Piping Load 0 0 Winter Humidification Load 0 0 0 Infiltration 5745 616 791 APProved ACCA Ventilation 0 0 0 MJ8_Calculations Duct Loss/Gain EHLF=O ESGF=O 0 0 0 AED Excursion n/a 0 n/a Subtotal 53572 34068 791 Total Heating 53572 Btuh Total Cooling 34859 Btuh 98 Linear ft.of Hydronic Baseboard 2.9 Nominal Tons of Total Cooling *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations a estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek Accul-oad Report Version 17.3.7 Pag JW4 Tl C -I- N lAl L OFUUNNEC -11 DEP I R TMEN 7-OF COA SIMER PR 0 TEC TIO.\ PLUMBING&PIPING UNLIMITED CONTRACTOR -PIRO P NDOCI---, 512 HAZARD AVE ENFiELD,'CT--,060824733 License# Effective Expiration PLM.0283403-P1'-----11/01/2019-. '10/31/2020 SIGNED STATE OF CONNECTICUT DEPARTME.NT OF CONS1.11ER PROTECTION .HEATING,PIPING&COOLING LIMITED CONTRACTOR PIRO-P NDOCI 512 HAZARD AVE ENFIELD;CT 0 6082-4733 License Effective Expiration HTG.0403884�- ? 08/31/2020 0- . 01/2019 ..SIGNED ele APPLICATION FOR PL UMBING LUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: APPROVED:ov, BLDG.PERMIT NUMBER: cam'-�"� 2 DATE INSPECTOR LOCATION OF WORK: ✓ �� �q M APPLICANT: OWNER: TYPE OF STRUCTURE: W BUILDING NAME: A//, { 1 NAME: /M Y- Aw Rass I° ❑ADDITION PHONE NUMBER AD,-f/7/T�3 PHONE NUMBER: p ❑EXISTING BUILDING / ADDRESS: 5'�Z /�Ci 2,�n d ,P ADDRESS: // (/ a 4L tit TYPE OF USE: RESIDENTIAL o CObUdERCIAL PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: /�CAU /xQUIP ' C NO.OF TOILETS: -3 STYLE: NO.OF BATHTUBS: S 011 NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? /IJ/� PG,Id-lV hirncct�r� DYES aN0 ESTIMATED COST: S_ V SIZE OF WINDOW: SIZE OF DUCTS: jqq ��C/// I' SEWER OR SEPTIC TANK: FEE ENCLOSED:$ -ClJ SIZE OF WATER PIPING AND RISER: i WATER HEATER: TYPE MANUFACTURER (^t— }- FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART IL OF THE PERMIT FEE) THE UNDERSIGNED HEARBY 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: D � z d J /�D 3 TYPE: STATE: 9 � SIGNATURE OF APPLICANT: �T 7� � n rf DATE: I 2 • ff� APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DE t TMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 0607 860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION _ `l APPLICATION IS HEREBY: , 9CV 7 77f 0 APPZINSPECTOlk : �� BLDG.PERMIT,I MER: DATE f LOCATION OF WORK: \v/) APPLICANT: O R: TYPE OF STRUCTURE: �j L CyNEW BUILDING NAME: ,� (1 S`�Ly,QJ! !L�_ NAME. i/r G r_ /❑ADDITION PHONE NUMBER 2�— 11 �Q ePHONE NUMBER: ❑EXISTING BUILDING ADDRESS: ADDRESS: TYPE OF USE: o RESIDENTIAL ❑COMMERCIAL 06071 PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: f NO.OF TOILETS: _STYLE: NO.OF BATHTUBS: ' NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES oNO ESTIMATED COST: 10 SIZE OF WINDOW: SIZE OF DUCTS: SEWER OR SEPTIC TANK: FEE ENCLOSED: SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT is $1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART IL OF THE PERMU FEE) ` THE UNDERSIGNED HEARBY.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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.:O 7 OJ TYPE: STATE: SIGNATURE OF APPLICANT: DATE: • PLUMBING&PIPING UNTAMITED CONTRACTOR =PIRO P NDOCI' 512 NA7.ARI)AVE ENFIELD,CT 06082-4733 License#- -- Effective '' Expiration !; PLM.0283403-Pi 11/00019` 10/31/2020 SIGNED STATE OF CONNECTICUT DEP4 R TUEAT OF CO.VSUVER PRO I HEATING,PIPING&COOLING LIMITED CONTRACTOR PIRG P NDOCI= $12 HAZARI]AAVE ENFIELD,CT 06082-4733 License# Effective Expiration HTG.0403884- 0.9/01/20 9 08/31/2020 SIGNED } Ce imakk APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER' APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: Q ..R: DATE INSPECTOR LOCATION OF WORK: // 4✓/ J o y /✓, r,�/S,ry �' APPLICANT: OWNER: TYPE OF STRUCTURE: //__ �J /J ❑NEW BUILDING NAAIE: G1�IY�G�G G y-r r 7 ME NA . !� IiS S G/Z O ADDITION PHONE NUMBER �_�2/-D/ S�_ PHONE NUMBER 4MSTING BUILDING ADDRESS: ,dui /2 ADDRESS: / / �Ax, TYPE OF USE: .$ftESIDENTL4L o COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OFF WORK: TYPE OF SYSTEM: a HEATING ❑A/C �/� r�` // c n �/9 ` S Y S HEATING: TOTAL HEAT LOSS(BTUH) T (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): 00 ' ESTIMATED COST:S AIR CONDITIONING: DESIGN TEMP:OUTSIDE-e,Z r INSIDE 2 DIFFERENCE Z.1�F* FEE ENCLOSED:S I y J TOTAL HEAT GAIN(BTUH)a?ZO6((HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUD AND MODEL NO.): FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (Z6 CENT EDUCATIONAL FEE INCLUDED AS PART O L/ d 6 C v OF THE PERMIT FEE) e s s THE UNDERSIGNED HEARBY 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 PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: O E: - Z STATE: SIGNATURE OF APPLICANT: DATE: au000 1 I �i PO Box 475 Manchester, CT 06045 — ENGINEERING, LLC (860) 338-1702 www.souzastructural.com July 25, 2019 Chuck Hulstein CLH Construction, LLC 6 Stage Rd Coventry, CT 06238 Ref: Evaluation of Existing Foundation at 11 Pam Lane, South Windsor, Connecticut Dear Mr. Hulstein: Souza Structural Engineering, LLC (herein referred to as SSE) conducted an inspection of the above property on r 7/16/19 for the purpose of evaluating the structural integrity of the foundation. Base on this review SSE believes that this foundation is structurally sound and in that respect is suitable to be reused as part of the reconstruction of this single family residence, ,,, subject to the limitations ofwab.. replicating the geometry and Figure 1: 11 Pam Lane (7/16/19) loading of the previous structure. Condition: This structure consists of a split level with a full basement for the south portion and on-grade parking and a second level for the center and north portions of the building. A sketch showing the existing foundation layout is shown in SK-1, attached. The majority of the fire damage occurred on the south end of the structure, and was largely 11 Pam Ln 7/25/19 pg2/3 restricted to the superstructure above the split-level floor. In this respect it doesn't appear that much of the south basement foundation was exposed to much of the fire and associated heat. The two portions of the foundation that appeared to have the most exposure to the fire and accompanying heat were the stem walls on the front and rear of the center portion of the structure where the foundation walls extend approximately 4 feet above the slab-on-grade. In both locations the interior face of the foundation wall was black from soot exposure. The presence of un-melted copper wiring in both locations suggests that the temperatures remained below 2,000 F and no spalling,cracking, or surface crazing was observed, suggesting that the temperature remained blow 1,000 F. No destructive testing was undertaken and based on the observed conditions, SSE does not believe that such testin is necessary to evaluate the condition of the foundation. Or , r 1 � a _ 3, Figure 2: Rear Foundation Stem Wall Exposed to Fire Recommendations: SSE recommends that all existing superstructure framing elements be removed carefully to avoid damaging the foundation. In particular at the south end of the structure, the contractor should remain aware that removal of the floor framing will result in the foundation walls being laterally unbraced at the top of the foundation wall until new floor framing is installed. It is important to limit the ground surface loading around the foundation during this time and provide supplemental wall bracing as necessary to prevent inward deflection of the foundation walls and foundation cracks. At the time of 11 Pam Ln 7/25/19 pg3/3 the inspection not foundation cracks were observed on the basement foundation walls. The contractor should also re-use the foundation anchors wherever possible,taking care to remove bolts and washers prior to removing the sill plates to prevent damage to the anchors and foundation walls. Depending on the quantity and condition of the existing wall anchors,the contractor may need to provide some supplemental anchors