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HomeMy WebLinkAbout215 LEFOLL BLVD 1100273 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/31/11 GIS ID: 53100215 FEE: 45.00 MUNIS APPLICATION# 201101095 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ACR ELECTRIC LLC t`;_ ADDRESS: 215 LEFOLL BLVD ADDRESS: 40 MAPLEWOOD DRIVE OWNER: GAGNON ROBERT G&JUNE T ELLINGTON,CT 06029 ,. .215 LEFOLL BLVD a SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERTING 3 SEASON ROOM INTO 4 SEASON ROOM.NEW WINDOW, INSULATION,REMOVE KITCHEN WINDOW TO CREATE DOOR OPENING. REWIRE KITCHEN LIGHTS AND WIRE NEW PORCH. SPECIAL CONDITIONS: a' ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: — BUILDING OFFICIAL 10/31/2011 2:41 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appl' BUILDING DEPARTMENT PROV 1540 SULLIVAN AVENUE 021 g. 3 1 644-2511 ext. 230 Bldg.Permit# Date B ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 /� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS e—,%G L APPLICANT'S PHONE# OWNER q OW N S Fq OWNER ADDRESS .r }" OWNER PHONE ESTIMATED COST$ D - G IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF JOB: (P(f � 9 � Q New Installation oR c o/oIts Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATIOON?)4 YES ❑ NO l RESIDENTIAL CURRENT USE AND OCCUPANCY /C ois ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK or 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 PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 215 Lef of l Avenue HVAC # I Date: ` /-Izc) / Sprinkler# No• 27915 FINAL P R Estimated Cost $ ly ` 6 5�Oa Buildin 06- t' �t ^�- COMPLETE RED BOXED AREAS Permit Fee En9in in TYPE OR PRINT ONLY Occupancy Fee $ �: C Affidavit SIGN ON REVERSE SIDE Appr.for CO o Total Fee $ '7C• TO BUILDI P T ,TO F SOUTH W11NDSOR,CT (Additional Cost) $ The undersigned h eby applies tondo work according to the following specifications: Job LocationnQ 1 5 �N -�d it 4 y(I Lot No. Side of Street Zone Applicant Li `e rF 0 C"l Ka ga---ck Tel. # Y 3 -el ? Y rf Address Z(y K vt N S -r clip 6 oqO L.ic.# Owner t��eJr.e 6a c It � Address__. t 5- ti e it A N Architect Address Sq. Ft.New Area: 1st FL 2nd FL 3rd FL Total New Area #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: Scree fJ O rC /112XAK2 City Wat ❑ Well ❑ Septic System ❑ Sewer ❑ Ins. H.O. S.P. Cert. Area j Basement Garage Approved by /1 Date ' / G / Use Group Construction Type-7-1 > �"t— R•ys. 1197 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. ry -� Signed L+ ' I hereby apply for a Certificate of Occupant or the work described in this application for the permit. } Signed DO N4 WRI E BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-27915-B 4,955 B10 FINAL 06/25/01 CJD D WHICH SCREENED PORCH? IF SO ALAR M FOR POOL. WHERE IS AIR TEST AT? B10 FINAL 06/29/01 CJD D CHASED OFF BY VERY LARGE GERMAN SHEPHARD. B10 FINAL O1/16/03 JFF D NO ACCESS LEFT DOOR TAG B10 FINAL 02/04/03 JFF D WITH OWNER PORCH COMPLETED OWNER UNDICIDED REMOVE AG POOL OR ALARM DOORS B10 FINAL 09/28/06 JFF A WITH OWNER POOL REMOVED ALARM NO T REQUIRED t Reino E. Hyyppa & Associates • Civil Engineers \ Glastonbury, Connecticut- - SPACE Mir- 0 �. �a � REO�L�Y; t►�c. • ' -Z F � ? to• EASEMENT .o x T WO t Y, ✓�M1 a 'f Ow �r / � y al O�- a t W Q a Ile its N N U)2c) Z i a4 <�,, E 4.0•glyli.LIME __ _ „ATE: Lot lines from map on file in 21S �..EFOLL [Zo—,,.lL.E'JF-zD .)wn Clerk's Office entitled, "Plot Plan cction co Pleasant Valley Homes pRA1►.1 IF iZEQJ` •,uth Windsor, Conn." --ale 1"- LOI Date co-z-bi �.-20 BONE ap No. 220-78-iS Rev.Z.-Z-62 by Reino E. .yppa & Associates Glastonbury. CT. �IF�.c�Y •-.Ec11FY m,w,,G o.wtizo,�1„«o•eiwr aTeur PREPARE D T. FO/R �f.t1f �1v.F_fT%--T Asp C► << TiTr 1.r %Pl�•� a _:�•FN5'f, F� T i'- Qt t Vr`•�� 1. (/� ` T. 1�. ►�1�.{111:►•J!�V^� = E`...tNt'•A �( ��'�1... "'t V J 4 6LT A,it: 1 ¢ -EN to,** SOUTH WtND5021 ONN•. �';` �• 7 ^C n.p :�a V Ak Y nc tc, i2 6Yt•1`,slt►K•, ,f,i �i!- !