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Home My WebLink AboutSFR Foundation Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext.382 Building Permit Permit Number: 82004-0356 Date: 25-Jun-04 Map/Lot: 097/034-000 Owner ID 114001 Job Location: $ PARK RQnn Unit Job Description: FOUNDATION ONLY Owner: Contractor: Habitat for Humanity Habitat for Humanity of SECt. 377 Broad Street 377 Broad Street New London Ct. 06320- New London CT 06320 Telephone: (860)442-7890 Lic/Reg Type/No. NHC 5761 Exp Date: 30-Sep-05 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R1 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $0.00 CO Fee: $0.00 Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 it is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑ Footing- Prior to pouring concrete ❑ Rough HVAC Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab -Prior to pouring concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service CRS #: 0 ❑ Final Inspection ❑ Rough plumbing and leak test ❑ Certificate of Occupany ❑ Gas piping and test Building Official's Signature: STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: Par k poa d In the town of /1/0/4 71-1,-;//` Name of building permit applicant: / .. Please check one: 1. X I am the owner of the above property. 2. I am the sole proprietor of a business. 2A. Name of business: 2B. Federal Employer Identification Number(FUN) OC /622 i /C gO Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must eitherrovide a certificate of workers' compensation insurance or sign the affidavit below. p Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of , 200_. (Notary Public/Commissioner of the Superior Court) Town of Montville Building Department 848-3030,Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET (/2. �' �. ��X 1 Property Address Job Description: 4,/_e c4) `1E}vL-c-C The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 Approved Not Permit ❑ Permit#: p Required Septic System Date Approved Not Permit ❑ Permit#: ❑ Required Private Well Date jWPCA DEPARTMENT i 848-3030,Ext 376 /9 )4,..:,,,, Approved Not Permit ,__y\ _,_. , _...- t `j/� h y ❑ Permit#: ❑ Required Municipal Sewer Date 1.6 Q 0 d' `° L..2_._ w1`N-"House Trap ❑ Outside ❑ Inside -TU Gv . Approved Not Permit `____, ❑ Permit# ❑ Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 -(Ci1 Approved Not Permit PtartkO /�, j4 -/rC pPermit#: 3(�, ❑ Required d ca Date PLANNING &ZONING DEPARTMENT 848-3030.Ext.379 /rAite, Approved Not Permit "� sid e)I c),F Permit#:,,,96// 1Y ❑ Required ning Date Approved 2 Not Permit 9 O 3 Permit#:, 0 4 C-(0 0 Required Inland-Wetlands Date t I1 Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (1 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 1120 SF $ - $ 82.85 $ - $ 92.792.00 Finished Basement SF $ - $ 24.73 $ - $ - Unfinished Basement 1120 SF $ - $ 8.72 $ - $ 9.766.40 Kitchen 1 EA $ - $ - $ - $ Plumbing Full Bath 1 EA $ - $ - $ - $ Half Bath EA $ - $ 2.691.15 $ - $ Garages Attached,1 car EA $ - $ 8.885 10 $ $ - Attached,2 car EA $ - $ 15.113.70 $ - $ _ Attached,3 car EA $ - $ 20.913.90 $ - $ - Detached,1 car EA $ - $ 11.657.10 $ - $ - Detached,2 car EA $ - $ 17.456.25 $ - $ - Detached,3 car EA $ - $ 23,256.45 $ - $ - Under, 1 car EA $ - $ 1.304.10 $ - $ _ Under,2 car EA $ - $ 1,757.70 $ - $ Fireplace&Chimney Prefab EA $ - $ 3.963.75 $ - $ _ Masonry,exterior EA $ - $ 3,963.75 $ - $ _ Masonry,interior EA $ - $ 3,701.25 $ - $ _ W/2 fireplaces EA $ - $ 6,746.25 $ - $ Breezeway/Decks Open 87 SF $ - $ 22.31 $ - $ 1,940.97 Enclosed SF $ - $ 94.76 $ - $ Porches Open SF $ - $ 62.69 $ - $ Enclosed SF $ - $ 123.90 $ - $ - Heating Adjustment 1120 SF $ - $ (2.76) $ - $ (3,091.20) Air Conditioning 1120 SF $ - $ 2.84 $ $ Electrical $ (5.16) $ - $ (5,779.20) Plumbing 1120 SF $ - $ (5.04) $ - $ (5.644.80) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 89,984.17 'Is air conditioning included(YIN)? $ - I PERMIT FEE Building $ 89,984 $ 538.00 Y Plumbing $ 5,645 $ 34.00 Y Mechanical $ 3,091 $ 22.00 Y Electrical $ 5,779 $ 34.00 Other CO Fee $ Plan Review $ 53.80 $ 10.00 ;R State Ed Fee $ 104.499 $ Q6 72 �'-p1 xi� c— -� Total Fees $ , 708.52) l 41 V& 0/ — t,s fii V > Based on 2003 RS Means Residential Cost Data 7 �` 5/27/2004 To. AUDREY CSID 973 5/28/2004 12:42 PM P 2/2 CERTIFICATE OF INSURANCE DATE(MM/DD/Y'2) 5/28'04 ,AODIICEIl THIS CERTTEICATE IS]SSDHD AS A MMTIER OTINFORMATION ONLY AND 800.824.9245 COMERS NO RIGHTS UPON THE CERTIFICATE HOLDER EMS CERTIFICATE Acordie Northeast DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED LYTHE 1300 Mt.Kemble Ave. POLICIES BELOW. P.O.Box 1919 COMPANIES AFFORDING COVERAGE ERAGE Morriston,NJ 07962.1919 COMPANY w A FEDERAL INSURANCE CO. INSURED COMPANY SOUTHEASTERN B CONNECTICUT HFH COMPANY 377 BROAD STREET COMPANY NEW LONDON,CT 06320 D :OVERAGES HIS IS TO CERTIFY THAT THE POLICIIS 01 INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CON HTION OF.ANY CON TRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIIICAT'E MAY11 ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, XCLUSIONS AND CONDITIONS 07 SUCH POLICIES.LIMITS SHOWN MAY HAVE BUN REDUCED BY PAID CLAIMS. RTYPE OI INSURANCE POLICY NUMBER POLICY EFT. POLICY E33. DATE;MM'DD/ MY IT, DATE(MDD;YLIMITS GENERAL LIABILITY GENERAL AGGREGATE 2000000 X COMM.GIMBAL LIABILITY 3578'707 4r01 04 4;'01'05 PROD-COMP/OP AGG. 2000000 CLAWS MADE O OCCUR PERS.&ADV.INJURY 1000000 OWNER'S&CONTRACT'S PROT EACH OCCURRENCE 1000000 X Hired/Non- EMI DAMAGE One Fin) inr•.luded Owned Lab MED IAN Ake eae perms, 0 AUTOMOBILE LIABILITY COMBINED SINGLE ANY ALTO _ LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per penes) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per aeddrid PROPERTY DAMAGE GARAGE LIAIIITIY AUTO ONLY-EA ACCIDENT ANY.AUTO OTHER THAN AUTO ONLY: — EACH ACCIDENT AGGREGATE EXCESS LIABILITY EACH OCCURRENCE RUNTERLLLA FORM AGGREGATE OTHER THAN UMBRELLA FOAM WORKERS COMPENSATION AND STATUTORYL[MITS EMPLOYERS'LIABILITY 71707066 4/01/04 4/01'05 EACH ACCIDENT 1000000 THE PROPRIETOR, OCT PAIlTNERS,EXECIIITVZ DISEASE-POLICY LIMIT 1000000 OFFICERS ARE: EXCL DISI ASE-EACH IMPL. 1000000 OTHER )LSCRIPTION 01 OPEIlATIONS/LOCATIONSn1HICLIS/SPECIAL ITEMS EVIDENCE OF COVERAGE ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BLPORE THE TOWN OF MONTVILLE EXPIRATION DATE THEREOF,THE ISSIIING COMPANY NUL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 310 NORWICH NEW LONDON TPK LEFT,BUT FAILURE TO MAR.SUCH NOTICE SHALL DOOR NO OBLIGATION OR UNCASVILLE,CT 06382 LIABILITY OF ANY KID UPON THE COMPANY,ITS AGENTS ORREPRESENTATIVES. AUTHORIZE PRESENTATIVE ACORD 2..S(3/93 ) 0. 