with the new construction. Overall,the existing foundation structure appears to be structurally sound and suitable for re-use. However,the contractor remains responsible for determining the new framing configuration and ensuring that any changes in loading on the existing foundation do not result in overloading of the existing foundation. The recommendations provided in this letter are not meant to be taken as a construction directive. All work undertaken remains the responsibility of the property owner and his/her contractor. If you have any questions regarding this report,please feel free to contact me. `�uauunia �I `0" V. CO)v C N o.25889 �Q, E 41.1,S fpNA' Sincerely, SOUZA STRUCTURAL ENGINEERING, LLC Benjamin J. Souza,PE Principal project name EXISTING FOUNDATION 11 PAM LN SOUTH WINDSOR,CT CUCTURAL J OUZ ENESTR NEERING,LLC i 1 I PO Box 475 I FACE OF CONCRETE WALL Manchester,CT 06045 EXPOSED TO FLAMES & (860)338-1702 HEAT � I 1 I FACE OF CONCRETE WALL EXPOSED TO FLAMES & ' I HEAT j ivEp � I I AUG 12019 Rout Windsor - - — — ---—---- ------ --- — --- ----- - - — ---- =� Buildin a art ent date: 7/25119 Scale: AS NOTED EXISTING FOUNDATION PLAN "ed#. S K-1 SCALE: 16" = l'-0" 19-044 sketch: SK- 1 r I .., �f �� �..� _�� t t.. STATE OF CONNECTICUT DEPARTMENT OF i i HOME IMPROVEMENT CONTRACTOR CLH CONSTRUCTION LLC 6 STAGE RD COVENTRY,CT 06238-1132 Registration# Effective Expiration HIC.06 8/ 11/30/2019 SIGN N ED C U Nt� C d Lu lid a p� m STATE OF CONNECTICUT DEPARTMENT OF i HOME IMPROVEMENT CONTRACTOR CLH CONSTRUCTION LLC 6 STAGE RD COVENTRY,CT 06238-1132 Registration# Effective Expiration HIC.06 i r 8/ 11/30/2019 SIGNED EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 1 of 9 Simpson Strong-Tie® Project Input by: 1 1 Component Solutions"m Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project tF BASEMENT EAM B1 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level 2 O C O 1 D.Fir 2 SPF 3 D.Fir �c,� 9'6" '� "131/2" 19, Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Lure Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1938 685 0 0 0 Moisture Condition: Dry Building Code: IRC 2012 2 5972 2111 0 0 0 Deflection LL: 360 Load Sharing: No 3 1970 696 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<-100'F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF ,-D.Fir 3.500" 38% 685/2226 2910 L_ D+L Snow: 40 PSF 2-SPF 5.500" 99% 2111/5972 8083 LL D+L Analysis Results 3-D.Fir 5.500" 25% 696/2280 2976 L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -7428 ft4b 9'6" 14003114b 0.530(53%)D+L LL Unbraced -7428 ft-lb 9'6" 13492 ft-lb 0.551(55%)D+L LL Pos Moment 5369 ft-lb 4'1 5/8" 14003 ft-lb 0.383(38%)D+L L_ Unbraced 5369 ftab 41 518" 9063 ft-lb 0.592(59%)D+L L_ Shear 3506 Ib 8'8 1/2" 6428 lb 0.545(55%)D+L LL LL Defl inch 0.121(U920) 47 1/4" 0.309(L/360) 0.390(39%)L L_ TL DWI inch 0.147(1-/758) 4'6 3/16" 0.464(L/240) 0.320(32%) D+L L_ Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slendemess ratio based on single ply width. User Notes 1 Warning:The sizing shown herein in based on the indicated input information.This sizing Is for Illustration purposes only and should not be used for construction unless approved In writing by a licensed architect,designer or engineer.No warranties of any kind,express or Implied Including fitness for a particular purpose,are made by Kelly Fradet with respect to the information stated herein.Any use of this Information by anyone is at their sole risk and responsibility. Notes d.nid. e.For M .afa ptovWa popes dtab.po to pnr.tR Manufacturer Info Kelly-FratlM Lumber 99 West Rd,CT c.lud.bd sen,ce.w D.W.is rapwaiiA.-iy or d. Handling&Installation p011 Roseburg Forest Products USA .bumnr wopwry of ttk co VWWt bad on the t,LVL bo.m.nud rot b.tut or drad 4500 Riddle By-pass Rd osm d—p odbrio ad kdbq. .lows. It i. V. 2.R.M to rn.rhotuntrs ratty of t.cush r wdlor d»wnbac.or to p1w— hf01""j*j Riddle,OR 97489 961Y875&213 .roar. 0. ca o—it wiubrty of On "Ynd.d �q mhrb ngiath a a, A CA ft 541 7 .ppserim,and b wifd Nor d'n.awm ad bad.. ts..rop d.LrY'b"'" 'vaa.R uW rnd. ( ) fse�005 awro'.ra _ www.rosebug.can Lumber i� 0 AP&PR-LM,PR1270,ICC-ES: 1.Dry wAm c—OWm,urAm noted os.rwi.. ESR-1210 Vol;�',:�;"F 2. s.Pror4.IaE"al"Poor!at bow"y.bb 1D awid 2.LVL not b W bard with sr.ret-danl or rorraM WAMOWp6mveritwor0Yri0n This design is valid tatttl 117rm2z EWP Studio version 19.12.001 Powered by iStntct- EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 2 of 9 Simpson Strong-Tie® Project. Input by: 1 1 Component SolutionsTM Address. 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project Ile BASEMENT EAM B1 2.0E Rigidlam LVL 1.750" X 9.600" 2-Ply - PASSED Level:Level 2 1 0 0 0 1 D.Fir 2 SPF 3 D.Fir 9.6. 9'6" 43 112" 19, ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 13-" Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 1st floor 2 Uniform Top 45 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall Self Weight 9 PLF Notes � &For er ieue.poytd.VoW dminep to pow.nt Manufacturer Info Kel99 tyl-Frrledet Rd,Cumber coimwd sv cw w Do.lpn r—p-obw**of ur Handling i Insta11a1ion Roseburg Forest Products USA .trumnt.d**u Y of d+.mnporwd baod on tho 1,LVLbor MotrntbeadordrNed 4500 Riddle By-pass Rd 05029 69.0 .11WW nd lo.1 - .hewn. n r th. z R.W to mond wnr. p� InfamWon Riddle,OR 97469 85"75Q13 re.pon.bft of th.c dWm.ndror tn.cornfochx to MgSWoq ►nO.Mtdien roquinnonA. m,Mply o da coupon" vAtabaty of " nt.n w a d.d fashmi dw.b .bo igH r.r..A uN coG (541)784-0005 wpkmbn,ad to VW*ow amn.b'r and toed.. oppr�y www.roseburg.com Lumber 7.D.nra.d a m d net b.uad APA:PR1289,PR1270,ICC-ES: 1.Dry..rvin 0-ften.,onl.awWd ouwndw �. "...unw bw Y �� ESR-1210 t:ll)�N�1>!: 2.LVL not to be trat d with 1b.mtwd nt or C.Iro.1 5.PaVid.41.I.1 goit b b..lYq p0ba 10.Vaud rrrr a'.bc.'.f■'d' .' This design is valid until 117r2= EWP Studio Version 19.12.001 Powered by iStruct' EWP Studio Client CLH CONSTRUCTION Date: 7/30/2019 Page 3 of 9 i Simpson Strong-Tie® Project Input by: 11 Component SolutionsTM Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project#: BASEMENT EAM B1 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level 9 112" 1 D.Fir 2 SPF 3 D.Fir 9'6" 1 9'6" 43 1/2" 19, Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.1280")at 12"o.c_Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV dge Distance 1 1/2" in.End Distance 3" oad Combination Duration Factor 1.00 Notes Chon<M. a For tit mo%prwd.prow dren.g.to p od Manufacturer Info Kely-Fradet Lumber c.wead sh and o."n.is—p—ibi.ory U of Handling 3 Installation pvn° Roseburg Forest Products A Rd,CT ob-tuUSA dasign el rftm y of Von conpnurn bawd co dh. t.LVL r to "a na be a r draw 4500 Riddle By-pass Rd O6029 r.spn e-ne erk loodintomw a .tr�tt k L dr 2 mpr b mr-A-en r porno kibmutbn —pamiDimy or M.wua�w.nNar du ooritr.clor b ,�y„dky yay��„ �yworno„y mbyh, Riddle,OR 97468 8648756213 .n.u. du c ponrd a t,bft of " ko..W br-nbv detaik bwm.b*VM wkw%and code (541)7844005 .pplicmon,rq b wrdy the dm and bra ].D rnagi.dd B--m.n.N not be used APA:PReburg.com Lumber 4 �n..su,wby�i.W—Kymornea ESRPRL289,PR1270,ICC�S: t.LVL to .Vestes,with rot.eon�.. S p,�WWW support at b.-rbp p..n b ewid ESR-7210 bLLu F�nM�t 2 LK not b b•tre.