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HomeMy WebLinkAbout192 MASKEL RD SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** ADDRESS 19a'� �J1 LOT/UNIT#� Reviewed by (Engineering) Y CONTACT/DEV RAVI n crf i1 a0 Date Reviewed pro nied PH# Reviewed b r (Planning) Date Submitted__ d - 7- 07 Date Reviewed r�Approv Denied As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved. Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work;i.e.trees,shrubs, dumpsters,required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone ^� d. water / e. other C-4-5 S. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting 9 9 b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: r- yiSel As ia, 1A/ V sko� =vtc*kr et s/engineering/molloy/site compliance checklist SEP-20-07 10:35 AM DESIGN WORKS 860 627 7895 P. 1 f 2Ali 1a main beam in Sara e � w I•{!eernSa:`Ser�INMrtv�rc770Cti C:St�'"'" 3 PGS Of 1 3/4" X 18" 1.9E MierollamO LVL ` 9t:n^ixir ui rF.7 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o, 2 PIOt{IIGL 01,1UIillll la f0114t{)tU,ll. LOADS: Analysis is to,ai Drop Bearn Member Tributary Load Width.13 Primary Lcr•d Group Residential Livina Areas(psf):400 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbe) Detail Other Width Length Live/Dead/Upiou rotas 1 Stud hall 3 50" 3.38" 5807 11743 10/7 550 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TUIUCIStrar,dO LSI 2 Stud wall 5 50" 3AY' 5893/176910/7662 Lt:Blocking 1 Ply 1 1/4"x 18"1 'Sr-TimbcrStrandO LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Lt:Blocking DESIGN CONTROLS: Maximum Design Control Control Locatlon Snc+ar(lbs: 7437 6338 17955 Passed(35%) Rt end Span 1 under floor loading Moment 1rt Lts) 40904 40904 58130 Passed(700,0) MID Span 1 under Floor loading `,e Lead Den(in) 0.606 0.733 Passed(U436) MID Span 1 under Floor loading cal Wad Del(in; 0.788 1.100 Passed(U335) MID Span 1 under Floor loading -Deflecl,on Criteria STANDARD(LL L./360,TL:U240). -Bracing(L u) A I cornpression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise. Proper attachment and p,)situiiing of lateral bracing i}teuuued to achieve meinber stabihty, ADDITIONAL NOTES: 4W,PORTANTI The analysis piesenlcd bi output from software developed by Tru5 Joist(TJ). TJ warrants il*,c slzing of Its products by this software will be acconiptshed in ac cufdance with TJ product design criteria and code accepted design Values. rho spOc.ifie product appl,cadon,inaut cesign(cads, and stated dinivnsions have been provided by the software user. This output has not been reviewed by a T.1 Associate. -Not all prochicl;are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UDC analyzir9 the TJ Distribution orodu,:t listed above. -Note:Soo TJ SPECI117-112R'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Wrinanno builders Michael Pardi LOT'12 MA5KEL ROAD Design Works of Now Fngland SOUTH WINDSOR.CT P.O.eox 261 88 North Main Street Windsor Locks,CT 05096 Phone (860)627 7895 ' rasa (860)627 789S Dosignwks c@snet not SEP-20-07 10 :36 AM DESIGN WORKS 860 627 7895 P. 02 Beam Q breakfast area i t ` m;�t:S:era Nnnunl�ii+fyiA 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam®LVL avef,vri 6 25.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ProthricDi:•!h int is Conccputat. LOADS: Analysis is for a Herder(Flush Beam)Member. Tributary Load Width:6'8" Primary Load(aurup-Residential-Living Areas(psf):30.0 Live at 100%duration. 10 0 Dead Vertical Load:' Type Class Live Dead Location Application Comment Unifoorgpsf) ROcfl 1 '5) 30.0 10.0 0 To 10'4" Adds To SUPPORTS: Input Bearing vertical Reactions(lbs) Detail Other Width Length Live/DeadlUptift lrotal 1 Stud wall 5.50" 1.88" 2067 1 736 10/2803 A3.Rim Board 1 Ply 1 114"x 9 112"0 8E TJ-Strand Rini BoardO Stud wall c SO" 1 83" r'1067/730/0 12803 A3 Rim Board 1 Ply 1 114"x 9 1Q"0 8F TJ Strand Rim Board, See TJ SPECIFIER'S 113011.DERS GUIUF for detail(s).A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location onear(lbe'i "r522 -212b 7897 Passed(27`y.) Rt.end Span 1 under Roof loadi ig Moment(r I-Lbs) 05 1 6331 14719 Passed(43`yo) MID:3pan 1 under Roof loa:ting Live Load Def(in) 0.182 0 242 Passed(L/636) MID Span 1 under Roof Inad:ng Total Load Don(in) 0 241 0.483 Passed(L/469) MID Span 1 under Rout lo•-iding Defection Critiria•STANDARD(LL:L14e0,TL:L/240). -Bracing(Lu) All compression edges(top and bottom)must be braced at 1a 4"o1c unless detailed otherwise. Proper attachment and positioning of lalwzil bracng s required to aciiieve member stablllty. ADDITIONAL NOTES: -IMPORTAN I The analysis presented is output from software developed by Tnts Joist(TJ). f J warrants tite sizing of its products by this software will be accornp ishad in accordance with TJ product design criteria and code accepted design values The spe::ific product application,irput design loads, and stated dirriensions have been provided by the software user. I'his output has not been reviewed by a TJ Associate -Not all products are readily availabh- Check with your supplier or TJ technical tepretentative for product availabilhy. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -AIIowwbie Stress Design methodology was used for Building Code UBC analy7i,g the TJ Distribution prodi:ct listed abnve. -Note-See.TJ SPECIFIER'S/BUILDE R'S GUIDES for multiple ply connectiorf' PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Soldeis Michael Perdi t OT#12 MA;:KFI.ROAD Design Works of New It rtgtand SOUTH WINDSOR.CT P.O.Box 251 88 North Main Street Windsor Locks,CT 06095 Phone (860)627-7895 Fax (8An)r,27-78'3E Desigtiwks rasnel.net y SEP-20-07 10 :58 AM DESIGN WORKS 860 627 7895 P. 01 ie AA Beam C bedroom#3 flush to ceiling) N�.niLer .�00;1 G�814 2 Pcs of 1 3/4" x 11 1/4" 1 9E MicrollamO LVL �±'c+,nia 1L Scu THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slop:;u•12 Roof siope0.v o; u 1 11'11"--••• --� All dime-.0;ton',ate horizontal. PtOdUL1 Diagram is Conceptual. LOADS: Analysis is for t+I leader(Flush Beam)Member. Tributary Load Width:21' Primary Loc d Group Snow(psi) 30 0 Live at 115:6 duration. 15 0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDead/UpliftfTotal 1 Stud wall 3 50" 3 78" 3701 /1915/015616 L1:Blocking 1 Ply 1 3/4"x 11 1/4"1 OE Micioliar?0 LVL 2 Stud wall b SO" 3881, 3806/1969/015775 L1:Blocking 1 Ply 1 3/4"x 11 1/4'•1 9F Mica uliattQ LVL -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):LI:Blocking -Bearing length requirement exceeds input at support(s)1.Supplemental hardwa a is required to satis►y hea'ing requirements. DESIGN CONTROLS: Ma=irnurn De51gn Control Control Location Snear(Ibs) 5456 4441 8603 Passed(52%) Rt.erd Span 1 under Snow loadirig rnent(Ft-Lbs) 15574 15574 18558 Passed(84%) MID Span 1 under Snow loading ve Load Deit(in) 0.337 0.381 Passed(U407) MID Span 1 under Snow loading Total Load Uell(in) 0511 0 511 Passed(U268) MID-Span 1 under Snow loading -Deflection Criteria-STANOARI)(I 1•1/360,TI 9 1240) -Bracing(Lui.All compression edges(top ane,bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and posibening of lateral bracing i;required to achieve member stability. 1lesign arsum on adequate continuous lateral support of the compression edge. ADDITIONAL NOTES; -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ) TJ warrants the sizing of Ys products by this software will Ce eccuinhli,,hpd in accordance with TJ product design criteria and code accepted design values. 'The speLihc product application,input design bads, and stated dirriersiens have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all pioour;N sie readily available. Check with your supplier or TJ technical representative for producl availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBST17UTION VOIIIS THIS ANALYSIS. -Atlowabte Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders Michael Pardi (01 91:MASKEL ROAD Design Works of New Enptand SOUL H WINDg0R,C-r P.O.Box 251 88 North Main Street Windsor Locks,CT 06096 Phone (860)627-7895 rJX (860)627-7895 DesignwksQsnet.net µ , CD C. -------- --:. �,a9�z-- - - - --- - ` ------------------ "1=�r4"x�=112"', - ------- ----- ----- - -- --------- �•N� Y • ' , -- -____ --____..__-__ 1'..-..- __ --__.-_..-...._-.-__•= L.N.-_ -_---------------- -------------- ---- ; --- - - -- - - MICROLLAM LVL.. �;, I111 141-61' GONC. WALL � v EE,4M PC CKE _-- N 1. I 0 N kill > 20"X 0' DEEP . CONT.COPIC. Pl'G. 1. 111. 1;; — n l 1 till 3 00 n" 0 N 1 511 . \-/ lilt • 1 � � Illllilt U 1 '•� , IIII BEAM ° � n„ i■. N •- loo p 7 BEAMUl_--- t�-POCKET .--- --- (3)-1-314"x1 1-7 AB ----------- == _==_=_____________ ----- 1.9E MICROLLAM LVL _� III ti t I IN. 3 1120 DIA.STEEL LALLY It: - �'� i',�1 O 1-6 a COLON 24"x[4"x 12" _+, - 1 —1 f till -J t--I IMP co 3 112"CONC SLAB 40 W t... ,� cn41 i t 0 nn 1 d nu Nu � _ --; tell =141.3F 3JT 1k—J ------- ------ -------- ------ _. 0 )-1-3I4"x9-112" '1.9E ----- ---_-------------------- --- - i ill7 _ ----------------------------------- MICROLLAM LVL ; a l ( 10" CONT. t ! 11)"CONT. CONC r—• ! OCNC.WALL AUG-21-07 09 : 17 AM DESIGN WORKS 860 627 7895 P. , Beam D(beam at front wall under foyer) �t1F�YI+xnwn1Y11Mr 1 3/4" x 9112" 1.9E Mlerollam® LVL 5i-invF f.7h'.�Oir�hxntier 7005105�14 .42"-" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED nl 'i 6• ••-10'10"--• � ProdkNt Dia911anl is ConcelltUdl- LOADS: Analysis is for a Drop Beam Member. 1 nbutaq Load Width: 5'1 V' primary Load(iraup Residential Living Arras(psfy 400 Live at 100°N.duralium 100 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 FOCF.e1 in n3sor,ry wall 3.50" 1.50" 1264/34110/1605 L4 None 2 Pecket in r•iascrry wan 3 1%" 1.50" 12641341 /011505 L4 None -TJ SPECI:IER'S/BUILDERS GUIDE Mr detail(s):L4 DESIGN CONTROLS: Maximum Design Control Control Location Shear this) 1555 -1264 3159 Passed(410;b) Rt.end Span 1 under Floor loading Moment(Ft-LCs) 4083 401553 5887 Passed(69%) MID Span 1 under Floor loading '`re Load Dell(in) 0 292 0.350 Passed(1.1431) MID Span 1 under Floor loading ,tal Load Oerl(in; 0.371 O.b25 Passed(U340) MID Span 1 under Floor loading -Dpfjecl:on Cnieria.STANDARD(I L.L/360,TL-U240) -Bracrng(Lu):A I c:ornpression edges(top