7 STATE OF CONNECTICUT DEPARTMENT'OF CONSUMER POT c N NEW HOME CONSTAWMCWCONTRACTOR HABITAT F%MAT°OS CT INC : Z/ROOST v NE ( 0* *32O «§ ° � s a . ucIREGN \« �fv� &f y EXPIRES , / 57! y . \ :2x� o x } 09/30/2005 �� Utz I Arm/® ... '@GNE !Job (Truss Truss Type Oty Ply - I too russes 11! j ST675G5 i 628 FINKSheet 13 150 1 111/3/99 WOOD STRUCTURES INC., BIDDtEFORD,ME 4. • _s ep 1••• 71 ek n.ustnes, Inc. ed Nov 03 12:15:23 1999 Page 1 i -1-4-0. 7-4-4 14-0-0 20-7-12 28-0.0 i--4-- I_._- 1 . 4-0 I Scale a 1:61.2 1-4-0 7-4-4 6-7-12 6-7.12 7.4-4 1-4-0 • 4x4= 6.00 12 S i I 3r4-::-. 3x4 1x4\\ 4 6 144// • '7. 3f,447 • . r+ t ,• i '1 :. 1 --T: r\411.111 SIT o 12 11 13 14 10 • \ See Detail Below 3x4=3x4= 3x4- See Detail Below 9-6-9 18-3-7 26-0-0 I S-6-9 6.6.15 9-8-9 Plate Offsets iX.Yl: :2:i-0-S.0.0-0!.l2:0-2.3,edoel, 18:0-2.3,edoei. 18:1-0-5.0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lac) 1/defl PLATES GRIP T CLL 42.0 Plates Increase 1.15 TC 0.87 VertILL( -0.35 10-12 >941 M20 169/123 TCDL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.43 10-12 >777 3C'• C.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.10 B n/a BCDL 10.0 Code SOCA;ANSI95 (Matrix) 1st LC LL•Min lidefl = 240 Weight: 101 lb LUMBER. BRACING TOP CORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-B-15 on center purlin spacing. 80T CHC,RD 2 X 4 SPF 1650E 1.5E SOT CHARD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF-S Stud 'Except' 5-12 2 X 4 SPE No.2. 5-102X4SPF No.2 2 X 6 SPF 1650F 1.5E. Right: 2 X 6 SPF 1650E 1.5E REACTIONS(Ib!sixel 8=1855/0-3-8, 2=1855/0-3-8 FORCES!lb)-Fist Load Case Only TOP CHORD 1-2=57. 2.3=-3057, 3-4=•2665, 4.5=-2512. 5-6=-2512. 6.7=-26655, 7-8=-3057. 8-9=57 BOT CHORD 2.12=2589. 11-12=1755, 11-13=1755, 13-14=1755, 10.14=1755, 8-10=2589 WEBS 3.12=-618, 5.12=945, 5-10=945, 7-10=-618 ''h 3 NOTES 1)This truss has been checked for unbalanced loading conditions. STEPHEN W. CARLER 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on th'e bottom chord in all areas with a clearance greater th 3-6-0 between S); ottom chord and 1t ty _Ener rt,ss pass. co.. 41 -his :cuss r.as been designed with ANSIITPI 1-1995 criteria. r" �,4 LOAD CASES) Standard .....i.„ OF tv- , ti t1_ -M7 4E27 -ZE•312•;'_Or-2t.':3: s.,-(,5\\.,i...,.,,A:vv.:1::p.i.. es ; .k•c) •••••••,, ,,tk1IIETfPt,<,.�/ REGIS T EREED s,' n , 'Y:t l� N•• F, OF Vs",ir PfrO ESSIONAL ENGINEER ,r- it• % 1 r ,tt,,,,,,, • °PE SS1014. •:0 OJT - ,y ' Q t/l.vSt- FC S� ; - �:tib' �' . 1 fr•- _ .yam 7 .• _ T ; w \t ..N___L -- 12171't '..:;;;)0'."7,„-;_,/ ��S [t�` �c,�� tom^ ��• .•`� ''r4 ; Ctt •�:.... -- �rlrtiisty ��(ZrHtx' 4 APJI j G•Verify de rfyn parameter"and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. rets tie ® .+es.;c vola for use only with Mflek connectors. Int Oesejn t based Only upon poromefen shown,and C lot on inOty OUOl building component to be $'' 1 ra' se=On=rO3eO vertico . A tyw. N ppUCoblNty of OesMjn poromefen and pt o;xr hcorpotdtbn of component t responslbalty or bul:ding Oestgnet-not Luss A...---..:. � =es•.•er.a•==ny shown t tot ialeici support of Indivlcuol web memeels only.Additional lempololy Mooing to Ynute dobllity outing construction Is fns iesa:.stx•, of the erecta. AaamanolF's. ., f,..,r; te7=.dTg s_:r permanent troosng of the overo[ uwdwe k ire responslbtny of Ire bu6Ou,q oestgner Fol pene�ol qugonce /p '-� tCC-.on•CUOt11'cOns,o.StOlo',)e•oehvery,erecfron on btocl-t.consult OST-68 QualityStandard,OSS-al tracing Speclt.cohor.,andll-91 t. G I �t s ening one troornq Sectrnmenoeiton avasace torr.tluu A7te t-ts:nufe.583 P Onori..