[W..dh kr.i.t.M-rd r corro.iw ba,V dispbe—at rW mbNon Thin design is valid trnil lnrzozz I:WP Studio Version 19.12.001 Powered by iStruct' m EWP Studio Client: CLH CONSTRUCTION Date: W30/2019 Page 4 of 9 _ Simpson Strong-Tie® Project. Input by: 11 Component Sol utionsTM Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project BASEMENT EAM B2 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level — -- 2 IJ- 0 11 D.Fir 2 SPPFF 3 D.Fir 13'6" 11' 43 1/2" 24'6" Member_Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2003 967 0 0 0 Moisture Condition: Dry Building Code: IRC 2012 2 5382 2598 0 0 0 Deflection LL: 360 Load Sharing: No 3 1435 693 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<-100"F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1 -D.Fir 5.500" 26% 967/2175 3142 L_ D+L Snow: 40 PSF 2-SPF 5.500" 98% 2598/5382 7980 LL D+L Analysis Results 3-D.Fir 5.500" 21% 693/1838 2531 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -9689 ft4b 1 T6" 14003 It-lb 0.692(69%)D+L LL Unbraced -7425 ft4b 13'6" 8870 ft4b 0.837(84%)D+L L_ Pos Moment 8046 ft4b 5'l0 5/8" 14003 ft-lb 0.575(57%)D+L L_ Unbraced 8046114b 5'10 5/8" 8047 ft-lb 1.000 D+L L_ (100%) Shear 3814 lb 12'8 1/2" 6428 lb 0.593(59%)D+L LL LL Defl inch 0.321(U490) 6'6 7/16" 0.437(U360) 0.730(73%) L L_ TL Defl inch 0.436(L/360) 6'5 3/16" 0.655(U240) 0.670(67%)D+L L_ Design Notes 1 Fasten all plies using 2 rows of 10d Box naps(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 9'2 5/8"o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. User Notes 1 waming:The sizing shown herein In based on the indicated Input information.This sizing is for illustration purposes only and should not be used for construction unless approved in writing by a licensed architect,designer or engineer.No warranties of any kind,express or Implied Including fitness for a particular purpose,are made by Kelly Fradet with respect to the information stated herein.Any use of this Information by anyone is at their sole risk and responsibility. riber Notes 9 Fw tMt rook pad.per dmmge to pad Manufacturer Info f��C C.WOW swchn.d Do%"M rs.p nee"only d dr Handing A Installation p0 d.V Roseburg Forest Products USA err dwsay d d"cmoww b—d on the 1.LVLbwn.-Wnorb.adardr1W 4500 Riddle By-pass Rd 06M d..ton r ism .nd ta.dtrp. sro.m. It M tM 2 R.r r m rnn.d wws pn,* nFwnrrMn Riddle,OR 97469 86"7545213 n.parobsly of th. at—.w/m th.corb clew to M-bkb n rndd.pty .nwn th. c.npon.rd .ufbiky of th. pd.4W MO..bw 0—.0 v.M..,ad cad. (541)784-0005 WombDn,and bv.wrth.dinrruimr uw mw Pro,,s. . ,. www.roseburg.corn t.undler 3.anegedB must not beu"d APA PR-1-289,PR-1-270,ICC-ES: 1.D..ipn..sumn tap.dps is wr.y mst in.d erl�W nE 1.Dry s- •• �'"nD�°d-"t" 5.Prwid.Mom[-pp.n a bwN poids l..void ESR-1210 2 LVL n.t to be b.W"rah to nnrd.n ar cono— WW,,pj..t ,d r.WWl This design is valid until 1nrzo22 EWP Studio Version 19.12.001 Powered by iStnxt- EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 5 of 9 Simpson Strong-Tie® Project: Input by: 1 1 Component Solutions"" Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project BASEMENT EAM B2 2.0E Rigidlam LVL 1.760" X 9.600" 2-Ply - PASSED Level:Level -- 2 O O O 1 D.Fir 2 SPF 3 D.Fir 13'6" 11' 43 1/2" 24'6" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2nd floor 2 Uniform Top 45 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall Self Weight 9 PLF - Notes eh.rricW 8.Fr M moh provfde pmpr d.b.a.to Pm.d Manufacturer Info Kelly Fradet Umber 99 Wiest Rd,CT cw.hftd stp mmd D..ipu i.rap-mme ony& Handing i MWUabon u'9 Roseburg Forest Products USA wucbxW•d•vo•ty of da 00nVwrd baW on d» 1.LVL born mo t not b.art r&1W 4500 Riddle By-pass Rd 05M ~ erftdd rM 10~ .frown. a "r " 2.R.hr to —facturse. product fnhurrrtlon Offt AM—rW.d»Cb.dW t. -gwd g �� r.q�r.orrd.• spy Riddle,OR 97489 880 875 6213 ww. the c nV—d wb.baq or V. fr...W ftd r g d.r.it.,b.rn WWVM wdua,rrd 00" (541)784-4005 .n wgicelkn, d t.—*ar.d.rraioft V4 bW.. ,W.-I. www.roseb<rg.corn Lumbar 3.DWMQW 6" ftW not be uad APA PR-L289,PR�270,ICC-ES: 4.Dalan.aunw top.dgo 1.lrrh. nw**W eu 1.Dry.rvk.confborr.,unl.a road aawrda ESR-1210 e.P`"W hd"r*W at bwrYq ponb b mid 2.LVL not b be b.r d with f..rwwdrt r errow.. W"daPiewrMPI sw ratem This design is valor until 117/2022 EWP Studio Version 19.12.001 Powered by iStructn' EWP Studio Client CLH CONSTRUCTION Date: 7/30/2019 Page 6 of 9 Simpson Strong-Tie® Proms Input by: 1 1 Component Solutions"m Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project#: BASEMENT EAM B2 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level C 1 D.Fir 2 SPF 3 D.Fir 13'6" 11' �3 1/2" 24'6" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.1280")at 12"o.c..Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV age Distance 1 1/2" In.End Distance 3" tad Combination Duration Factor 1.00 9 West Rd,Notes drwnola e.For IYI nob proAd.proper dnkup tortvw pd Manufacturer Info 9 West we CT Cob laW structured Dospns is rospwrrDlt only at" Handling 6 Installation pondaf Roseburg Forest Products USA 0-t.l td"V of M-corrpon.rd b.sod on fr t.LVL bwm.MW not wad or drood 45M Riddle By-pass Rd 06029 dnipn crk— snd Wednrgs Dawn. h Is fr. 2 RNw to m-nul ch r ea product kdonrrtico n-Pon.blty of fr.eu mrrr.r orWkw to corksceor tos kumcon srtr.le urnlk nwb.py Riddle,OR 97469 860-875ffi13 versus fr. corrp Ma orum wbbty of ff k""d*d ha�w.nwig dwrY,b.-m sbwwgth vsk o.,and coat (541)7844D05 wplcstpn,snd m vwdy fN d—n orW kndi Lumber 9.��o.nugoppro�lAB.snnn 0Wb.u..d APA PR�289,PR 1_270,ICC-ES: 4.D.sign swums top dq.'s Itwsly m6 wed tu.r "covet 1.Dry.wvto to"o d ufir nobd a rt or co 5.Pm We W.rol support st wwkp powft to woW ESR-1210 2 LVL not b w tr.-tW with nn rsfardonl w cwro.ia W.r-I dispt..m.rd.nd rot ton Tfus design is valid until 1/712022 EWP Studio Version 19.12.001 Powered by iStruct" EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 7 of 9 Project: Input by: 1 1 . Simpson Strong Tle® Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE Component Solutions*" SOUTH WINDSOR,CT. ProjectN: BASEMENTEAM B3-GARAGE HDR 2.0E Rigldlam LVL 1.750"X 11.875" 3-Ply-PASSED Level:Level 2 3 1 1 D.Fir 2 SIIPF 3 SPFII L � L 1011 1/4" 1 1 11'3/4" 5 1/4" 26' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 4246 2523 0 0 0 Moisture Condition: Dry Building Code: IRC 2012 2 11768 6991 0 0 0 Deflection LL: 360 Load Sharing: Yes 3 4707 2796 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<.100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-D.Fir 12.000" 19% 2523/4847 7370 L_ D+L Snow: 40 PSF 2-SPF 18.000" 47% 6991/11768 18759 LL D+L Analysis Results 3-SPF 18.000" 20% 2796/5283 8079 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -22161 ft4b 12'8 1W 33194 ft4b 0.668(67%)D+L LL Unbraced -22161 ft4b 12'8 1/4" 30256 ft-lb 0.732(73%)D+L LL Pos Moment 15389 ft-lb 197 11116" 33194 ft4b 0.464(46%)D+L _L Unbraoed 15389114b 197 11/16" 15409 ft4b 0.999 D+L _L (100%) Shear 81521b 13'8 1/8" 12053 Ib 0.676(68%)D+L LL LL Defl inch 0.171(U835) 18'11 1/2" 0.396(L/360) 0.430(43%) L _L TL Del inch 0.231(U617) 19-1 5/8" 0.594(U240) 0.390(39%)D+L L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 8'10 1/2"o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. User Notes 1 Warning:The sizing shown herein in based on the indicated input information.This sizing Is for Illustration purposes only and should not be used for construction unless approved In writing by a licensed architect,designer or engineer.No warranties of any kind,express or implied including fitness for a particular purpose,are made by Kelly Fradet with respect to the information stated herein.Any use of this information by anyone is at their sole risk and responsibility. Notes ch....k a For fi a reel.paid•paps d�Yrp.to p•t•te Manufacturer Info 99�f tredal CCTV CoWe W SbwWmd DoWs n mpot.ibN my atM Handing t Installation QOrmilp Roseburg Forest Products USA Wu tuml ed.w-cy of 0"mnoon.M bu.d w su 1.Lk2 b..m.,rue not be curt ar dn*ee 4500 Riddie By-pass Rd 08029 d..qn us.ru end lo.ditp. sfwm. e ■ dr. 2.R.f r t. ,t,.,wf n,..r. Pmdud nfomrtlon Riddle,OR 97489 86"75ffi13 nrpcn.64ty of the cuaonw.ndW dw mra.cw m m"r" iulep.Wn r•Wn ft, rtullFpey vnur. dt. cor pond .ue blily of ** id.rtd.d ha.M wm np MO.,b V.Vth-ku ..nd mde (541)784-4005 .Wkdwn,.rd to v.rey tA.dam. i—.nd k.d.. appr .l. www.roseburg.00rn Lumbar a.Dwrrp.d 13 n rrwe not be u d APA PR4.289,P114270,ICC-ES' 1.Dry awviw mneban,urge"rpOW atom" 4.D.apn mums top.dp i.la mIly u.e.iud rurMI n6 6.Pravw I.t"support a bow"poinu to avoid ESR-1210 2 WL ea eo b.b.r.d wth sm mWdwd ar­K. W"dopl.wnmM WW n bbW This design is valid until 117/2022 EWP Studio Version 19.12.001 Powered by iStruct- 1 EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 8 of 9 Simpson Strong-Tie® Project: Input by: 1 1 Component Solutions""' Address: 11 PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project N: BASEMENT EAM B3-GARAGE HDR 2.0E Rigidlam LVL 1.750"X 11.875" 3-Ply-PASSED Level:Level 2 3 1 -. y 17/8" 1 D.Fir 2 SPF 3 SPF 10'11 1/4" 11'3/4" 5 1/4" 26' ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2nd floor 2 Uniform Top 45 PLF 0 PLF 0 PLF 0 PLF 0 PLF wall 3 Part Uniform 0-0-0 to 26-0-0 Top 292 PLF 437 PLF 0 PLF 0 PLF 0 PLF roof truss Self Weight 16 PLF Notes cwrrdceb S.Fa M merb pradde poper drab epe W IN Manufacturer Info Kelly-Fradet Lumber cokvr snrrdured Daipn a mporaiee ady of da Handing A Installation d1 q Roseburg Forest Products 99 West Rd,CT w aoucWral adequacy on On conVonam baud on the t.LVL ro at ams m not wad ss er dried 4500 Riddle By-pa Rd osm dagn swede end bacteria at~. b e am 2.Refer manubdurera produa nfarMlon reevembfaY awwor owftectDrto rap." M- �—ft. Riddle,OR 97469 B64B766213 aPp"cali, .and to wiry na direr and loads. "'rd"p dafala.taam atarplb values,and ends ( ) lumbar Damaged AP/l PRPR-1.289,PRL270.