and bottom)must be braced at 8'g"o/c unless detailed otherwise Proper altachment and p"sdrcr-irng of Iair:ral bracing 1;required to achieve mQmber stability ADDITIONAL NOTES: -IMPOR 1 ANT! The analysis presented is output from software developed by Trt s Joist(TJ). TJ warrants the sizing of its products by this sof•ware will be acromplished in ar:oordance with 1J product design criteria and code accepted design values. The specrfir,product applrration,input design loads, end stated dimensions have been pruvided by the software user. Tliis output has not been reviewed by a LI Associate -Nut all products are readily available Check with your supplier or TJ technical representative for product ava,iAbil+ty. THIS ANALYSIS FORTH Uri JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable slivss Design methoduluyy was used for Budding Code UBC analyzing the TJ Distribution produrl IilteI above PROJECT INFORMATION: OPERATOR INFORMATION: Hoanp-Li t.et oil Michael Pardi Design Works of New Englar+d P.O.Bo:251 88 North Main Strcct Windsor Locks,C I 0617:5J6 Phone (860)621-7895 Fax (860)627 7H95 Designwks gsnet.net 1,. I.oP lien" •'� I. .•1 AUG-21-07 09 : 16 AM DESIGN WORKS 860 627 7895 P. 04 er~ow Besrn C(beam Q burnpout on back wall) 1 3/4" x 9 1/2 1.9E Microllam® LVL `' 1°' Ir'AAkL" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I� Product Di.uham is f_crrlccptual. LOADS: Analysis is fora I)rop Duam Member Tributary Load Width:6'10" Primary load Croup-Residential Living Areas(psf).40 0 Live at 100°b duration,10.0 Dead SUPPORTS: Input Beanng Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pcckel ui masonry wall 3.50" 1.50" 140113741011775 L4 None 2 Poc<el in masonry wall 3.60" 1.501• 1401 /374 1011775 L4 Nvne -See TJ SPECI=lER'S/BUILDERS GUIDE for detail(s) L4 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbsi 1717 -1399 3159 Passed(44%) Rt.end Span 1 under Floor Icading Moment(Ft•Lcs) 4256 4256 5887 Passed(72%) MID'Span 1 under Floor loading e Load Dctl(in) 0.275 0.331 Passed(U433) MID Span 1 udder Floor loading total Load Dvil(in. 0.348 0.496 Passed(U:642) MID ipan 1 under Floor loading -Deflecticn Criteria STANDARD(LL-1/360,TL.U240). -Biacing(Lu):A I con,prdssion edges(top and bottom)must be braced at 8'3"o/c unless detailed otherwise Proper attachment and pond cv.ing of lateral bracing i;iequlfed to achievo mambar stability. ADDITIONAL NOTES: IMPOR T AN1! Tho analysis presenlvd is output from software developed by Trus Joist(TJ). TJ warrants The sizing of its products by this set wars.will b o a:compl,shi---d in accordance with TJ product design criteria and code accepted design values. The specific_product application.in.-nit cosi]n loads. arse stated diryiensions have been provided by the software user. This output has not been reviewed by a TJ As!tocialo. -Nct all products are readily available. Check with your supplier or TJ technical representative for product availability. -r r.lS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSI I1 U•fION VOIDS THIS ANALYSIS -Allowable 8t,e,s Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Ncang-Li tot Al Michael Pardi Design Works of NQw England P.O.Box 251 86 North Main Street ' Windsor Locks,CT O5C96 Phone (860)G27-7895 Fax (660)Bo7_1A05 Desipnwks cLD• snet nPt •AUG-21-07 09 : 16 AM DESIGN WORKS 360 627 7395 P. 08 Beam 8(main beam from left to right ending @ the stairwall) • � lam® LVL 3 Pcs of 1 314" x 11 718 1.9E Micro THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Duel all_Dimension:7i'tit" EL PrOtlli<t Dialjl dirt is 1:oneepttlal. LOADS: Analysts is for a Drop©cam Member. Tributary Load Width:12'B" Primary I aural Group-Residential-Living Areas(psf)•40 0 Live at 100 duration, 10.0 Dead VerUt:x,LczJs Type class Live Dead Location Application Comment Li6forni,p•1) f'loor11.00) 400 100 0 To 22'10" Adds 1 o SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 ro:kef III nwsnnry wall 3 50" 1 52' 4901 /1068/0/5959 1A None 2 Steel col-1)" 3.50" 4 60' 14290/3815/0/1 SIM 1.5 None 'I Steel c.olmno 3 60" 1,70" 6407/12J4 10/6701 1.5 None See'Ll SPECIFIER'S r BUILDERS GUIDE for detail(s).L4,L5 nnenrg length requirement exceeds Input w support(s)2.Supplemental hardware is required to satisfy bearing req,ntemenls. __SIGN CONTROLS; Maximum Design Control Control Location Sheaf(lbs) !F372 7914 11845 Passed(67%) Lt and Span 2 under floor loading Moment(Ft Lhs) -20525 -20525 25772 Passed(77%) Bearing 2 under Fluor loading Live Lead Dof fin) 0.251 0.397 Passed(U566) MID Span 2 under FloorALTF-HNATE span load-ng Total Lcad f)afl(in) 0.299 0.596 Passed(U478) MID Span 2 under Floor ALTERNAI f span loading Uefleclion Cntt�(ta :iTANDARD(LL•U3G0,TL:U240). Bractnoft-L):All compression edges(top and bottom)must be braced at 13'6"o/c unless detailed othorwise Trotter attachment and Fosi:�entrt3 V Lateral orac.ng s requited to achieve member stability. -The load rontltt-ons considi-,ed in this design analysis include alternate mcmber pattern loading. ADDITIONAL NOTES: -IMPORTANT' 1 he analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the