•Gi e.Madech,Cl: 53710. /� tv `r • Habitat For Humanity HVAC Load Calculations for Habitat For Humanity rov RESIDENAL, HVAC LOADS Prepared By: Shetucket Plumbing Tuesday, June 22, 2004 'r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Shetucket Supply Company rilkHabitat For Humanity Groton,CT 06340-6266 Page 2 I Project Report General Project Information Project Filename: C:1Elite\Rhvacw\Projects\--UNTTLO.rhv Project Title: Habitat For Humanity Project Date: Tuesday, June 22,2004 Client Name: Habitat For Humanity Company Name: Shetucket Plumbing Design Data Reference City: New London, Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 59 ft. Altitude Factor: 0.998 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj.Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 0 0 0 72 0 Summer: 95 72 50 75 16 Check Figures Total Building Supply CFM: 653 CFM Per Square ft.: 0.680 Square ft. of Room Area: 960602 Square ft. Per Ton: Volume(ft3) of Cond. Space: 7,680 Air Turnover Rate (per hour): 5.1 Building Loads Total Heating Required With Outside Air: 21,697 Btuh 21.697 MBH Total Sensible Gain: 14,341 Btuh 84 % Total Latent Gain: 2,732 Btuh 16 % Total Cooling Required With Outside Air: 17,073 Btuh 1.42 Tons(Based On Sensible+ Latent) 1.59 Tons(Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac-Residential&Light Commercial€E!!AC Loads - Shetucket Su Elite Software Development,Inc. pply CompanyHabitat For Humanity Groton,CT 06340-6266 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total 1 Description Quan Loss Gain Gain Gain 1D-cw-o:Glazing-Double pane, operable window, clear, 105 4,310 0 5,420 5,420 wood frame 11D:Door-Solid Core 42 1,180 0 508 508 I12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud cavity, 853 4,175 0 1,300 1,300 no board insulation,siding finish,wood studs 16B-28: Roof/Ceiling-Under attic or knee wall,Vented 960 2,351 0 1,796 1,796 Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-28 1 insulation 19A-19p: Floor-Over enclosed unconditioned crawl space, 960 2,654 0 737 737 No insulation on exposed walls, sealed or vented space,passive,R-19 blanket Subtotals for structure: 14,670 0 9,761 9,761 People: 5 1,000 1,150 2,150 Equipment: 600 1,000 1,600 Lighting: 0 0 0 Ductwork: 3,991 918 1,445 2,363 Infiltration:Winter CFM: 38, Summer CFM: 19 3,036 214 422 636 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 563 563 Total Building Load Totals: 21,697 2,732 14,341 17,073 Check Figures Total Building Supply CFM: 653 CFM Per Square ft.: 0.680 Square ft. of Room Area: 960 Square ft. Per Ton: 602 Volume(ft') of Cond. Space: 7,680 Air Turnover Rate (per hour): 5.1 I Building Loads Total Heating Required With Outside Air: 21,697 Btuh 21.697 MBH Total Sensible Gain: 14,341 Btuh 84 % Total Latent Gain: 2,732 Btuh 16 Total Cooling Required With Outside Air: 17,073 Btuh 1.42 Tons(Based On Sensible + Latent) 1.59 Tons(Based On 75% Sensible Capacity) Notes - Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Shetucket Supply Company Habitat ForHumanity Groton,CT 06340-6266 Page 4 System 1 Room Load Summary Htg Htg Run Run Clg Cig Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ' ---Zone 1--- i 1 Bedroom 1 150 3,528 46 1-6 452 1,870 385 89 89 2 Bedroom 2 140 3,387 44 1-6 481 1,990 374 94 94 3 Bedroom 3 115 2,255 29 1-5 590 1,697 329 80 80 4 Bath 80 1,575 20 1-5 303 870 391 41 41 5 Hall 100 638 8 1-5 103 295 96 14 14 6 Kitchen 170 4,669 61 1-7 591 3,329 509 158 158 7 Living Room 205 5,645 73 2-5 648 3,727 649 177 177 AED Excursion 563 System 1 total 960 21,697 282 14,341 2,732 653 653 System 1 Main Trunk Size: 12x10 in. Velocity: 832 ft./min Loss per 100 ft.: 0.122 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.42 84%/16% 14,341 2,732 17,073 Recommended: 1.59 75%/25% 14,341 4,780 19,121 Equipment Data Healing System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: nia 0 Btuh • n . -7-(--ii-77- �7, . C- , K e eat .