[CC-ES: 3. eaena must trot w usad t.Dry service oauadora,ureaa noted od—Wee d,Deapn auumas ip edge■moray rabaiued 1210 ESR- d.Pmvide steal awpat at warig peids to avoid F.tlYimA uF 2.LVL net 1.betreated vren fee eeterderd a cannon.* ... daWeaenNd and Marla n This design,is valid txNii 1/7R022 EWP Studio Version 19.12.001 Powered by iStruct- EWP Studio Client: CLH CONSTRUCTION Date: 7/30/2019 Page 9 of 9 Simpson Strong-Tie® Project: Input by: 1 1 Component Solutions- Address: tt PAM LANE Job Name: RUSSELL RESIDENCE SOUTH WINDSOR,CT. Project# BASEMENT EAM 63-GARAGE HDR 2.0E Rlgidlam LVL 1.750"X 11.875" 3-Ply-PASSED Level:Level C 1:117/8' 1 D.Fir 2 SPF 3 SPF 10'11 1/4" 1 11'3/4" 1 145 1/4" 26' Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.1280")at 12"o.c..Nail from both sides.Maximum end distance not to exceed s" Capacity 0.0% Load 0.0 PLF geld Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV dge Distance 1 1/2" In.End Distance 3" oad Combination Duration Factor 1.00 Notes d»nir b 6 Far art morn pond.props dm.".m p 0 Manufacturer Info Kely-Fredet I xnber 99 West c.lcussd strocbrmd Dsnpu is mapm.ds&only of ft Handling&Installation vaking Rosebrrg Forest Products SA Rd,CT W-bral od.Vu.ry a a .mm.­9thm no°n«d bamd W th. 1.WL b W b.cut a dra.d 4500 Riddle By-pass Rd 06029 d..yn a a and loWirgs shown. It i. ow 2 R.fw to m.md.Cumrs product Fbmwbm m.pa M.Nty a t o o fta .rA*ow ow www tomO.,dbW h lwon r.0us.rr+rst a." Riddle,OR 97489 t160875-6213 .Haan er o.qw n t sud.bWdy or tM idnrd.d %.t np,p datals,b..m atr qth v".m.W md. (541)784-0005 .pplu wn,ark to-*tM dmr .m and load. .pprov.l* www.roseburg.00m Lumber 3.nanr.p.ds—mat not b.us.d APAPR-L289,PRa.270,ICC-ES: 1.Dry s.nk.corrditlorrs,urJ."nond odwrws. &Pr—ft I t" Apo t bw p pa b b..4 ESR-1210 r t roar. 2.WL rat to be tr st.d wth fim r.nrdan w corro*W Isnml displ.c.m.rd.nd mtmw This design is valid until 1/7/2022 EWP Studio Version 19.12.001 Powered by iStruct- RECENED AUG 0 12019 South Windsor Buildin De artment PERMITS/INSP PAYMENT RECPT# 20907371 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 08/02/19 TIME: 15 36 CLERK: pamelaaol DEPT: CUSTOMER# 627382 CLH CONSTRUCTION LLC PARCEL: CHG: BLDPRM BUILDING PERMIT 3270 00 AMOUNT PAID: 3270 00 PAID BY: CLH CONSTRUCTION LLC PAYMENT METH: CHECK 3270 REFERENCE: 11 PAM AMT TENDERED: 3270 00 AMT APPLIED: 3270 00 CHANGE: 00 l 1 '`i��� ���� I I ���� y OGenerated by REScheck-Web Software N/' Compliance Certificate Project Rich Russell Energy Code: 2012 IECC Location: South Windsor, Connecticut Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,617 ft2 Glazing Area 22% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 11 Pam Ln Rich Russell Charles Hulsteln South Windsor, CT 06074 11 Pam Ln CLH Construction LLC South Windsor,CT 06074 6 Stage Rd Coventry,CT 06238 clhbuilder85ogmail.com Compliance: Passes using UA trade-off Compliance: 2.8%Better Than Code Maximum UA: 399 Your UA: 388 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,281 49.0 4.0 0.023 29 Wall:Wood Frame, 16"o.c. 2,237 21.0 6.0 0.041 71 Door:Glass Door(over 50%glazing) 245 0.300 74 Window:Vinyl Frame 258 0.270 70 Floor:All-Wood joist/Truss 624 30.0 9.0 0.025 16 Floor: Slab-On-Grade(Heated) 72 0.0 1.042 75 Insulation depth: 0.0' Basement: Solid Concrete or Masonry 592 10.0 5.0 0.089 53 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 4.0' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Rich Russell Report date: 07/31/19 Data filename: Pagel of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Seetlon FP lans Verified Field Verified # Pre-Inspection/Plan Review Value Value Compltesd Comments/Assumptions & Re .ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable e Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 2 of 8 Section Plans Verified Field Verified #k Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO111 ❑ Unheated ❑ Unheated ❑Does Not table for values. $ ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.9 manufacturer's instructions. ❑Does Not [F0211 ❑Not Observable 0 []Not Applicable 402.1.1 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F0311 depth/length. ❑Does Not table for values. 0 ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- [ Complies See the Envelope Assemblies [1704)1 insulation R-value.Where interior R- R_ ❑Does Not table for values. IQO insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO511 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.8 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not Q []Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 3 of 8 Section Plans Verlfled Field Verified Framing/Rough-In Inspection Value Value Complias3 Comments/Assumptions & Reg.ID 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or []Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code []Not Applicable limits. _ 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housingfinterior finish ❑Does Not 0 and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies [FR12]1 insulated to aR-8.All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable insulated to 2tR-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, and filter boxes are ❑Does Not 0 sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not S ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to aR- 3 ❑Not Observable []Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 aR-3. ❑Does Not []Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not e intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 4 of 8 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 5 of 8 Section plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN211 in substantial contact with the S, underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least Y2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 exterior,the exterior insulation 0 requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. ❑Does Not Q0 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID I T 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable a 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every S' 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation aR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not 40 <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F19]2 installed on forced air furnaces. ❑Does Not 0 []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not 0 accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F[25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Complies [F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles4 Comments/Assumptions 404.1.1 Fuel gas lighting systems have [ Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. [ Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rich Russell Report date: 07/31/19 Data filename: Page 8 of 8 2012 I ECC Energy Efficiency Certificate Insulation . Above-Grade Wall 27.00 Below-Grade Wall 15.00 Floor 39.00 Ceiling / Roof 53.