stzmg I)(Its products by this sottware will to accotnp isl red in ac ordance with TJ product design criteria and code accepted design values. Thp specrtic product application,it pul des gn loads, and stated dtmensH)ns have been provrdpd by the software user. This output has not been reviewed by a TJ Associate -Not all products are readity available Check with you[,supplier or TJ technical representative for prncii;ct availabi III y -THIS ANALYSIS F0k TRUS JOIST PRODUC I S UNLY! PRODUCT SUBSTITUTION VOIDS THIS ANALY SIG. -Allowable Stress.Design mtrthodology was a%ed for Building Code LIBC analyzing the TJ Distribution product listed above -Note See 1J Sf ECIFIER'S/BUIi t)ER'S GUIDES for multiple ply connection PROJECT INFORMATION: OPERATOR INFORMATION: Hoang Li Lot a 1: Michael Pardi Design Works of New England P.O.Box 251 88 North Main Sliver Windsor Lccks,CT 06096 Phone (860)627 7895 Fax (880)G214895 Designwks@snet net `AOd—`21-07 09 : 15 AM DESIGN WORKS SGO 627 7595 P. ©2 *� K beam A(front to back to the right of the stairwell) 10 625%eiwltii"iwr 7 �"' 3 Pese; of 1 3/4" x 9 1/2" 1.9E MicrollamS LVL "'"`Pr''r 49°1.1 Nu1c t THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Cny n�'Jr.r.:or.F:"i 11 CONTROLS FOR THE APPLICATION AND LOADS LISTED Ovet.ell Dit»ensiort:2S' Ifs-• 1� y b__.. 7-�• ._� 1 7•4" _ a _.Ip-S.- Pioffoct Diagram is concrptual. LOADS: Analysis is far a Drop Beam Member. Tributary Load Width*7'3" Primary Lcod group-Residential-Living Areas(psf):40 0 Live at too%duratiorl, 10.0 Dead Vcn;cal toads Type Class; Live Dead Location Application Comment Uniforrnip5fl Fioor(1 00" 300 100 0 To 25' 10" Adds 10 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Livc/Desd►UptiTttTotal 1 PocKcl in rn4scaliy wall 3.50" 1501, 1895/535/0 124220 L4 None 2 Steel Laiurn-r 3 50•' 1 50" 45e9/1156 10/5745 L5 None 3 Steel r.;ilur r.. 3501, 1.90" 57791 169G 10/7475 L5 None 4 Poc;ei.in rn�surtry wall 3.50" 1.50" 2300/71510 13105 14 None "-o TJ St't-Clf IER'S/BUILr)FRS GUIDE tot delail(s):L4,L5 vcSIGN CONTROLS: Maximum Design Control Control Location Shear(;bs: 4200 357t:, 9476 Passed(38%) Lt end Span 3 under Floor ADJAC.FNT span Ioarjing Mornnnl trt-Lts) -7123 •7133 1/662 Passed(40%) Bearing 3 under Floor ADJACENT span loading Live Load 0e1(in) 0.145 0 353 Passed(LJ869) MID Span 3 under Floor ALTERNATE span leading Tcdal Loaa Deg tin) 0.186 0.529 Passed(L/684) MID Span 3 under Floor ALTERNATE::pan loading DeflectionCrcena SIANDARD(LI-1/360.TI 1-1240). -Bracing(Lu).All compression edges(top and bottom)must be braced at 26 10"D/c unless detailed otherwise Proper attachment and pot dtonurq 3f alvial bracing is required io achieve member stability. •Thr toad c and tions considarcd in this design analysis include alternate and adj:,cent mernber pattisnl loading ADDITIONAL NOTES! •11VIP0RTANT' I he analysis prezented is output from software developed by Trus Joist(TJ). TJ warranis the sizing of its products by shie no(iwaro will be accomp4shed in accordance with TJ product design criteria and code accepted design values. The specific product application,ir�ut tl:sign loads. and statrd di r'onsions have been provided by the software user. This output ha.not been reviewed by a TJ Associate. -Nut all products are readily available Check with your supplier or TJ technical representative for product avadulv6ty. THIS ANALYSIS FOR I kUS JOIST PRODUCTS t.1NI.Y! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress•Oesrgn methodology was used for Building Code UHC analyzing the TJ Distribution produt:l listed above Note See TJ SPECIFIER'S/BUILDER'S GUIDES for mulliple ply connection PROJECT INFORMATION: OPERATOR INFORMATION! Hoang•Li I•ot 012 Michael Paidi Design Works of Now England P.O.Box 251 88 Noith Main Street Windsor Locks.CT 05006 Phone (860)627 7895 Few (860)627 7895 DesignwkstP5net net ..,r .,.r•. •i •e'�.i'.,....._n: M. r:.\,�..lr .�r.�r•:lu. r.-Y..rtaa�.rrr,n�". .. . ., rr .. SITE COMPLIANCE CHECKLIST r, TOWN OF SOUTH WINDSOR,CONNECTICUT * ** BUILDING PERMIT***** ADDRESS �C0TfINrT*_j;t_Revjewed by_a (Engineering) CONTACT/DEV Date Reviewed ?& r /Denied PH# Reviewed by (Plannin �- 9) Date Submitted Date Reviewed �d �� prov /Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall Include: Approved � Denied N/A 1. Name,address&phone number of V owner/applicant 2. Name,address&phone number of plan preparer f 3. Zoning Information—i.e.zone,open space, floodway,street address 4. Plot Plan at 1'=40'scale a. subdivision reference,abutting properties,etc. —� b. Easements of record —� C. Lot descn b bearings,building lines, distances,area,etc. d. Contours,existing&proposed,I Or 2ft.Interval where appropriate e. Building location with dimensions.Elevations of / Proposed finish floor,garage floor&centerline / of road at driveway f. Qevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electriq, / septic system,etc. i� h. Tide block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) 5. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands; considerations(Plans on file w/Tovm Clerk) COMMENTS: s/engineering/molloy/building compliance checklist v' f TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS PERMIT NO: `t lo-q6- DATE The undersigned, being a duly authorized representative of, do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above, are true and accurate. This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31, (a)thru(e), (see attached). understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. I hereby certify that the actual cost of the work performed under this permit is: $ I �4 DUD Signature of Permit Holder Name(Please Print) Date: State of Connecticut] ] ss South Windsor Date: County of Hartford] Personally appeared , as aforesaid, Signer and sealer of the foregoing instrument and acknowledged the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on I J t I` BUILDINGS AND BUILDING REGULATIONS §14-31 ARTICLE I. IN GENERAL cable utility shall be submitted to the building official prior to the issuance of the demolition Secs. 14-1-14-30. Reserved. permit. (h) Signs. The permit fee for signs shall be ARTICLE H. BUILDING CODE $15.00 per thousand, or fraction thereof, of the estimated cost of the sign and its installation. Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees. Where an engi- (a) Generally. The building permit and trade neering inspection is necessary to establish com- ermit fees shall be $15.00 fiance with an approved site/ lot plan for the P per thousand or P PP P fraction thereof, of the cost of the construction. issuance of a certificate of occupancy according to the zoning and subdivision regulations,an inspec- (b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the occupancy fee shall be $10.00. request for a site inspection is made. (c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord. No. fees shall be based upon the cost of construction 127,11-9-90;Ord.No.139,§§10-201,10-203-10- and the materials to be supplied in conjunction 205,10-10-96;Ord.No.156,§10-201,7-6-99;Ord. with the project described in the permit. The No. 165,§§ 10-200-10-205,3-4-02;Ord.No. 166, owner or contractor shall supply the building 6-17-02) official with an estimate of the total job covered under the permit. All trade permits shall have individual costs and fees. (d) Accepted value. The cost of materials and i labor of a project accepted by the building official shall, in no case, be less than the guidelines offered for Connecticut in the latest building valuation data report published by BOCA[Build- ing Officials Conference of America] Interna- tional. (e) Affidavit. An affidavit under oath under penalties of false statement of actual final cost for all new structures and major additions shall be signed by the owner, agent or contractor for the project prior to the issuance of a certificate of occupancy; and the fee shall then be appropri- ately adjusted. Affidavits for other construction permit costs may be required by the building official. W Moving of buildings. The permit fee for moving a building shall be $15.00 per thousand, or fraction thereof, of the estimated cost of the move.Any additional costs,such as traffic control or newspaper advertising, shall be paid by the applicant in addition to the permit fee. ( ) Demolition. The permit g p t fee for the demoli- tion of buildings shall be$15.00 per thousand,or fraction thereof, of the estimate d cost of the demolition. Letters of disconnect from any appli- Su .No. 1 pP CD14:3 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# no 644-2511 ext. 230 Datd Building Inspector Application must be printed or typed FEE SCHEDULE tion of Job: 19� f2ke i 2 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 144TJt/CL 4 e, le APPLICANT ADDRESS D e �``B r APPLICANT PHONE# �✓C O Z� �� —�R �C 044 N S Fq OWNER Mqd na r, Lne9. OWNER ADDRESS h4x7a-e—r 0 a OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? KYes _No FEE ENCLOSED$ 15 O�� TYPE OF JOB: OR C --�ew Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: 0HEATING &RESIDENTIAL RXA/C O COMMERCIAL ❑VENTILATION 0 INDUSTRIAL HEATING I] STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC .b-,VARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE O OF INSIDE 75^ OF DIFFERENCE 7' OF TOTAL HEAT LOSS(BTUH)�0760OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) ham`/L 649�Y1��/e c� GROSS HEATING CAPACITY(INPUT—BTUH) 4,00 NET RATING(OUTPUT—BTUH) 105 TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY SAS—INPUT/o O LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE 7 D OF DIFFERENCE Z S °F TOTAL HEAT GAIN(BTUH) f Z (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLIN EQUIPMEN (INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) 1 61 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. S C- / CONTRACTORS LICENSE NO. TYPE — STATE SIGNATURE OF APPLICANT DATE 7 I Lot #12 Maskel Rd. HVAC Load Calculations for Mannarino Bids. Chapel Rd South Windsor Eke URM 14 RHVACR68IDENTTAL HVAC LOADS Prepared By: Stephen Smith Advanced Htg. &AC Inc. Friday, October 12, 2007 I Rhva R