(•.,.rv_ YE`�•1_liilr�.r�HA �. E.E4Uv10�.Trr W111{ SCALE 1".a0� 04,E 8-Z9- C U� TO THE BUILDING DEPT. TOWN Cf This certified that this plan and specifications are trve D copies of the proposed building or alterations to be erected at k FFDL.L 5 Z-YZ 2�S street O 199� together with ;..:_irndments Rated in ar„niie�.tion and 9iled with plan and 1 agree to comply with all zoning. B Lc;1'r11ng and state laws and such orders as shall be iss,,A'� :e g Department during pendency South Windsor t:, usnce of a building permBUILDING DEPARTMENTSignThisd subject to the condition that e:d:•r and ordinances regulating building shall be C'n !ed w1th. Conditionatty Approved These filed with building Inspector Clerrkk Date No. CERTIFICATION OF. ZONING COKAPLMNCE Proposed bullding(s), use(s) and/or structure(s) '�ttk "'/ ly"'- as shown on this plan appear(s) to be in Ithte (�tr,ty�) conformance with current South Winds!. NK►" dak regulations. Variances and special exceptiori:> 00am ) may apply. Dote or 11'10 9 << onln� Enforcement 041,N-r DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENTS 0 APPROV D 1540 SULLIVAN AVENUE Bldg. Permit# f ^a� 644-2511 ext. 230 -Q Dat g nspector Application must be printed or typed FEE SCHEDULE FTen—antDesignation � te 1-6�' ��j'n�of Job: $0-$1,000=$15.00 V Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT U � V""-6—�j 16 APPLICANT ADDRESS (,-q Q( c! F r M or_, 1S0JL wj 45,af cT APPLICANT PHONE# / -0 g O W N S Fq OWNER OWNER ADDRESS Q 0 m OWNER PHONE �� g 3 3 1 C ESTIMATED COST$ 5300 - CU,3 •� IS THIS A CONTRACT COST? _Yes LO No LG a j 4C� FEE ENCLOSED$ -i`� U C{� 5W 3 6 1��5 - O�� TYPE OF JOB: R.C _New Installation V"'�'Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SIDENTIAL BUILDING PERMIT APPLICATION? ElYES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS O MIXED USE (Other please specify) CITY STATE ZIP Yx 6E OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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. 1;6 �K & c T CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT ' DATE Reino E. Hyyppa & Associates C1v11 Engineers Glastonbury, Connecticut OF'Et�l a0 SPACE I i \\ /NIF PEA-".')W1T VALJ-EY ' z J rQ � r CotVSER ATtOtV — 20 EAR ENT 0 WJ ,Un W� W I &,REA o S I Ci Lp 120 N N t / tf' = \ i t$ Uj ►o"/`Jw / \ IQ � tc� ' �� III i PR070SED / NataSE FV 105 GF.IT p 4-6 gwG,. s W - Sort .NOTE: Lot lines from map on file in LE POU-. 150w„ —E,\14zo Town Clerks Office entitled, "Plot Plan Section Co Pleasant Valley Homes Fo= YOUNDATIO►J DRA1►1 �F REQUtREC South Windsor, Conn," Scale 1"- hOI Date co-2-s1 4-20 7-ONE Neap No, 220-78-15 Rev. -Z-2.-02 by Reino E. Hyyppa & Associates Glastonbury, CT. PQE PARED FO R I hti eby Ce-trfy th-it this map and survey were prepared i41 PLEASANT VALLEY L 0O V E5 accordance with the standards of a Class A-2 survey as defined In the existing Code of Pra-ti_e for Standards of Accuracy of SO U7I4 W I NDSOR, ON N Surveys and Maps, adopted by the Connecticut Association of Land Surveyors, kr_ ff SCAt_E 1"s 40' DATE 9-291-8Z 43-��1-lt9 i )°/' E � ill Q 50�� PR Por ow G���� o Gr 1 0 - O P.I SXG,: Reino E. Hyyppa & Associates Civil Engineers Glastonbury, Connecticut SPACE I/ 1 /cNIF P<_.EAl�Pk ST VAt,-LEY 9� 1/O S6. fro F Cniv��ERVATION — rfi / f U _ f i i J i �JO W (J19 / W J 1 AREA = Z�, 31l S.F. d JAI o� i/ ✓ 0 V olzo NN 0 \ Z 1Z, pFK 1 O is \ N `o'- ' ` `� (�� ` I 60• 1 z � �Oto \ I ! T d N 1 Labl�f' � N I G � }ITF- I07.91 f N p `04 Gd7 3 d ion W F00NnAT1014 LocNTED A- S4AowN •NOTE: Lot lines from map on file in hE FDL_ - ROulLEJA C7 Town Clerk's Office entitled, "Plot Plan Section c� Pleasant Valley Homes FO= F(X3MDATIO" 0"%Vj OF RECeJIRED South Windsor, Conn." Scale 111- hOI Date co 2-sl N-20 ZONE Asap No. 220-78-1S Rev.z--z-BZ by Reino E. Hyyppa & Associates Glastonbury, CT. PREPARED F02 C I htreby certify th-vt this fnao and survey were prepared i,, ��ElaSANT UaL L� 1 �z�1V� �J accordance with the standards of a Class A-2 survey as defined in the existing Code of Pra^ti:e for Standards of Accuracy of 50 UTI4 W 1 N DSO 2, ON N Surveys and Maps, adopted by the Connecticut Association of LoW Surveyors, kr— SCALE I d0' -_)ATE 9-2q-5 z 1' 77 r '43-'19-" J APP_ OVED TOWN OF WINDSOR ENGINEM-ING DEPARTMENT DATE: 'SIG.: F'ob Truss Truss Type OlyPlyB S01 SCISSORS 6 1 Job Reference o onal TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111,MARIO GIGUERE 6.200 s