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 F CEIVED Q 1 2U1y uth Winc;or Department CONTRACTORQUOTE PRINTED ON: 07/23/19 PAGE QUOTE# Q1907114 DATE QUOTED:07123119 `�►1�� � 181 GOODWIN ST VALID UNTIL: 08106119 ENGINEERING po BOX 51027 CORPORATION r7K� C 771 INDIAN ORCHARD,MA 01151 Job: MR& MRS RUSSELL MANUFACTURERS OF ROOF&FLOOR TRUSSES 11 PAM LANE Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)45"18T SOUTH WINDSOR, CT Quote To:Kelly-Fradet Lumber-Ellington Requested By: ERIC LUNTTA P.O. Box 119 Ellington, CT, 6029 06029 Quoted By: John Goodrich Attn:ERIC LUNTTA Phone:(860)-875-6213 ROOF TRUSSES LOADING TCu-TCascu-SCOL I ernes n+CR- INFORMATION 35.o,to.o,o.o,1o.0 1.15 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTJFG 07/23/19 PROFILE CITY PITCH TYPE BASE O/A LUMBER OVRHG/CANT HEIPPING NIT IGHT WEIGHT PLY TOP 80T TRUSS ID SPAN SPAN roP eoT LEFT RIGHT GABLE __ _____ 1 5.00 0.00 M1 GE M4)aM 03-03.00 2 X 4 2 X 4 01-10 O6 9 COMMON 06-05-06 22 5.00 0.00 T1 28-06-00 28-08-00 2 X 4 2 X 4 Ot-03 00 Ot-03 00 1� GABLE ----- ----- OB-05-06 115 3 5.00 0.00 T1 GE 28-06-00 28-0"0 2 X 4 2 X 4 COMMON 0640-M 101 8 5.00 0.00 T2 26-08-00 26-06-00 2 X 4 2 X 4 Ot43-00 6t-03-00 GABLE 1 5.00 0.00 T2GE 26-06-00 2 -MM 2 X 4 2 X 4 103 6 COMMON 04-04-06 5 5.00 0.00 T3 18-06-W 18.06-00 2 X 4 2 X 4 01-0300 01-03-00 69 GABLE 04-04-06 63 1 5.0() 0.00 T3GE 18-06-00 18-06-00 2 X 4 2 X 4 Truss Engineering Corporation(TEC)strictly adheres to the'Stendard Responsibilities in the Design of Metal Plete Connected unless clearly defined otherwisdefined by TPI e Inpwwriting py TEC,upon request)regardless of any Job specific SUBTOTAL This product list Is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us.No responsibility Is taken or implied by TEC for Me structural Integrity of the structure below the trusses or the effects of TEC's product on the structure as a whole.The building ownedown9es agent Is solely responsible for verifying all dimensions,geometry,loads and Iced requirements for accuracy and fug compliance to construction documents and shall be responsible for no&yinng TEC Immediately of any discrepancies.Truss Engineering Corporation Is NOT responsible for field verification of dimensions or special conditions. /� The building ownedownees agent Is responsible for coordinating all construction details belwom trades.The truss GRAND TOTAL installer shad follow all BC81 recommendations,construction document specifications as well as any site specific requirements to ensure saft and proper installation.No loading shad be applied to trusses until property and fully installed,Including all sheathing,hangars,cud anchors,lateral web bracing(as shown on Individual shop drawings),and permanent bracing(as required by the construction documental.Installation contractor shall refer to the Individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, My to Ply-ding,lateral web bracing,and truss spacing. No trusses supplied by Truss Engi Isar N9 Corporation mey be cut drilled,or altered In any way without fired contacting TEC and receiving engineering documents allowing such. ***THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER*** Approved By: Approva.I l Date: O#: Requested Delivery Date: ,Ia�c 3Ea,x �i � �pB 8-07-00 19-00-00 25-00-00 14-05-00 9 E 1 N. g z�gji ��a 04 04 3 w 1 10LU ~ 1 2 8 w ° E:w 3 (12 w ui `< '� C9 r a ~ H = YYs $ 4 g sg'g f It it gg Byrd M — w {a 58-02M6-00 o r m{M NUB° BOUIM BNMOBON 7RYND N ENGINEERING oof Sheathing Area: 2092.66/Ridge Lines: 72.08/Hip Lines: 0 CALE: BEST FIT CORP ATI N alley Lines: 0/Horizontal Overhang Lines: 145.08/Raked Overhang Lines: 174.44 N 11" X 17" Joe �Ml Truss Typo OtY Pie =RsferencS SELL[11 PAM LANE-SOUTH WINDSOR,CTJ 01907114 GABLE 1 a0 Truss Engineering Corp.,Indian Orchard,MA 01151 9230 s Feb 10 2019 MTsk Industries,Inc.Tue Jul 23 14:44 37 2019 Pegs 1 ID:3DdYJwnonK2M9cVV3orAu9pVyvA2G-9Xn3ZMzarngWAmKu5SMvYOMAB KnoZV18U1XfsyvA?e 33-0 33-0 Scale.1:10.8 3 2K4 5.00 12 2x4 2 Ti w1 1 B1 30= 5 4 2x4 11 2x4 11 2-0-0(0-1-8) 2-0-0(a1.8) 130 287#ti22i 3-30 84#/-26x — ---—T— 2-0-0 LOADING(paq SPACING— 2-0-0 CSL DEFL in (too) I/defi L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a n/a 999 MT20 197/144 (RooCDf S�10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) Na n/a ON BCDL 0.0• Rep Stress Ina YES WB 0.03 Horz(CT) -0.00 4 Na n1a BCOL 10.0 Code IRC20151TPI2014 McWxSH Weight 101b FT-10% LUMBER TOP CHORD 2x4 SPF No.2 NOTES (11) BOT CHORD 2x4 SPF No.2 1)Wind:ASCE 7-10;Vuh•120mph(3-second gust)Vaed=95mph;TCDL=5.0p8t WEBS 2x4 SPF No.2 BCDL-5.0pst,h=191t;Cat II;Exp B;Enclosed;C-C ExterIM2);rantllever left and right OTHERS 2x4 SPF No.2 exposed:Lumber DOL-1.80 plate grip DDL-1.80 BRACING- 2)Truss designed for wind bads In the plane of the buss only. For 3Wds exposed to TOP CHORD wind(normal to the face),see Standard Industry Gable End Details as applicable,or Stnx:Wral wood sheathing directly applied or 3-&0 oc purtlns,except end verticals. consutl qualified building designer as per ANSVTPI 1. BOT CHORD 3)TCLL ASCE 7-10;Pf-35.0 pef(flat roof snow);Category 11;Exp B;Partially Exp.; Rigid ceiling directly applied or 840 oc bracing. Ct=1.10 REACTIONS (lb/size) 4)Unbalanced snow bads have been considered for this design. 4 ■ 582-0-0 (min.ai-0) 5)Gable studs spaced at 2-0-0 oc. 5 2 612-U (min. -1-8)) 8)This truss has been designed for a 10.0 psf bottom chord IW bad nawoncurrent with Max Hors any other Ave loads. 5 74(LC 8) 7)•This truss has been designed for a Ave bad of 20.0psf on the bottom chord In all Max Uplift any where a rectangle 34W tall by 240 wide will At between the bottom chord and 28(LC 8) any other members. 4 = 5 = -26(LC ) 8)Prcnrlde machanIcal connection(by others)of trues to bearing plate capable of Max Grev wdhstanding 100lb uplift atjoint(a)4 except rib)5-122, 4 a 84(LC 11) 9)Non Standard bearing condition.Review required. 5 = 28(LC(LC 8) 10)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/rP1 1. FORCES. (lb)-Max Comp./Max Ten.-Al forces 250(Ib)or less except when shown. 11)AN Plates 20 Gauge Unless Noted Job Truss Truss Type r Ply MR&MRS RUSSELL[11 PAM LANE-SOUTH WINDSOR�CT] Ol W7114 Ti Common 1 Job Reference 0 'one Truss Engmeoring Corp.,Indian Orchard,MA 01151 8230 s Feb 10 2019 MiTek Industries,Inc.Tue Jul 2314 42:29 2019 Page i ID:3DdYJwxmK2M?cWf3oo4u9pVyvA2Gvv2gibQswLOKP16UyUcXOxwgl OTPpz9BgzNm9HyvA1 e 7-2-14 14-3-0 2132 28-6-0 7.2.14 740-2 732 7-2.14 Scale.1:3&7 4x9- 4 5.00 12 7 4x6 4x6 3 5 4 20 I1 2x4 11 2 6 1 7 I 3x4= 11 26-" 10 9 3x4= 3x4 34= 3x4= 34= 4_` '7) "*AA-"__� 9-11.15 ----- _18$1 27-0.4 1-M62 9g6# 8-6-3B83 B-63 156�'�> f34 Plate Ortsete KY)-[8 0-1-12 0.1-01[12 0.1-12 0.1-81 LOADING(per SPACING 2.40 CSL DEFL In (loc) Udell Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.24 9-11 >999 240 MT20 197/144 (RoofSnow=35.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.36 0-11 >851 180 TCDL 10.0 Rep Stress Ina YES WB 0.45 Horc(CT) 0.08 B We n/a BC 0.0• BCDL 10.0 Code IRC20151TP12014 MatrixSH Weight 109Ib FT=10% LUMBER- TOP CHORD 2x4 SPF 210OF 1.8E BOT CHORD 2x4 SPF No.2 TOP CHORD 8)Provide g 196mechanical up connection atjoi (by others)l uplift buss to beBArq plate rapeble of WEBS 2x4 SPF No.2 1-2=-29=,2-3=-379/0,3-4=2040219,45=2040/219, 7)This tr iss w ith si upGR in ac k d and with th 205 International B. BRACING 5&+-379M,&7=-290/0 7)each"buss is designed In accordance with the ed standard ndard onal TP1Residential. Code TOP CHORD BOT CHORD )ASPl Plates 2.11 a and UnlesR802.s of end referenced standard ANSI/TPI 1. Struc"wood sheathing directly applied or 2-2-0 oc pudine. 