ntial&Light Commercial HVAC Loads Ellie Software Development,Inc. Advanced Htg&A/C Lot#12 Maskel Rd. South Windsor,CT 06074 Page 38 vstem 1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CF41 ---Zone 1--- 1 Family 450 16,120 209 3-6 471 6,100 1,404 277 1.35 375 277 2 Kitchen 161 1,635 21 14 272 521 92 24 1.00 24 24 3 Dining/Living 360 10,482 136 2-5 638 3,824 864 174 1.00 174 174 4 Foyer/lav 340 4,793 62 1-5 472 1,415 336 64 1.00 64 64 5 Office 132 3,850 50 1-4 640 1,227 305 56 1.00 56 56 6 Laundry 96 2,895 38 1-4 467 895 214 41 1.00 41 41 Zone 1 subtotal 1,539 39,775 517 13,982 3,215 636 733 636 ---Zone 2--- 7 Master Suite 646 8,337 108 2-6 512 4,423 559 201 1.00 201 201 8 Upper Foyer 144 3,799 49 1-5 463 1,389 366 63 1.00 63 63 9 Walk In Closet 132 2,976 39 1-4 444 851 0 39 1.00 39 39 10 Bed 1 252 3,283 43 1-5 483 1,449 254 66 1.20 79 66 11 Lav 144 1,130 15 1-4 305 585 61 27 1.00 27 27 12 Bed 2 216 4,216 55 1-5 602 1,804 305 82 1.18 97 82 13 Bed 3 216 4,216 55 1-5 562 1,684 305 77 1.00 77 77 Zone 2 subtotal 1,750 27,957 363 12,185 1,850 554 582 554 ---Zone 3--- 14 Bonus Room 720 13,028 169 3-6 469 6,068 570 276 1.00 276 276 Zone 3 subtotal 720 13,028 169 6,068 570 276 276 276 System 1 total 4,009 80,760 1,050 32,235 5,635 1,466 1,591 1,466 System 1 Main Trunk Size: 16x17 in. Velocity: 830 ft./min Loss per 100 ft.-. 0.073 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.16 85%/ 15% 32,235 5,635 37,870 Recommended: 3.58 75% /25% 32,235 10,745 42,980 Equipment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Documents and Settings\Steve Smith\Desktop\Completed Projects\Ray Halle.rhv Friday, October 12, 2007, 8:26 AM DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 7--2 6 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE to,.s. us-Q 644-2511 ext. 230 Bldg.Permit# �C -- Date Building In Application must be printed or typed FEE SCHEDULE Location of Job: F;� -k$0-$1,000=$15.00 Street Lot No. Over$1,000$15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT 7-`7-/l Z72 1,r C APPLICANT ADDRESS _5—7 0 rb S7-EA, S T SouT& CT dd'd7V APPLICANT PHONE# 6 qy- 3 e, 7 OWN S Fq OWNER Uz/G/J EM.I G — h OWNER ADDRESS L/O O C 2&i98e-1 .1 0,4A t/r✓/T 2 3 60 74 Q � � OWNER PHONE ESTIMATED COST$ S"if0 U w IS THIS A CONTRACT COST? V/Ye3 _No FEE ENCLOSED$ O TYPE OF/JOB: t �SOR CO� v New Installation _Alteration/Addition/Repair l 61 Revised 4/01//2002 ok APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? OYES ❑NO RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY Ll ❑ME EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE o20 O SIZE OF MAIN CONDUCTORS LA NUMBER OF METERS f NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES WN—O NUMBER OF LIGHT CIRCUITS Z NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES $� NUMBER OF OUTLETS NUMBER OF LIGHT FDCTURES 0 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS /— SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Gv//� /rr/ �`z�✓ �Si.y G Cc�" �i4�lG y /740.+,-L c— c�s � THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /0 -2 -7/? E - I C % CONTRACTORS LICENSE NO. J� TYPE STATE SIGNATURE OF APPLICANT TJ' &w%e-ZJ I,/�Jgr� DATE Q 15- O 7 Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 6 Date• /��/o - HVAC # Sprinkler# -- --- ' - -- Estimated Cost $ FINAL APPROVALS _ _ Building - COMPLETE-RED���EAS - Permit Fee Engineering � Occupancy Fee $ Affidavit , Eng. Insp. Fee $ Appr. for C SIGN ON REVERSESIDE Total Fee. )a$ TO THE BUI DING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant �o o , �t -.ZA L Location of Work«i( m4agi- W. Lot No.- Applicant's Address U AT -3--I= Tel.# go- of n-7o Ss Town S- W )v 134,2� C° % Zip D C*7 9c Lic.# I O al 9' Owner S tP, /is $Vx--C_ Architect Owner's Address Architect's Address Zip —Zip--- Sq. Ft, New Area: 1 st FI. / 30P 2nd FI. /(o0 0 3rd Fl. Total New Area oz 5 du S�F. Purpose of this permit 2¢,y G City Wate Well❑ Septic System❑ Sewer Ins: HO SP Cert. Area Basement Garage Approved b Date - Use Group�onstruction Type J Revised 6/02 I(Q) 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 c this building and it usejs allowed. `i Signed /ol� I hereby apply for a Certificate of O� an�cy o t\he� cin th' app ation for the permit. Signed (/1/� DO NOT WRITE BELOW THIS LINE ` INSPECTION COMMENTS 5/21/2021 .`O w N s f,q Town of South Windsor Building Department OR-Co`�,w Plumbing Permit: PLMB-21-72 APPLICANT NAME: Paul Filip EMAIL ADDRESS: paul@advancedforcomfort.com ADDRESS: 701 Suite3 Nutmeg Road South South Windsor, CT 06074 LOCATION ADDRESS: 192 MASKEL RD South Windsor CT 6074 OWNER: HOANG VU H & 192 MASKEL RD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Remove(1)existing 75 gallon natural gas power vented water heater and install (1)Navien md#NPE-240S tankless on demand water heater in it's place. Lei% QC April 13, 2021 BUILDING OFFICIAL DATE SIGNED "'ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— *PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 NO TES - 1. AREA OF LOT 12 = 29,692 SQ.FT. = 0.682 ACRES. 