\1-. 'E., cDv ------- _ i n--,-,x ...... ... __. .. (--.t..: ,, , 1‘7 4.. ti c(),-- 2-d-k-------'--- - -- . . - _=_____.„_._________ .. i k $'P , \t/ e _: _.,_ ________,,_..ii„.---_-- _, \ • (,)-,: f. • )/ i -, t' `is`• / f-- -Ti-q-C7-(7-4*' - -- --- ... -- --- - --r ---7--g ' 5�! p /CO !T/ - -T C 1 ^ .t I i . * _______ L_.. . , -- ., '_ sD _f_i______H7 - z_____,______/:' 0)/(-5: r + ,2J 11 E S 1/-"() (1 / L / /S'---\77- , .../. ..- _ . - �J p /\ I I 7 / . , /. -77'. ' -ori. , A- ,,,,4,,z 7--) . ----, , . _ ,----,,,_- -7 -/---<.>-•'• ,-,Ty--.--,, Z.---Z \ 7-5 77 .7 ----4C / f V � i-- 47 c''',.7. - -- 7-7:7 `'.V -7/ 7IZ I,'-r4,c27 Xi 77-' fes., Z.. _.)cr 4.,_te. 7 /-- ii / /,.ti /` 4 f rat/�c o <,-c- lam' / , • V Par k R0i Permit Number Oak 04/c., REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.6 Release 1 Data filename:C:\Documents and Settings\hfhsect\My Documents\Building Documents\Park Road.rck PROJECT TITLE:Proposed Residence for the Hudak Family CITY:Norwich STATE:Connecticut HDD:5869 CONSTRUCTION TYPE:Single Family WINDOW/WALL RATIO:0.10 DATE:06/22/04 DATE OF PLANS:5/24/2004 PROJECT DESCRIPTION: Single family ranch EECEI ' DESIGNER/CONTRACTOR: Habitat for Humanity of SECT i O COMPLIANCE:Passes Maximum UA=219 Your Home UA=212 3.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor jZQ Ceiling 1:Flat Ceiling or Scissor Truss 1048 28.0 0.0 39 Wall 1:Wood Frame, 16"o.c. 1088 19.0 0.0 56 Window 1:Vinyl Frame:Double Pane 15 0.500 8 Window 2:Vinyl Frame:Double Pane 15 0.500 8 Window 3:Vinyl Frame:Double Pane 15 0.500 8 Window 4:Vinyl Frame:Double Pane 15 0.500 8 Window 5:Vinyl Frame:Double Pane 15 0.500 8 Window 6:Vinyl Frame:Double Pane 15 0.500 8 Window 7:Vinyl Frame:Double Pane 10 0.500 5 Window 8:Vinyl Frame:Double Pane 10 0.500 5 Door 1:Solid 23 0.280 6 Door 2:Solid 23 0.160 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1048 19.0 0.0 49 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 1995 MEC requirements in RES checkVersion 3.6 Release 1 (formerly MECchecJJ and to comply with the mandatory requiremen ts listed listed iin the RES c��heecklnspectioncChecklist. Builder/Designer a. 'hi 6 iCi„,,.,`, B T S Date C/2.2/0 r f REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.6 Release 1 DATE:06/22/04 PROJECT TITLE:Proposed Residence for the Hudak Family Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-28.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 4:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window 5:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Window 6:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window 7:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Window 8:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Solid,U-factor:0.280 Comments: [ ] 2. Door 2:Solid,U-factor:0.160 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table ab a 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)