1-12=0268,11-12=-1292001,9.11=-49/1465,8.9=-1292001, B)AS Plates ZO Gaups Unless Noted BOT CHORD 7-8--Or" Rigid ceiling directly applied or 104-0 oc bracing. WEBS WEBS 4-9-1/627,5.9-471/119,4-11=-IM27,3-11-471/119, 1 Row at midpt 3-12.54 312=-2010238,2-12=-402/148,5-8=-2010238,6-6=.402/148 REACTIONS. (Ib/size) NOTES (8) 12 1568A)-" (min.0-2-7) 1)Wind:ASCE 7-10;Vull=120mph(3-second gust)Vasd=95mph;TCDL=5.Opsf; 8 156810-" (min.0-2-7) BCDL=5.Opef;h=19ft Cat II;Exp R.Enclosed;C-C Extedor(2)0-0-0 to 34)-0,Interior(1) Max Upl ft 3-0 to 11-3-0.Extedor(2)I I-M to 17-3-0.hrterlor(1)17-3-0 to 25-&0.ExterlotV) 12 = -196(LC 6) 25-6-0 to 284)0;cantilever left and right exposed;Lumber DOL=1.60 plate grip 8 -198(LC 6) DOL=1.60 Max Grev 2)TCLL:ASCE 7-10.Ph35.0 psf(flat roof arrow);Category II;Exp B;PartiaBy Exp.; 12 1568(LC 1) Ct=1.10 8 = 1568(LC 1) 3)Unbalanced snow bads have been considered for this design. 4)This truces has been designed for a 10.0 pat bottom chord live bad n ntconcurrem with FORCES (lb)-Max.Comp.Mtax Ten.-An forces 250(Ib)or less except when shown. any other dive bads. TOP CHORD 5)•This buss has been designed for a live bad of 20.Opsf on the bottom chord In all 1-2=-29010,2.3=-379M,3-4=-2040219.4-5=2040219, areas whom a rectangle 34-0 to#by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opef. Job Truss Truss Type �Qtl` ply =&MRSSELL[11 PAM LANE-SOUTH WINDSOR,CTJ01907114 T1GE GABLE 3 s Truss Engineering Cary.,Indian Omhard,MA 01151 8130 s Feb/0 2019 MiTsk Industries Inc.Tue Jul 23 14:12:54 2019 Psge 1 ID:3DdYJwwnK2M7tW3oc4u9pVyvA2Gyj37y8AloYnvV)U;Ef6xCSGUT9VAMUtQMwaYKPvKIF 14-3-0 28-6-0 14-3-0 r 14-3-0 4x4 Scale.1:37.6 8 7 9 5.00 12 6 10 7S_ 5 11 a 12 STS 3 IM 13 4 4 z 14 T2 15 1 $ 3x4 26-0-0 31t4 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4= 1.3-0 28-6-0 1-3-0 27-" LOADING(pal) SPACING 24-0 CSL DEFL In poc) Wall Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1 15 TC 0.11 Vert(LL) We n/a 999 MT20 197/144 TCDL nav=35.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a - n/a W9 CLL 10.0 Rep Starts Inrr YES WB 0.19 Horz(CT) -0.01 16 n/a rda BCDL 10.0 BC 0.0' Code IRC2015/TPI2014 Matfx-SH Weight 1151b FT-10% LUM81 TOP CHORD 2x4 SPF 210OF 1.8E NOTES (12) 12)Ali Plates 20 Gauge Unless Noted BOT CHORD 2x4 SPF N0.2 1)Wind:ASCE 7-10:VuW 20mph(3-second gust)Vasd-95mph;TCDL-5.0psf; WEBS 20 SPF No.2 BCDL-5,0pst,h-19f;Cat.11;Exp B;Enclosed;C-C Comeg3)0-"to 3-".Exterior(2) OTHERS 2x4 SPF No.2 3-"to 11-3-0,Comer(3)113 m 0 to 17",Exterlog2)17-3-0 to 25.6-0.Coen(3) BRACING 25b0 to 2840,cantilever left and right exposed;Lumber DOL-1.60 plate grip TOP CHORD DOL=160 Structural wood sheathing directly applied or 104W oc purfins. 2)Truss designed forwind beds in the plane of the truss only. For studs exposed to BOT CHORD wind(normal to the face),see Standard Industry Gable End Details as applicable,or Rigid ceiling directly applied or 6-0-0 oar bmdng. consult qualified building designer as perANSI/TPI 1. REACTIONS.AD bearings 26". 3)TCLL•ASCE 7-10;P0=35.0 pef(fiat roof enow);Category 11;Exp S;Partially Exp.; Ct-1.10 (Ile)-Max Uplift 4)Unbalanced snow bads have been considered for this design. All uplftt 100 lb or leas atjdnga)24,25,28,27,28,21, 5)All plates are 2x4 MT20 unless otherwise indicated. 20,19,18,17 except 29s168(LC 6),16=168(LC 6) 6)Gable studs spaced at 2-"or. Max Grav All reactions 250 lb or less at joint(s)26,27.28,19.18, 7)This other R has been designed lore 10.0 psi bottom chord live bad nonconaxrent with 17 except 23-322(LC 1),24-311(LC 8),25=287(L.0 8), any This live bads. 29-376(LC 8),21=311(LC 9),20-287(LC 9).16-376(LC 9) are This whom has been designed for a live load of 2fit bet on the Bottom chord In all areas where a rectangle 3-&0 faA by 2-0-0 wide wdl fit between the bottom chard and FORCES. pb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shawl any othermemben; 9)Provide mechanical connection(by others)of truss to bearing plate capable of WEBS 8 23=282A,7-24=271/111,2-29=271/148,9 21=271/111, withstanding 100 lb uplift at joints)24,25.26,27.28,21.20,19,18,17 except rib) 14-18-271/146 10)No Standard 10)Non Standard bearing condition.Review required. 11)This truss is designed in accordance with the 2015 Intemabonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Tnau Type aty Ply MR&MRS RUSSELL[11 PAM LANE-SOUTH WINDSOR,CT] 0I M 14 T2 Common 8 1 Job Retere'c tional) Truss Engineering Corp.,Indian orchard,MA 01151 6230 s Feb/0 2019 MiTek Industries,Inc.Tua Ju123 14:43:17 2019 Page ll ID:3Ddy,hwnK2 WcW3oc4u9pVyvA2G-VBypn7Tzc5RWA2njmZTnN2vOkktT2jGFIR41rVyvADu 6-8-14 1330 19.9.2 26-6-0 1 r 6-8-14 + 641-2 6-15-2 6-8-14 Scale as 1:34.3 Sx6— 4 5.00 12 14,44 40 4 3 5 Will W4 2x4 �4-1� 2 6 7 3x4 11 24-0-0 10 9 30= 30= 3x4= 3x4= 3.6 04-e(0-2-5) osa(o 2 0 �13-01-&12 9 3,s 17-21 25-0 4 253 0 1 7-103 7-103 7-103 Plate Offsets(X Y)-D 0-2-0 0-1-Bt t5:0-2-0 0-1:@L t6:0-2-0 0-1-8�[12 0-2-0 0.1.81 LOADING(Psf) SPACING 2-" CS1. DEFL le Coe) Vdeg L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.17 9.11 >999 240 MT20 197/144 (Root Snow=-35.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.26 9.11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 8 n/a n/a BCLL 0.01 Code IRC20151rP12D14 MatrixSH Weight 102 lb FT-10% BCDL 10.0 LUMSEP, TOP CHORD 2x4 SPF 165OF 1.5E BOT CHORD 2x4 SPF No.2 TOP CHORD 7)This truss le designeddR accordance with the ed standard International Residential Code WEBS 2x4 SPF No.2 23-289N,3.4=-1 8 4 6120 4,4-5=-1846204,643=-28910 8)AsectN Plates tesR502.1Gauge and Unless of and referenced standard ANSI/fPl 1. BRACING BOT CHORD 8)AN Plates 20 Gauge Unless Noted TOP CHORD 11-12=-117/1800,9-11-45/1332,8-9-117/18W Structural wood sheathing directly applied or 2-2-0 oc pudins. WEBS BOT CHORD 4-9=0/557,5-9--416/108,4.11-0/557,311-116/108, Rigid ceiling direc8y applied or 10-0-0 oc bracing. 312-1888228,2-12-359/133,53=-18WMS,6.8--359/133 WEBS 1 Row at mktpt 3-12,5-8 NOTES (8) 1)Wind ASCE 7-10:Vult-120mph(3-second gust)Vasd=95mphh;TCDL-5.0psf; REACTIONS. (lb/size) BCDL=5.Ops,hwl9f;Cat II;Exp B;Enclosed;C-C Exterbr(2)0."to 3",Interior(1) 12 - 1458/0-5-0 (min.0-2-55) 3�0 to 103-0,Exterior(2)103-0 to 163-0,trrterior(1)16.3-0 to 23841,Extador(2) 8 1457A53 (min.0.2-5) 23&0 to 26-8-0;cantilever left and right exposed;Lumber DOL•1.60 plate grip Max Uplift DOL-1.60 12 -192(LC 6) 2)TCLL ASCE 7-10;Pf=35.0 psf(flat roof mow);Category 11;Exp B;Partially Exp.; 8 e -192(LC 6) 0=1.10 Max Grant 3)Unbalanced snow bads have been considered for be design. 12 - 1458(LC 1) 4)This truss has been designed for a 10.0 psf bottom chord 9va bad nonconawreat with 8 1457(LC 1) any other live bads. 5)1 This buss has been designed for a live bad of 20.Opsf on the bottom chord in an FORCES. Qb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. areas where a rectangle 34W tag by 2-0-0 wide will It between the bottom lord and TOP CHORD any other members,with BCDL-10.Opsf. 2-3=-28910,3-4-1848204,4-5-1846204,5-0=-289/D 6)Provide mechanical connection(by others)of buss to beating plate capable of withstanding 100lb uplift atjoint(s)except @-Ib)12=192,8-192. Job True TrusaType Oty Pry MR dr MRS RUSSELL[11 PAM LANE-SOUTH WINDSOR,CT] 01907114 T2GE GABLE 1 1 Job Referonu sona0 Truss Engineering Corp.,Indian Orchard,MA 01151 8230 a Feb 10 2019 MiTek Industries Inc.Tw Jul 2314 43.38 2019 Paa�iI ID:3DdYJw=K2M7cWdocAu9pVyvA2G-NBjIBBF8gY5XBG�uNTLjjUGIjC8TTFOXCaAr1 vrU 13-3-0 26-" 13-M 13-3-0 4x4 Scale.1:35.1 7 6 6 5.00 12 5 9 74y� 4 10 3 11 2 T I 12 1 T 13 r-j U Li Li82 a 3x4= 24-" 3x4= 25 24 23 22 21 20 19 18 17 16 15 14 30= 1-3-0 26-6-0 1-3-0 25-U LOADING(per SPACING 2-M CSL DEFL In (loc) Vdel L/d PLATES GRIP TCLL 35.0 Pleb Grip DOL 1.15 TC 025 Vert(LL) rile - n/a 999 MT20 197/144 (Roof Sraw=35.0) Lumber DOL 1.15 BC 0.22 VerKCT) rile n/a 999 TCOL 10.0 Rep Stress Ina YES WB 0.22 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 BOLL 0.0' Cods IRC2015/TPI2014 Matrix-SH Weight 103 lb FT=10% LUMBER- TOP CHORD 2x4 SPF 1650E 1.5E BOT CHORD 2x4 SPF No.2 TOP CHORD 5)AN plates are ac4 MT20 unless otherwise Indicated. WEBS 2x4 SPF No.2 1-2-11 LY375,2-3�-29/d14,S4 6M5,45=-W29,5-8=0/333, 6)Gable studs spaced at 2-0-0 o0 OTHERS 2x4 SPF No.2 8.7=0/325,7.8=0/325,8-9-0/333,9.10=0/329,10.11-8/335, 7)This truss has been designed for a 10.0 psf bottom clad live load nonooncurreM with BRACING 11-12-29/314,12-13-11V375 any other 1ve loads. TOP CHORD BOT CHORD 8)'This truss has been designed for a live bad of 20.Opsf on the bottom lard in all Structural wood sheathing directly applied or 10.0.0 cc purfins. 