Oct 18 2005 MiTek Industries,Inc Tue Oct 31 10:01:19 2006 Page 1 0 10� 4-6-10 7-7-8 10-8 6 1 15-3-0 16-1-8 G-10-8 4-6-10 3-0-14 3-0-14 4-6-10 0-1" Scale 1:20 0 4a,M1120 II D 1 4M M1120- 4.4 M1120-- 5.50 12 c E I 1 &B M112D= 4 H tat M112011 2a4 M112011 F B 4.0012 3a10 MIRO i 300 M020- 4-&10 7-7-8 10-8-6 , 1530 4-6-10 3-0-14 3-0-14 4-6-10 Plate Offsets(AY) p.O-4-0 03111 LOADING(pst) SPACING 240-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.40 1 >452 240 M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.70 1 �,257 180 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.56 F n/a n/a BCDL 10.0 Code IRC2003fTP12002 (Matrix) Wind(ILL) 025 IJ 414 360 VNeight:49 b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc pudins. BOT CHORD 2 X 4 SPF 2100E 1.8E BOT CHORD Rigid cesrrg directly applied or 7-7-12 oc bracing. WEBS 2 X 4 SPF Stud-Except- W12 X 4 SPF No.2 REACTIONS (lb/size) B=1000M-3-8,F=1000M-3-8 Max Horz B--84(bad case 6) Max Upfi tB—353(load case 5),F=353(bad case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B-0128,B-(=-4019/1109,C-D=3394/805,D-E=-3394/816,E-F=-401%W,F-G=0128 BOT CHORD B,1=-1027/3690,IJ=-103413714,H4=-80513714,F-H=-801/3690 WEBS D-1=-536/2426,CJ=13/176,E-1-1=-13/176,C4=-689/368,E4=-689/409 NOTES 1)Unbalanced roof live bads have been'considered for this design. 2)Wind:ASCE 7-02;110mph;h=25111;TCDL=S.Opsf,BCDL=5.Opsf,Category 11;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 20.0 pst bottom chard We bad nonooncurrent with any other We bads. 4)Bearing at joint(s)B,F considers parallel to gram value using ANSUfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 353 Ib uplift at joint B and 353 lb uplift at joint F. 6)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard 10 TUE BUIIDIA 95PL TOWN OF WWH MOSON This certified that this plan and specifications are tru• copies of the proposed twliding or alterations to ba erecte//d at ` 4 r— & [ Wee- IoRethev with amendments stated in application ao fil(rl with plan and I acree to comply with all zoning Building and state I Iws and such orders as shall bt issued by the Building and during pendenry �f tnis application and final issuance of a building permit. Signed This plan Is approved subje to the nditlon that ord•rs and ordinances regu ting bu ding shall be „n nrd with. C,on zonally Approved These filer with 0 auildin Y 1.) n)pector Clark �.t• ` O No. Job Truss Truss Type Gly Ply NELSONS G01 HOWE 1 2 Job Reference(.Pti..13 TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111.MARIO GIGUERE 6.200 s Oct 18 2005 MiTek Industries,Inc, Tue Oct 31 10:01:24 2006 Page 1 0-10-8 4-4-15 7-7-8 10-10-1 15-3-0 16-1-8 0-10-8 4-3-15 3-2-9 3-2-9 4-4-15 0-10.8 Seale-1.27.0 5A u112D tl 0 5.50(1'F 06 MII20i 4.6 M1120� c wl E 1 N!1 V12 F a 81 d SA M=; J 1 H 34 M112011 M12 M1120= he M112011 5.12 MII20,- 44-15 , 7-7-8 , 10-10-1 , 1530 4-4-15 3-2-9 3-2-9 4-4-15 Plate Offsets(X_,Y): (B:0-3-7 0-2-12] (Fl)-3-7 0-2-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.47 Vert(LL) -0.13 H4 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.22 H4 >803 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code IRC:2003/TP12002 (Matrix) Wind(LL) 0.10 I-J >999 360 Wteight:166lb LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing direly applied or 45-8 oc purins. SOT CHORD 2 X 8 SYP 2400F 2.0E BOT CHORD Rigid ceding direly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Not-Except* W1 2 X 4 SPF 2100F 1.8E,W2 2 X 4 SPF Stud,W2 2 X 4 SPF Stud REACTIONS (Ib/size) 6=6833d0-34,F=6833M-3-8 Max HorzB=90(load case 6) Max UpIdB=-2407(bad case 5).F=-2407(krad case 6) FORCES (lb)-Maximum Cornpressi xOAaximum Tension TOP CHORD A-B-O/44,B-C=-11426/3903,C4"97/2949,D-E=-84972949,E-F-11426/3906,F-G=0144 BOT CHORD B4-3532/10338,1.-532J10338,H4=-3451/10338,F-H=-0451/10338 WEBS C,1 808/2478,134-2282/6618,E-H=4 6/2478,C-1=-0125/1146,E-I=-3125/1149 NOTES 1)2-ply truss to be connected together with 10d Cormon(A 48'k3'Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows.2 X 8-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-941 oc. 2)All loads are considered equally applied to all plies,except d noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to py connections have been provided to distribute only bads rated as(F)or(B),unless otherwise indicated. 