2. ZONE OF SUBJECT PARCEL IS "A-20" AND "A-30". i Keane SHALL CONE au 70 "e- 0" ZONE P�� MINIMUM YARD REQUIREMENTS.- � cool FRONT = 40 FEET PO��R SIDE = 10 FEET REAR = 40 FEET P�Q J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - "KILKENNY HE�` ROAD G�1 SOUTV W/NDSOR,HCONNEC77CUT/OSHEET 3PLANP AND ASHEET04 DATE:RDECEMBERERS 20, 2006 SCALE.- I IN.= O�N�G�Gv 09 40 FT 71CU7"ON DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WIINDSOR, 1A G 34.2 4. APPLICANT MAP PREPARED BY MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. 333.7 `� % ROBERT MANNARINO 200 PIGEON HILL ROAD �j� 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 TEL. , (860) ,9CONNEC77CUT 06074 WLNDSOR, CONNEC77CUT 06095 28 # (860) 688-7288 AQ R/'t 5. ELEVA77ONS ARE BASED ON NGVD29. +323.1 6. NO ZONING V70LA710NS W77H RESPECT TO LOCA77ON OF EXIS77NG FOUNDA7TON, AS SHOWN. z ca 7. EXIS77NG HOUSEGARAGE FLOOR ELEVA77ON J1O.J1 - FINISHED FLOOR ELEVA77ON = 313.08 ' } BASEMENT FLOOR ELEVA77ON = 303.58 (WALKOUT) 326.6 ' 318.8 8. LEGEND - ' + -7 2 q / '--�310 --' EXIS77NG CONTOUR x 310.0 EXIS77NG SPOT GRADE Wr WATER SERVICE 320.6 oy FD F0077NG DRAIN LINE N g; 312 il, S 670 SANITARY SEWER LATERAL - ---- G GAS SERVICE'- 3+1 \'\ ;+313.9-" - - T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES cv / +3 ll, -- -- GAS GATE 320.4 '' - \ _-'J - WV WATER GATE - -- ---- 315.9 - + 296 GM o GAS METER - +313.1 - /308.7 +313.0_1 -" EM o ELEC7RlC METER 3141 310.5+r`- 313.0 I 310.4 ' 314.7 ' + ' + , 305.4 r� r J5E t �+307.9 XIStING HO t 30.4 E EXISTING HOUSE 339.9 20.0 + 302.39 5 pNp 4 I +309.7 309.64 309.85 o DE6?, GM 1?' 01-0 pR1� 310.0 32.3 2 g 15.4 EM 2'x6' CHIMNEY 1 ' ; 38.6 BASEMENT DOOR 38.1' 71NG HOUSE N AT GRADE 1 308.4 309.81310,29 ti EXI$12-4_p3 4-+ is I 1309.28 a Fp Fl 02• in 301.74 i SAN H-- 303.115.0' so2.5 AIN 310.28 22 12.1'.0' '15.o DR - HT TO i 1 309.16 310.2 \ 306+- -- 308.40 3 �; 310.2 q �o .-'" 10' WIDE C.L.& P. CO. EASEMENT, W 370.5 E 10' WIDE YANKEE GAS SERVICES CO. EASEMENT 1 306,3 n 4' BRICK PAVER WALK \' + �' -'OS AND STREET TREE EASEMENT oo. O9 C 1 9, 0 4.6'x12.1' STOOP. J /yam j�1 10? 306.66 W/OVERHANG \\ ; ��' 29g�3 ' +307.2 --' 4 W1DE 300.2 W CONCRETE WALK YO #1 (PRIVATE) 'iOA \^ 3p0'4 298.75 TF=304.64 01.35 306.06 05.25 302. 3 300.4 2� ,12828.2 304.52 MH#2 YD #11 (PRIVATE) uA 305.02 304.26 CB #5 /" / TF=301.2 TF= 298.5 a 303.50 TF=301.56 FD FL= 295.17 SAN. SEWER MASKEL ROAD - ------ -------------- - 3�- - -� ------ N 2T00'28" E C�#so1.2 El 41.15 -�- R=275.00' 8"0 WATER MAIN _ L=85.77' -�� D=1752'14" THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT , RECEIVED STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE SANITARY SEWER LATFRAL STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION FL= 292.0f OF LAND SURVEYORS, INC.. IT IS A LIMI7ED PROPERTY/BOUNDARY SURVEY '` OCT 2 2 LUUd BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. ;; a «'<. "{ n�tj SOUTH WINDSOR 76'- 670 @ 14.67. f Wit. ENGINEERING DEPT. GRAPHIC SCALE 444�'F� NN.,��� 444��F/C:0111/�%��•.�� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 44'�t 0 ,Ci�j�s 4Q�(G •,,•••AIF C .�•i�. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. °y�P�'��M A`F ""`� __ °g�P_���M ��"' '�=_ MANNARINO BUILDERS INC. �o: 10 :v ' ( IN FEET ) , 1 �� �� ��*; L.S. NO. 9344 � *' '*• IMPROVEMENT LOCATION SURVEY No`9 44 ;��i " N 344 4�� C IVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 10-15-08 ADD177ONAL AS-BUILT INFORMA77ON A . DSOR,coNNecTK:UT APPROXIMATE AND ALL UTILITIES MAY NOT BE ''ono 4-iCE"E•• .a�•0� '�..Yq E.N.S�''y°0` KILKENNY HEIGHTS ��-i;.S/ONAL ENS 444' •������„���,1 4444 • WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-5-07 ADDED AS-BUILT HOUSE, UTILITIES AND GRADES �.. ���� LOT 12 - SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 192 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 4o FT. DATE: JULY 12, 2007 D:M07072PP-12 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE NO TES - 1. AREA OF LOT 12 = 29,692 SQ.FT. = 0.682 ACRES 2. ZONE OF SUBJECT PARCEL IS A-20" AND A-30". YARDS SHALL P P�� MINIMUM YARD REQUIREMENTS.M TO -20" ZONE. • GOB' FRONT = 40 FEET ' SIDE = 10 FEET PAR REAR = 40 FEET AP J. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED - r' YA;, KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD L SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE} DECEMBER 20, 2006 SCALE. 1 IN.= + E 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIWL ENGINEERS W INDSOR, ,n1EG j �00 CONNEC77CU7� CON,, 02� 29 IF,- •, s gk '' 4. APPLICANT• MAP PREPARED BY 1 MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. % ROBERT MANNARINO 200 PIGEON HILL ROAD ` 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484 SOU774 W/NDSOR CONNEC77CUT 06074 W7NDSOR CONNEC77CUT 06095 TEL. # (860) 289-7055 7EL. # (860) 688-7288 5. ELEVATIONS ARE BASED ON NGVD29. 6. NO ZONING VIOLA770NS RIT14 RFSPFCT TO l Or A77ON OF 14nll_CE /F FPFr.7En As SHOWN• \' m Z CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXIS77NG UTILITIES PRIOR TO ESTABLISHING FINAL 0 N GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. MIRAFI FABRIC vi \ l 7 SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF 77ME.\ / 8. DURING CONSTRUCTION, MIRAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. • 3 , rNj io 9. LEGEND - } h q EXISTING CONTOUR x 310.0 EXISTING SPOT GRADE PROPOSED CONTOUR 310.0 PROPOSED SPOT GRADE GRADE TO DRAIN �12 SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE W PROPOSED WATER SERVICE 3p2 FD-- PROPOSED 670 FOOTING DRAIN LINE i� CV (:NECK VALVE IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE 318 G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET .to o �� ;% T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET CONSTRUCTION ENTRANCE PAD- NOT TO SCALE - - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND �1N MASKEL ROAD SHALL REMAIN IN PLACE UNTIL DISTURBED AREA IS STABILIZED ODSE 'PROPOSED N F25 10. PROPOSED HOUSE - NR 0 0� PROPOSED GARAGE FLOOR = 310.0 o oho ?_ PROPOSED TOP OF FOUNnA770N/ _ _;11.0 PROPOSED HOUSE ;3�6 302.5 \`\ o 0vc 0 _co 0 o PROPOSED FINISHED FLOOR = 312.0 1 ., o�o0o N APPROX4aATE BASEMENT FLOOR = 303.3 (WALKOUT) w � 12� o o 0 00`�0 0o`U fi o � o/�c�vo TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. 38.8' 302 0 °0 0 0 0 USE GARAGE FLOOR ELEVATION TO SET GRADE OF 774E HOUSE. ADJUST OTHER FLOOR ELEVATIONS o PROPOSED HOUSE 300 0 0 0 0 0 BASED ON THE ARCH17EC77JRAL PLANS. FD FL= 30300. SAN FL- g4.� TO DRAIN 29$ o o 0 0 00 11. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL PLAN REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL RIG �A MINIMUM ZONN. BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER 1C4I \ 305.0 APR\vA�1 w' v"` DOCUMENTS BY ALL OF THE PERMIT77NG AUTHORITIES. U /� \ # 5 FlLTER FABRIC 40''C \ r c V'�ss"'Zg5.1� WIDTH= 10' MIN. 3Dg \ fo F� � ID 4' WDE -314 ` O .0 CONCRETE WALK NOTES: SECTION SEEDING SCHEDULE - N �O 5 1. THE PJRPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE 305.0 299 ,�W THE TT.ACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH - 1A WIDE C.L.& P. CO. 2. BEfOFE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA A THE 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. #1 (PRI ATE) 305.8 304.5 \ � EASEMENT AND ENTRA+ICE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER WITH fF=304.5 STREET TREE EASEMENT UNDESRABLE MATERIAL PERMANENT VEGETATIVE COVER: _ 111A ��� ���g$ 3 SHOULD MAINTAINED EVEII TRACKING OR FLOWINGOFSEDIMENT ONTO EXISTING PAVEMENT. SEEDING DATES: ORRATIL I OTHER TO U M CTOBER 15 TIMES_, WEATHER AN MH#2 THIS VLL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 0 o CB #5� p� i TF=301.1 ADDIT MAL LENGTH AS CONDITIONS REQUIRE. LAWN AREAS:SAN. SEWER TF=301.2 USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: 303.6 i� KENTUCKY BLUEGRASS 45% MASKEL ROAD -- -_-_ /a -_-- -f¢ - CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% N 27�028" CB #4 APPLY 1-3 LBS./1000 S.F. TF=301.2 41.15 - R=275.00' 7' TEMPORARY VEGETATIVE COVER: 8"4 WA R MAIN - L=85.7 SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 _ _ - � D=1732'14" OR AT OTHER TIMES, WEATHER PERMITTING 0 298 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN THIS SURREY AND MAP HA3 BEEN PREPARED /N ACCORDANCE WITH SEC77ONS ENGINEER - 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNECTICUT ANNUAL RYEGRASS 100% STATE AGENCIES- "MINIMUII STANDARDS FOR SURVEYS AND MAPS /N THE APPLY 1 LB./1000 S.F. INSTALL CONSTRUCTION ENTRANCE PAD SANITARY SEWER LA7ERRAL STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOC/AT70N PRIOR TO ANY CONSTRUCTION SANITARY 292.0E OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY (A MINIMUM OF 20 FEET LONG) BASED ON A DEPENDENT AESURVEY CONFORMING TO HORIZONTAL ACCURACY SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE CLASS A-2 AND INTENDED .0 BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. 71'- 670 @ 12.57 (2.09 MINIMUM) - GRAPHIC SCALE a►er►err,'�N � ee•'t•rr�.'�p"NN�s���� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ao 0 40 ao eee�OF ,,,!I!C '�s eee��or ..ALF�j�•,s� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. g,� o�M aLFoP •�P. MANNARINO BUILDERS, INC. o ( IN FEET ) * � z* 3 A * L.S. No. 9344 IMPROVEMENT LOCATION SURVEY No. 9344V No. 9344 CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL UTILITIES MAY NOT BEo'-�!CENSE°,•� � t'-�ICENSE�� 0 WINDSOR,CONNECTICIJf ,,. , y ., 4 .. A •e K/LKENN Y HEIGHTS SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR �se:�/ONAL LOT 12��;O► �;►►•'• • WILSON M.ALFO D,JR.Y.E.&L.S. - SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 192 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JULY 12, 2007 D:M07072PP-12 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE RECEIVED �,UU 0 i [uui SOUTH WINDSOR RECEIVED ` ENGINEERING DEPT. AUG 0 7 2007 uT JJindsA t �(I INLAND ATIONNDSA ISSIO (� I�C[ U D CONSERVATIDN COAAMISSION N JUL 90 U0 South Windsor BUILDING DEPARTMENT CERTIFICATION OF ZONING COMPLIANCE Propocnd buil0ing(s), tice(c) c n:','^r structure(s) as E;,. on p,an alp to in -e �Y._:� current: 1.ri. 3r rec VG+-,-.rzes and sp--i;i .1 mG, -. Y• Date_ Zoning Enforcement Officer