1-25=273/136,24.25-273/138,2324=2731138, areas where a rectangle 34W tap by 2J0-0 wide will fit between the bottom chord and BOT CHORD 22-23=273/138,21-22-273/138,20 21=273/138, any otter members. Rigid ceiling directly applied or 6-0-0 cc bracing. 18-2D=273/138,17-18-273/136,1&17=273/136, withstanding hsovWe mechanical correction(by Duce)2 tries to bearing plate tr-lcapable of 15.16=273/136,14-15=-273/136,13.14-273/136 14=155. ending 100 Ile uplift at joint(s)21,22 23,24,18,17,16,15 except gt=1b)25=155, REACTIONS.All bearings 24" WEBS 10)Non (lb)-Max Uplift 7-2D-38071,6.21•-272/113,2-25-35SM61,8.18-272/113, 11)Non Standard Dearing in accordance Review required. All uplift 100 lb a less at joints)21,22,23,24,18.17, 12-14--355/161 11)Tine R50trus is designed in accordance with the d standard card ANSIal Residential Code sections2)AllPlates 2 1.1 are UnlessR802.1 No end referenced standard ANSI/rPl 1. 16,Max except 25=155(LC 6),14=155(LC 8) 12)All Pleles 20 Gauge Unless Noted Max Grev NOTES- (12) All madione 250lb or less atjolnt(s)24,15 except 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=5.Dpst 20=420(LC 1),21-313(LC 8),22=268(LC 8),23-276(LC 8). BCDL=5.Opsf;h-19ft;Cat 11;Exp B;Enclosed;GC Comer(3)04)-0 to 3-3-0,Extsnor(2) 25=513(LC 8),18-313(LC 9),17-268(LC 9).16=276(LC 9), 3-3-0 to 103-0,Comer(3)10.3-0 to 163-0,Exterior(2)16.3-0 to 23.3-0,Comer(3) 14=513(LC 9) 23.3-0 to 2640;cantilever left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 FORCES (lb)-Max.Comp./Max.Ten.-All faces 250 0b)or less except when shown. 2)Truss designed for wired beds in the plane of the truss only.For studs exposed to TOP CHORD wind(normal to the face),see Standard Industry Gable End Details as applicable,or 1-2-110/375,23=-29/314,34=-W35,4-5=0/329,54=0/333, consut qualified building designer as perANSViPI 1. 6.7=Of325,7-B-OW5,8-9=0/3.-i3,9.10=0Mg,10-11-61335, 3)TCLL:ASCE 7-10;Pt=35.0 psf(flat roof anow);Category 11;Exp B;Partially Exp.; 11-12=29/314,12-13=110/375 Ct=1.10 4)Unbalanced snow bads have been considered for this design. Job � sa Truss Type oty PH MR&MRS RUSSELL[11 PAM LANE-SOUTH WINDSOR,CT) 01907114 T3 Common 5 1 Job Retemna o tion_a0 Truss Engineering Corp.,Indian Orchard,MA 01151 8230 a Feb 10 2019 MiTek Industries,Inc.Tue Jul 23 14:43:51 2019 Page 1 ID:3DdYJwxmK2M?CW3oo4u9pVyvA2G-Vh?gWPHC)QhFGNF64mIDJwURW tO6dGXkE52WyvAOM 4414 9-3-0 13-9.2 18-6-0 441-14 4-6-2 4S2 441-14 44 Scale=1:25.3 4 5.00 12 40 4x4 3 5 2x4 11 2x4 2 8 1 7 e I 3x4 10 9 3x4 trAx4- t4&L 3x4 8 4x4= 0.5-8(0.1-10) 06-8(0.1-10) 1-3-0 930 17-04 18 6 0 13 0 7-9-4 7-9-4 -o1 x1-3-0� Plate Onsets KY)-[3 0•1.8 a2-0t[4 a3-4 a2-oL[5 0-"a2-0) LOADING(psi) SPACING. 280 CSL DEFL M W) Vdefl t1d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) .0.08 10.11 >9% 240 M720 197/144 (Roof Snow-35.0) Lumber DOL 115 BC 0.45 Vert(CT) -0.121411 >999 180 TCU- 010.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.02 8 n/a We BCLL .0' Code IRC2015/TP12014 MatrixSH Weight 69 lb FT-10% BCOL 10.0 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BOT CHORD WEBS 2x4 SPF No.2 10-11=71/984,B•10=71/984 BRACING- WEBS TOP CHORD 4-10=0314,510=-255/71,31D=-25WI,3-11=1146218. Structural woad sheathing directly applied or 5-6-14 oc purliins. 5-8--114W18 BOTCHORD Rigid ceiling dhectiy applied or 10-0-0 oe bracing. NOTES (8) 1)Wind:ASCE 7-10;Vull=120mph(3-second gust)Vaed=95mph;TCOL=5.0psf; REACTIONS. outsize) BCDL-5.Opst,h-19f;Cat 11;Exp B;Enclosed;C•C Exte6or(2)040 to 3-0-0,Imenor(1) 11 - 1018/0.5.8 (min.0.1-10) 340 to 630,Extedor(2)B-3-0 to 12-3.0,Interior(1)12-M to 1584.Exterlor(2)15" 8 1018/0.5-8 (min.00.1-10) to 18.60;cantilever left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 Max Uplift 2)TCLL:ASCE 7-10;Pf-35.0 Pat(flat roof snow);Category 11;Exp B;Partially Exp.; it -178(LC 6) Ct-1.10 8 -178(LC 6) 3)Unbalanced anow bads have been considered for this design. Max Grav 4)This tress has been designed for a 10.0 psf bottom chord live bad nonwnaxrent with 11 - 1016(LC 1) any other live bads. 8 - 1018(LC 1) 5)•This truss has been designed for a Iva bad of 20.0psf on the bottom chord In all ame$where a rectangle 380 tall by 2-0-0 wide vnll fit between the bottom chord and FORCES. (ib)-Max CompJMax Ten.-All forces 250(lb)or less except when shown. any other members. TOP CHORD 6)Provide mechanical connection(by others)of truss to bearing plate capable of 34--99=124,4-5=-990/124 withstanding 100lb upeR atjoings)except Wlb)11-178,8-178. BOT CHORD 7)This truss is designed In accordance with the 2015 International Residential Code 10.11-71/964,8.10-71)984 sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 8)AN Plates 20 Gauge Unless Noted Job Truss Teas Type sty Ply MR&MRS RUSSELL[11 PAM LANE-SOUTH WINDSOR,CT] 01907114 T3GE GABLE 1 1 Job Reference(optlonap Truss Engineering Corp.,Indian Orchard,MA 01151 8230 s Feb 10 2019 MITek Industries,Inc.Tue Jul 23 14 44:13 2019 Page 1 ID:3DdYJw)anK2M7cWdoc4u9pWvA2G-swV,_X9g5QfVaue3T2KTwesDjvJ4kASAVa92GpFyvADO 9-3-0 18-" 9-" 9.3-0 4x4 Scale.1:25.2 5 5.00 12 4 B 7� 3 7 2 T 8 9 1 Li B i 3x4= 3x4= 17 1s 15 184w 13 12 1110 3x4= 13-0 1 B-&0 ~�0 17-3-0 LOADING(W SPACING 2-0-0 CSL DEFL In poc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 Vert(L-) rda - n/a 999 MT20 1971144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.22 Vert(CT) hire n/a 999 TCDL 10.0 Rep Stress Ina YES WB 0.12 Horz(CT) .0.01 11 rua Na BCLL 0.0' Code IRC2015/TPI2014 Matrix-SH Weight:63 b FT-10% BCDL %0 LUMBER TOP CHORD 2x4 SPF No.2 8) This truss has been designed for a Ave bad of 20.Opsf on the bottom chord in all DOT CHORD 2x4 SPF N0.2 BOT CHORD areas where a rectangle 3-"tell by 24)-0 wide will fit between the bottom chord and WEBS 2x4 SPF No.2 1-17-281/137,18.17=-281/137,1516=281/137, any other members. OTHERS 2x4 SPF No.2 14-15=-281/137,13-14-281/137,12-13-281/137, 9)Provide mechanical connection(by others)of Wes t0 bearing plate capable of BRACING 11-12-281/137,9-11-281/137 withstanding 100 b uplift at joint(s)14,18,12 except 01=b)15-105,17-153,13-105, TOP CHORD WEBS 11-153 Structural wood sheathing directly applied or 10-0-0 oc pur9ns. 5.14=385/46,4-15=274/123,2-17-346/159,6.13-274/123, 10)Non Standard bearing condition.Review required. BOT CHORD B-11-3461159 Rigid ceiling dlrectly applied or 6.0-0 oc bracing. 11)This Was is designed in .102 and referenced with the d2015 standard ANS al Residential Code NOTES (12) sections R502.11.1 and R802.102 and referenced standard ANSUI'PI 1. REACTIONS All bearings 1640. 1)Wkrd:ASCE 7-10;Vuft=120mph(3-second gust)Vasd=95mph;TCDL=5.Opst, 12)AN Plates 20 Gauge Unless Noted (b)-Max Uplift BCOL-5.0pst h-198;Cat 11;Exp B;Enclosed;C-C Comer(3)0-0-0 to 33-0,Exterior(2) All uplift 100 lb or less at joint(s)14,16,12 except 33-0 to 6.3.0,Comer(3)6 3-0 to 12-3-0,Fxderior(2)12-M to 153-0,Comer(3)15-3-0 15=-105(LC 6),17=-153(LC 6),13=-105(LC 8).11=-153(LC 6) to 18.6-0;cantilever left end right exposed;Lumber DOL=1.60 plate grip DOL-1.60 Max Grav 2)Truss designed for wind loads In the plane of the truss only. For studs exposed to All reacbons 250 lb or less at joint(t)16,12 except wind(normal to the face),a se Standard Industry Gable End Details as applicable,or 14-420(LC 1),15-335(LC 8),17-502(LC 8),13=335(LC 9). consult qualified building designer as per ANSVTPI 1. 11-502(LC 9) 3)TCLL•ASCE 7-10;Pf•35.0 psf(bat roof snow);Category 11;Exp B;Partially E.V.; Ct-1.10 FORCES (Ib)-Max Comp./Max Ten.-All fortes 250(lb)or less except when shown. 4)Unbalanced snow bads have been considered fa this design. TOP CHORD 5)Ali plates are 2x4 MT20 unless otherwise indicated. 