3)Unbalanced roof We bads have been considered for this design. 4)Wind:ASCE 7-02;110mph;h=25ft;TCDL=S.Opsf;BCDL=S.Opsf,Category 11;Exp C;enclosed;MVVFRS gable end zone;Lumber DOL-1.33 plate grip DOL=1.33. 5)This truss has been designed for a 20.0 psi bottom chord Iva bad nonconcuffent with any other live bads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2407 lb uplift at joint B and 2407 lb uplift at joint F. 7)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIQ Vert:B-F=-800(F=780),A-D=-100,D-G-100 10 THE BUILDWG DFpT. TOWN OF Sil1TH WWDSOR This certified that this plan and specifications are true copies of the proposed Mllding r alterations to tr erected at c Str-• together with amendments stated in application :ILA with plan and 1 agree to comply with all zonir Hoildmg and state laws and such or<:irs as shall L Issued by the Building Depart •nt during pendenc, -•1 this application and final is lance of a buildtn. Permit.3u!ned y/ his plan is approved subject o the co Itlon thal ord•is and ordinances regul g building shall be ',lied wilh. A onally Approved These filed with n/g nsp for/ Clark )ate [ t d(o No. ■■■■■somm r.©muo!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■I!■■■■■■■■ER'■!EO■■■■■■■■■■■■■■■■■!■■■■■■■■■■■ ■i■nm■■■■`i=■sa■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■moomm■■■mmmaommm■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ummoiii■■■iio■OMIo■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■M■M■EMM■NNOMME MENNE■■E■O■■E■EM■N ■■■ENN■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■!■■■■■■!■■■■■■�■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ALL ����� I GuimondSireei,Soint•Jacques,N.B.E7B 1S6 Mode by: Date: Sheet No.: •TAI.:(506)735-3561•Fax.:(506)736-0929 •Customer service: 1-800-964-6999 Checked by Date. • PROOUITS FORESTIERS ALLIANCE ALLIANCE FOREST PRooucrs CALCULATIONS FOR DESCRIPTION I '` VIA Z ` o ,o _El a — o • 2 100„ iT y o • r-- Initials: ■■■■■■■■■■ ■■oommmmomm■■■■■■■■■■■■MONSON■■■■■■■■■■■■moommommon■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ mmmoom _■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ No OMEN No ME ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ USE HUM WOME ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■�iiilfiw. UUMMEXAMup.rmmiw.i�'+ i■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■iilili+`i`�i�;Il�liilfi'i■■�+�i�ii�lllll�!■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■i�'ior, ��L'i/J[!L�■■ ALL 1 G eV Street.Saint-Jacques,N B E18 1Sb Mode by Date Sheet No •Tel.::(50(606)735-3561-Fax. (506)736-0929 •Customer service 1-800-964-6999 Checked by. Date. • PRODUITS FORESTIERS ALLIANCE ALLIANCE FOREST PRODUCTS CALCULATIONS FOR DESCRIPTION I \� Yz 3 s E C v 70 y lzl —51 J N i i arnta',s Reino E. Hyyppa & Associates �. CIVII Engineers Glastonburf, Connecticut OPEt.1 5PAC fv�F ErLa:k`SAi?� t�EALZY 11Jc.. f f0 CO►1SERVAT%ON -- W r d4'� W h (y b � AREA s ZA,'3{1 S.F. ;,� .4•��+,- `, r �- {ZO ' Ila f. 1.� OG w :' j',�y,. -� .-i••'. •t,a �f y�.F'� y� a •a .•. a.; 1'M .rP, f' 74 "5 6 p ! ty� y N :a.4r 4 lar W ter � hZ�p11D1� ti V171�TY11.1� + r r ^� t r �c F � `"lf: i` q. ,..._ }-, �i.-,� �`t...=t-.� >. .•. �� Q �i�.,, .��.y g�tJ s�,4��r�*�•�tq y�:��,,�.."�.� 3t4�� fi L'�_zi. � `1.1•.�i����j .!1•.•c^T.!^w{.�+fig �I+�JW�,� •Z�+' 4V� L • { ,'•'�..:: 9t S'�.�,t#= „r_ ,.-s �?b ;.-. a t.l.x i. Yr ...Y:✓y1"';O ,t•1^a .i.�":. ..i 5 {. j.• fi s- �''•'j• r !r ~ ��A •� A r�.y. >r=. TE .; ,Lot lines .froro reap on .ile in �=:215 '-_ �..EFot,L x+n Clerk's$Oft�ice{entitled ' 3•� ction` , Plot Plan , ,.. Pleasant Valley Hamea ' '" p•�Foc�►�VAtlo�r paAlu �F RE „uth Vindsor ''r = c "' y" Da te co-Z gap No.` 220.78 {SRev.z-z-8Z byr Rei no , E .. �►-20 �ONE s 43• �` - • ` to '} =.�f �cT iI a Y gppa b�Associates Glastonbury ' ' Irct7GEY Ect1 m""jV 0&V-1 Zo,l�u_�Fo�N.ilc a'Tk>�T PRE AR EJO O R wo f�: tja RW • •\t t1C lC;R'M►r 'iZEf.�wA�tc+►r�NI. � 6E��JV10 G {{• {"sd0 - u:E D SCS I S I 1."v p A'CUUS South vV*1ndsor BUILDING DEPARTMENT ,0 1HE BUILDIdG DEP1. 10WN of WU11i WIHUSUt rhla Certified that this plan and specitleetions are""' ro sad building or 8iteretions tO bs ;opies of the P p° erected et �� ;/f +� ,�/[_''\'1 � I itree 1 s stated in application ao' ,ogeamendments onin8 her with amend m iy with all z .itedI agree to co P piled with plan and orders as shoo b' and state laws an artUmcent during pendent / t 3uilding of a buildim issued by the Building fin .f this application and final issuance Signed o the con on tha lan is approved subject buildin6 hall b' his p regul Q xders and ordinances �,mphed with. These filed with ""011.60nally "ProVed ! 'P melding Inspector CERTIFICATION OF ZONING COMPLIANCE prop---+ bul!c+ing(s), use(s) and,' structure(s) as - ,:J plan app= In CC. current sec ,Aces and s; is m' DaiE n rcement Officer APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION lU P 0 Gae k7— SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND 17T7- COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATT OF APXPLICANT DATE Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE i � � 644-2511 ext. 230 Bldg.Permit# Date Buil spector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FiTe-nant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof ation Apt.No. APPLICANT AO1 JK YZj J4 d w% q ' l..,o . APPLICANT ADDRESS 17Y e-pp LC C7 O(®!( APPLICANT PHONE# r R"(oc) �A ( `E qS-S-I O W N St OWNER —�bQ+�L� �L^!a W h 1V OWNER ADDRESS Fp LL S i- OWNER PHONE O C ESTIMATED COST$ IS THIS A CONTRACT COST? ' Yes No FEE ENCLOSED$ S . ONE TYPE OF JOB: OR•C New Installation -'Alteration/Addition/Repair DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Pen-nit# 644-2511 ext. 230 Date Buildi for Application must be printed or typed FEE SCHEDULE L a pon of Job: $0-$1,000=$15.00 FTena—wDesignation Street Lot No. Over$1,000= $15.00 per$1,000 _ or any fraction thereof Apt.No. APPLICANT v 0144 iJ O PL-,N'L14� CD APPLICANT ADDRESS © (16 33 © rQq ro0 LC C T O cy 31 �o APPLICANT PHO # SSG 0 Co D- 9 IfS-6 -Q- c'� 1 y �q C O W N S f q OWNER •'L w w VJ OWNER ADDRESS l d C- S o OWNER PHONE C" ESTIMATED COST$ L4 O©O O xa IS THIS A CONTRACT COST? ^�Yes _No FEE ENCLOSED$ cV� f��s O�� TYPE OF JOB: O R•C New Installation teration/Addition/Repair APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE,OF SYSTEM: TYPE OF_OPMDING: ❑HEATING 0 RESIDENTIAL ❑A/C O COMMERCIAL ❑VENTILATION Cl INDUSTRIAL HEATING ❑5WEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. t(HYDRONIC O WARM AIR O UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) �--DE CRIBE ALI HEATIN EQUIPM NT CLUD G MAKE&MODEL NO) risl� � Q,0. be — wc w.c.L C(�P A-5— /4010,3 �000 GROSS HEATING CAPACITY(INPUT-BTUH)_ NET RATING(OUTPUT-BTUH) (2 TYPE OF FUEL 110 c U T-- O OIL-GPM OIL TANK LOCATION:O INSIDEO OUTSIDE CAPACITY 1 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. o Z a- ('0 Co n/ CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT DATE /Ag- y.5/ant :n® chronic Ex er per. Job Name: GAGNOW & e"-r Customer. Engineer: Plow�QV�AvU N 0 Salesman: Address: a IS L Ir ro LL City: So w 1 os o e, State: Zip: Phone: yd Indoor Design Temperature: 70.0 F Outdoor Design Temperature:0.0 F System Design Water Temperature: 180.0 F HEAT L055 CALCULATION5 1st Floor ADDITION Floor Totals Job Totals Room Height(ft) 10.00 Room Length(ft) 14.00 Room Width(ft) 12.00 Doors&Glass(sq ft) 50.00 Door&Glass Factor 0.6500 Exposed Wall Length(ft) 38.00 Exposed Wall Factor 0.0700 Cold Partition Length(ft) Cold Partition Factor Ceiling Factor 0.0300 Floor Factor 0.0400 Infiltration Factor Indoor Temperature(F) 70.00 Heat Loss(BTU/HR) 4,715 4,715 4,715 BA5EB0AK[) 5ELECTIONS 1st Floor ine ne IS pin.ft.) selected Fine/Line 30(11n.ft.) selected Multi/Pak 80(lin.ft.) selected Base/Line 70(lin.ft.) selected Base/Line 2000(lin.ft.) selected -1- Copyright(C)2000-2004 Slant/Fin Corporation 100 Forest Drive Greenvale, NY 11548 (516)484-2600 www.slantfin.com ,tom:. .,.. : .- . .,.. ,_..:. ..: ... :. ;.. ...- ,. .- -- P . ..-• - _. _ .. .-. - Reno i E. Hyyppa & Associates t. Civil Engineers Glastonbury, Connecticut OPEt.1 �pACE q� /�N(F Pt.EAs�ANT VA�t..EY \\ 1 Z °4• 1 ��� REALTY , 1N�. r CONSERVATION — io -✓'`SEAS EMIT p / Jul i W WLP i Q . bred i tP its do .i to\-nyR.il 117E O U+ V�7 1 V-115 &FT top 0 So' 40'SLQ&. t_lNE x W 01 7 � J' Coto too. � ��4a• to" V4 . .NOTE: Lot lines from map on file in LE FOLL gOULEVPSZO Town Clerks Office entitled, "Plot Plap Section ro Pleasant Valley Hoates Fo- FooWDAT►ow OVA1N iP REWIRW South Windsor, Conn." Scale 1"� 401 Date co-z-la1 A-20 ZONE Map No. 220-76-15 Rev.z-z-97- by Reino E. Hyyppa & Associates Glastonbury, CT. P;;�EPARED FOR 1 hereby certify thit this mao and survey were prepared it' PLEASANT VALLEY WOtV1 E-S accordance with the standards of a Class A-2 survey as defined in the existing Code of Pra,tice for Standards of Accuracy of 50 UTIN W 1 N DSO 2, Surveys and Maps, adopted by the Connecticut Association of Land Surveyors. Inc- SCALE V's 4.0' UV 43-lc)-II Electric r4sm. APPLICATION FOR BUILDING PERMIT 1 Plumbin = -- 215 Le f o l l Blvd. q HVAC# yPI_`r : 6 110 0 0 4 7 6 Date: Sprinkler# = :1 FINAL AP Estimated Cost $ Building COMPLETE COMPLETE RED BOXED AREAS Permit Fee $ � Engineering Occupancy Fee $ 6%S - TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �Z The undersigned hereby applies to do work according to the following: Applicant W 4' Location of Work L3L,aD Lot No. Applicant's Address / .� ti %n nits r'/� L ., A4m r a f S fzr4 Tel # k C O h $t.`018 Town /k.�N ��/1 r S j/-Y� Zip O6 O YO Lic.# tyre 04 6 8 / Owner 3Qi0 G. A C/L QAt- Architect Owner's Address 2-/ L l;F CL(- I;L Y P Architect's Address Zip Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit n7e S or.., s O a/k /Zvi 0 gck)Lt, d L4." Z&S rA L &7 / 100L--!!R G Xn y y f e �-�/ i (`fI r, A— (,�j h.�tx�• %Q City Water 0 Well ❑ Septic System ❑ Sewer D 0,606 IOc! Ins: HO SP Cert. Area Basement Garage Approved by Date 'Z�� Use Group ;�-� Construction Type Revised IIGO 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 istance from all street lines,side yard lines,and required distances from all other zones and is located in which this uilding an is use is allowed. x Signed I hereby apply for a Certificate of Occu ncy for e work de c bed in this application for the permit. Signed DO NOT WRITE BELO IS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/12/22 Printed by Middleton, Morgan 15 19 32 INSPECTION: 42962 INSULATION PERMIT: STATUS APPLICATION: 201101095 LOC: 215 LEFOLL BLVD SOUTH WINDSOR PROPERTY ID: 53100215 OWNER: GAGNON ROBERT G & DUNE T CONTRACTOR: REQUEST BY: PROJ DESC: CONVERTING 3 SEASON ROOM INTO 4 SEASON ROOM. NEW WINDOW, WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 10/28/11 PRIORITY: SCHEDULED: 10/28/11 AM COMPLETED: 10/28/11 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: NELSON @ 860-875-5038 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B002 FOUNDATION 10/26/11 ROSE PASS B003 FRAMING (ROUGH) B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE BO10 FINAL E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND 10/26/11 ROSE PASS E003 ELECTRIC ROUGH P001 WATER HEATER REPLACEMENT P002 PLUMBING UNDERGROUND P003 PLUMBING ROUGH P004 PLUMBING GAS TEST Electric # c ILo APPLICATION FOR BUILDING PERMIT. If Plumbing# 215 LeFoll Boulevard Date: ,'O Z3V6 E HVAC # Sprinkler# 30118 FINAL R S - _ -- Estimated Cost $ Z/ v Building�� I/'D¢ COMPLETE RED BOXED AREAS Permit Fee $� Engineeri g Occupancy Fee $ j0 TYPE OR PRINT ONLY Affidavit SIGN ON REVERSE SIDE Eng. Insp. Fee $ ? Appr. for C �� i�� T t Fe $� � �� TO THE BUIL'DiNG DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additions (Cost) $ The undersigned hereby applies to do work according to the following: Applicant Al/f !T, <-'ow S T L Z_ e.6 d ocation of Work Z/ S Lot No. Applicant's Address / 3 5 Gy Tel.# r h o F 7,? S o 3 Town & 4iv e T k:F R Zip ,I 6 Lic.# Owner___13 O ?? .ii 4 �Al6/y Architect Owner's Address L i S" G f"o < B c,. %J- Architect's Address Zip o 6 a y y Zip- -Sq. Ft. New Area: 1st FI. /f9'0 2nd FI. 3rd FI. Total New Area / 7 v �— Purpose of this permit --/ 2 'X / f�✓�C�, ;r �-. /y ._ R syc c. City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO Cert. Area Basement Garage by Approved :;O� Date Use Group Construction Type Revised 6102 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 an its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the wo c escribed in this application for the permit. Signed DO NOT WRITE B LO THIS LI INSPECTION COMMENTS f + Inspection / Approval Date By Appl Code Description Due Whom Code Comment --------------------------------------------------------------f------ --------- **-30118-B 21,000 BO1 FOOTING 11/06/06 JFF A 3 10IN PIERS WITH CONTRACTOR B03 FRAMING (ROUGH) 11/20/06 JFF A WITH CONTRACTOR NELSON NEED TRUSS AND LVL SPE CS NO E03 ORP03 TO TEMP INSUL TO REMOVE E03 E03 ROUGH 11/30/06 JFF A WITH CONTRACTOR P03 ROUGH 11/30/06 JFF A WITH CONTRACTOR B04 INSULATION 11/30/06 JFF A WITH CONTRACTOR R30CEIL R13WALLS FLOOR R19WIT WITH STROFOAM B09 OTHER 12/13/06 JFF RECEIVED TRUSS SPECS B10 FINAL 12/14/06 JFF A WITH OWNERR **-20604-E 3,000 r MiTek POWER TO PERFORM." MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: NELSON8 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by Truss Manufacturing-Newington,CT. Pages or sheets covered by this seal: 111230959 thru 111230960 My license renewal date for the state of Connecticut is JANUARY 31, 2006. ``q,lnnnuna, p•' No.17524 :•Q November 8,2006 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type Oty Ply 1112309 NELSON8 GO1 HOWE 1 2 Job Reference(optional TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Nov 08 07:42:28 2006 Page 1 -00-10.8 4-4-15 F 7-7-8 10-ID-1 15.30 tr 6-1-8 0-10-8 4-4-15 3-2-9 3-2-9 4-4-15 0-108 Scab-127.6 5x6 M1120 II D 5.50 12 4x6 M1120'-'- 06 M1120, C E F B � GI J 1 H 5x12 M020- 3x8 M1120 II IW2 M112D= 3x8 M112011 502 M1120Z 4-4-15 7-7-8 10-10-1 15 3-0 4-4-15 3-2-9 3-2-9 "IS Plate Offsets :037 0-2-1 0.3-7 0-2-12 - LOADING(pd) SPACING 2-0-0 CSI T DEFL in (bc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.47 Ver1(LL) -0.13 H4 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.22 H4 >803 180 SCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.05 F n/a Na BCDL 10.0 Code IRC20031TPI2002 (Matrix) Wind(ILL) 0.10 I-J >999 360 Weight:1661b LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD 2 X 8 SYP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2'Except D4 2 X 4 SPF 21OOF 1.8E,C-1 2 X 4 SPF Stud,E4 2 X 4 SPF Stud REACTIONS (lb/size) B=6833/0-3-8,F=6833/0-" Max Horz 13-90(load case 6) Max Upkf1113=-2407(bad case 5),F=-2407(bad case 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD A-6=0144,B-C=-1142613903,C-D=-8497/2949,D-E=-849712949,E-F=-11426/3906,F-G=0/44 BOTCHORD B-J=-3532/10338,1-J=-3532/10338,H-1=-3451/10338,F-H=-3451/10338 WEBS C-J=-80&2478,D4=-2282/6618,E-H=-806/2478,C-1=-3125/1146,E-I=-312511149 NOTES 1)2-ply truss to be connected together with 10d Common(.148'x3'Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)AN bads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only bads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live bads have been considered for this design. 4)Wind:ASCE 7-02;110mph;h=25ft;TCDL=5.Opsf;BCDL=S.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;Lumber �tltrfllrlurrq 5)This truss has plate beend�gned for a 20.0 psf bottom chord live bad nonconcurrent with any other live bads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2407 lb uplift at joint B and 2407 lb uplift at �`��P•;��V EN FD•, �CG�.� joint F. 7)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. LOAD CASE(S)Standard 1 q 1)Regular.Lumber Incxease=1.15,Plate Increase=1.15 y �•l�,Q Uniform Loads(Plf) ���p�c`••l/CENS�p Vert:B-F=-800(F=-780),A-D=-100,D-G=-100 AL 0,111114111110 November 8,2006 WARPaM-V#rtr dmil"pwUmeeera and R&W N0=ON n=AND HKWLED Mr=REFWW#=PACZ MU 747J BMVW DSE Design valid for use ontV with Mifek connectors.This design is based only upon parameters shown,and is to an individual building component. Applcab0ly of design paramenten and propei Incarrxxafkxr of component is responsbifly of building designer-not buss designer.Bracing shown M i Tp k•Is for lateral su000rt of IncM ual web members only. Addidional temoorary brocino to Insure stability durina corohuctlon Is the resconsbll1v of the Job • Truss Truss Type Qty Ply 111230960 NELSONS S01 SCISSORS 6 1 Job Reference(optional TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Nov 08 07:42:28 2006 Page 1 -0-10-8 4-8.10 7-7-8 10-" 15-3-0 16-1-8 0-10-8 4-46-10 3.044 3-0-14 4-640 040-8 Scent 1:28.0 4X6 M1120 11 D 5.50 12 4X4 M11205 40 M1120-- C E 1 8x8 M1120= J H 2r4 M1120 Ill 2X4 M1120 11 F B yRRy 4.00 12 ° Id 3x10 M11209 3x10 M1120- 4$10 7-7-8 10 8 6 15 3-0 4-&10 3-0-14 3-0-14 4$10 Plate Offsets : -1-0 03-11 LOADING(psi) SPACING 2-0-0 CS1 DEFL in (loc) Well Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TIC 0.74 Vert(LL) -0.40 1 )-462 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.70 1 >257 180 BCLL 0.0 Rep Stress incr YES WB 0.60 Horz(TL) 0.56 F n/a n/a BCDL 10.0 Code IRC20031TPI2002 (Matric) Wind(LL) 025 W 414 360 Weight:49 b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceftV directly applied or 7-7-12 oc bracing. WEBS 2 X 4 SPF Stud'Except' D42X4SPFNo.2 REACTIONS (lb/size) B=10DOM3-8,F=1000/0.3-8 Max Harz B=414(load case 6) Max Up61B=-353(bad case 5),F=353(bad case 6) FORCES (b)-Maximum CompressknfAaximum Tension Top CHORD A-I=-War,B-C-4019/1109,C-[>=3394/8W,D-E=339"16,E-F-40191948,F-G=0f28 BOT CHORD B-.k-1027/3690,1.---1034/3714,Ha=-805/3714,F4-1=-Wl/3690 WEBS D-1=-53612426,CJ--13/176,E-H--13/176,C-I=-089/368,E-1=689/409 NOTES 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-02;110mph;h=25ft;TCDL=S.Opsf;BCDL-5.0pef,Category 11;Exp C;enclosed;MWFRS gable and zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 20.0 psf bottom chord live bad nonconcuftent wkh any other live bads. 4)Bearing at joint(s)B,F considers parallel to grain value using ANSIr PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of wihstanding 353 lb uplift at joint B and 353 lb uplift at joint F. g111111111U 6)This truss is designed in accordance wih the 2003 International Residential Code sedions R502.11.1 and R802.102 and referenced J`p1111 CO yyy4iy', standard ANSI/TPI 1. �.� �pF LOAD CASE(S)Standard C-3 5��v EW F�� /pG'•� 1 4 M- ,yyyy"ties 111111111111 November 8,2006 Q Wwr MM-Vw*dui4rs p®awrars osd JMW NW=AN MW AM BWCLV W 1H7=ROID119"PAW AM7473 JgaR6 Vans �. Design valid for use only with Ntllek connectors.This design Is based only upon parameters shown,and is for an Ind'widual building component. Applicability of design paranenters and proper irw- fbn of component Is responsibility of bulding designer-not Inns designer.Bracing shown M iTp k i fa lakm su000d of Indlvldud web mambas only.Addllb ir nal femoorary braca to Insure s1abW durla construcfbn is the resconsbW of the Symbols NumberingSystem y stem General Safety Notes PLATE LOCATION AND ORIENTATION � 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-a-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system e.g. and fully embed teeth. diagonal or x-bracing,4 always required. See BCSII. 2. Truss bracing must be designed by an engineer.For 1/1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator � bracing should be considered. c i z C2 WEBS �� 4 3. Never exceed the design loading shown and never � * stack materials on inadequately braced trusses. O 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,IOCOte U uc a T_ designer,erection supervisor,property owner and plates 0-'/,e'from outside a_ �' u U all other interested parties. edge Of truss. 7 cs O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each 5 joint and embed fully.Knots and wane at joint This symbol indicates the g 7 required direction of slots in locations ors regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Comber is a non-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ff.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior 44> (supports) occur. Icons vary but ®2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings OCCUf. 17.Install and load vertically unless indicated otherwise. a 18.Use of green or heated lumber may pose unacceptable REenvironmental,health or performance risks.Consult with project engineer before use. Industry Standards: MR ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front back,words Plate Connected Wood Truss Construction. MiTek' and pictures)before use.Reviewing pictures atone is not sufficient. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. Installing R Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473