1-2=1111W,23=-30I325,3-4=7/345,4-5=0/334,58 534, 6)Gable studs spaced at 2.0.0 oc 8-7-71345,7.8=30/325,8-9=-11 OfJ82 7)This truss has been designed for a 10.0 psf bottom lord live load nonconcunent with BOT CHORD any other five beds. 1-17-281/137,16.17=-281/l37,15-16=-281/l37,14-15=-2811137, RECEIVED 1J1G 0 1 MY South Windsor Building Department Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# ��lr� L Date: % 1 Sprinkler# C,0, 7 q -7 Estimated Cost $ 190,000 FINAL APPROVALS Permit Fee $ }o Building _ COMPLETE RED BOXED AREAS Engineering _ Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. ► SIGN ON REVERSE SIDE t Total Fee $ � O TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work OITrN Lot No.Applicant's Address o;+441, a Tel # f_� Town A Zip Lic.# �L Q(e2� Owner Architect Owner's Ad ress Architect's Address Zip j9A0T Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd I. Total New Area SOL Purpose of thi permit IRe j�iyid .e/�t ✓ City Wai Well J Septic System; Sewer Ins: HO SP V Cert. Area Basement Garage Approved by Date 4' Use Group_Construction Type � vl o�lam/b_�eyfsed 1108 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 I ate the proper d to f all street lines,side yard lines,and required distances from all other zones and is located i i hi ild i u is owed. Signed I hereby apply for a Certificate of Occ fo t e w d c be p cation for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/19/22 Printed by Middleton, Morgan 10 21 43 INSPECTION: 120159 FINAL PERMIT: STATUS: APPLICATION: 201901677 LOC: 11 PAM LANE SOUTH WINDSOR PROPERTY ID: 68700011 OWNER: RUSSELL RICHARD W & 8606443218 CONTRACTOR: REQUEST BY: PROJ DESC: REMOVE EXISTING STRUCTURE DUE TO FIRE, REPLACE USING WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 05/07/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: CONTRCTR PROVIDED PICTURES OF INTERIOR OK ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/07/20 ROSE PASS B001 FOOTING DECK FOOTINGS 02/26/20 DOUG PASS B003 FRAMING (ROUGH) 02/19/20 DOUG PASS B004 INSULATION 02/05/20 DOUG PASS E001 ELECTRIC SERVICE 03/18/20 DOUG PASS E003 ELECTRIC ROUGH 02/26/20 DOUG PASS H003 HVAC ROUGH 02/26/20 DOUG PASS P003 PLUMBING ROUGH 02/12/20 DOUG PASS P004 PLUMBING GAS TEST 02/26/20 DOUG PASS P004 PLUMBING GAS TEST Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# I) L(110 P Date: loo Sprinkler# FINAL APPROVALS Estimated Cost $ 1 Permit Fee $ '776.^ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering -- TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.forCO. Total Fee $TO THE THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant !rLocation of Work c+ Lot No. v� Applicant's Address 0 I % d� Tel # Town v C Zip 0 66'? Lie.# Dme R GG 3 2 71 Owner r Architect Owner's Address /✓1anti Architect's Address .► Zip _Zip_ Sq. Ft. New Area: 1 st Fl. 2nd FI. 3rd FI. Total New Area Purpose of this permit IN 00n/1 p City Water Well J Septic System)( Sewer J Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type ao 19 o:)4a1 Revised 1108 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 proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed _ I 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 1900596 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/07/2020 GIS ID:68700011 FEE: 144.00 MUNIS APPLICATION# 201902950 BUILDING DESCRIPTION: APPLICANT°; LOCATION NAME: BILL VENORA ELECTRIC ADDRESS: I I PAM LANE ADDRESS: 94 CHARLES STREET OWNER: RUSSELL RICHARD W& __. I PAM LANE TOLLAND,CT 06084 DESCRIPTION OF WORK: WIRING OF REBUILT HOME WITH 200 AMP SERVICE CRS#3374427 SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/7/2020 10:46 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900797 ----TD-VN- U F- SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/24/2019 GIS ID:68700011 FEE: 3240.00 MUNIS APPLICATION# 201901677 BUILDING DESCRIPTION: APPLICANT_'" LOCATION NAME: CLH CONSTRUCTION LLC ADDRESS: 11,PAM LANE ADDRESS: 6 STAGE ROAD OWNER RUSSELL RICHARD W& 11 PAM LANE COVENTRY,CT 06238; DESCRIPTION OF WORK: REMOVE EXISTING STRUCTURE DUE TO FIRE,REPLACE USING EXISTING FOUNDATION 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 10/24/2019 9:48 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 202000436 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 05/07/2020 FEE: GIS ID: 68700011 ZONE: MUN1S APPLICATION# 201901677 THIS IS TO CERTIFY THAT 11 PAM LANE UNDER APPLICATION NUMBER 201901677 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF,SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: , APPROVED FOR OCCUPANCY REMOVE EXISTING STRUCTURE DUE TO FIRE,REPLACE USING EXISTING FOUNDATION SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/7/2020 9:56 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 1900807 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 12/31/2019 GIS ID:68700011 FEE: 180.00 MUNIS APPLICATION# 201902783 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: RONS PLUMBING ADDRESS: I I PAM LANE ADDRESS: PO BOX 248 OWNER: RUSSELL RICHARD W& I 1 PAM LANE STAFFORD SPRINGS;CT 06076 DESCRIPTION OF WORK: INSTALL NEW GAS FIRED COMBI BOILER AND BASEBOARD HEAT 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 12/31/2019 10:08 AM TILE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000030 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/27/2020 GIS ID:68700011 FEE: 198.00 MUNIS APPLICATION# 202000101 BUILDING DESCRIPTION: APPLICANT° LOCATION NAME: HIPOINT HEATING&COOLING, INC. ADDRESS: I I PAM LANE ADDRESS: 71 EDWIN ROAD OWNER: RUSSELL RICHARD W& I I PAM LANE SOUTH WINDSOR;CT 06074 DESCRIPTION OF WORK: INSTALL CENTRAL A/C SYSTEM 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 1/2 7/2020 4:07 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000032 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/28/2020 GIS ID:68700011 FEE: 0.00 MUNIS APPLICATION# 201901677 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PIRO NDOCI ADDRESS: I 1 PAM LANE ADDRESS: 512 HAZARD AVE OWNER: RUSSELL RICHARD W& I I PAM LANE ENFIELD,CT 06082 DESCRIPTION OF WORK: REMOVE EXISTING STRUCTURE DUE TO FIRE,REPLACE USING EXISTING FOUNDATION SPECIAL CONDITIONS: COMBI GAS BOILER INSTALL ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/28/2020 10:07 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200170 TOWN OF SOUTH WINDS , C, PERMIT NUMBER HVAC PERMIT DATE: 05/07/12 GIS ID:68700011 FEE: 30.00 MUNIS APPLICATION# 201200520 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HOMESTEAD FUEL INC ADDRESS: 11 PAM LANE ADDRESS: PO BOX 749 OWNER: RUSSELL RICHARD W&BEVERLY L ELLINGTON,CT 06029 11 PAM LANE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DIRECT REPLACEMENT OF A NATURAL GAS HOT WATER HEATER. 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 5/7/2012 9:26 AM THE FEE ABOVE INCLUDES A$0.26 PER T11OUSAND CT STATE EDUCATION SURCHARGE 1900770 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 12/09/2019 GIS ID:68700011 FEE: 144.00 MUNIS APPLICATION# 201902784 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: RONS PLUMBING ADDRESS: 11 PAM LANE ADDRESS: PO BOX 248 OWNER: RUSSELL RICHARD W& 11 PAM LANE STAFFORD SPRINGS;CT 06076 DESCRIPTION OF WORK: NEW PLUMBING FOR I FULL BATH,2 HALF BATH,LAUNDRY,KITCHEN 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 12/9/2019 11:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000031 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 01/27/2020 GIS ID:68700011 FEE: 0.00 MUNIS APPLICATION# 201901677 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PIRO NDOCI ADDRESS: 11 PAM LANE ADDRESS: 512 HAZARD AVE OWNER: RUSSELL RICHARD W& 11 PAM LANE ENFIELD,CT 06082 DESCRIPTION OF WORK: REMOVE EXISTING STRUCTURE DUE TO FIRE,REPLACE USING EXISTING FOUNDATION SPECIAL CONDITIONS: GAS PIPING FOR BOILER, STOVE,AND GARAGE ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/27/2020 4:12 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE