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" . , ",* I ,.T y� � �n*4thl I I-,�.­ ,'I,,1.1'�, - , Y. - ,?n, I ii, ,IiVf,,IlVl�'11 T'Al .'� -, 11�. � �.""' , ` , , ';�,,gA',-I-,�,p P171T 91 ��� Q).1 I I , I 7, , ,,;,,,� Tlj�,�,;�r",��Ilj ... �IlnIl, �i,q ,,E,�OW,i, I r _ 177, , Commonwealth of Massachusetts Sheet Metal Permit Date: ! I l d Pnit## 4—� J;? �D Estimated Job Cost; NOV .1 6 2018 Permit Fee: US' Plans Submitted: YES NOWN .ij1 8AHNS RFeviewed: YF-S No Business License# Applicant License# 3( Business Information: Property Owner/Job Location Information: II '' I G Cl /� Name: 4( vI, � Pop, eC,-�'i'��1 `l�OIIII Name: (SOR &04- 2e ,5 0-oI4s Lkc--ka?,_ Street: Street* (�oc,� 2u�n �►-��/2 Civaown: rI a.r-W,Lk O-r City/Town CW�e L)I,l e. Telephone: 5-09-`{3 '- Telephone:-,SO? q 32'3 5 S� Photo I.D.required/Capy of Photo LD. attached: ICES ✓ NQ Staff initial J-f%M-1-unrestricted license J-2/'.M-2-restricted to dwellings 3-stones.or less and commercial up to 10,000 sq-ft. 2-stories or less Residential: 1-2 family_ J Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational • Institutional . Other sq. / over 10;00f1 sq, ft, plumber of Stories: Square Footage: under 10 000 ft, t/ Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System__✓ Metal:Chimney/Vents Air Balancing Provide detailed dewription of work to be done: 2Cc/if Id INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes[ No El if you have checked Yes.indicate the type of coverage by checking the appropriate box below: A liability insurance policy LJ Other type of Indemnity Bond OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General haws,and that my signature on this permit application waives this requirement. Check One Only Owner El Agent Signature of Owner or Owner's Agent By checking this box[],!hereby certify that att of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Suildi;ng Code and Chapter 112 of the General taws: ' Duct inspection required prior to hisulation.installatiow YES. NO Progress-Inspections Date Comments :Final.Inspection Date Comments Type of License. ►�*.... . Sy - D Master Title Master-Restricted Cilylfown [3joumeypersun Signature of licensee Perm It -_ Jaurneyperson-Restricted License'Number 3 Fee S El Check at www.rnass:govldpl Inspector Signature of Permit Approval,. l • `� 'may-��. � ? ��+°���M +r �'I"�h°;1� , } �Sdo tPmgt po i ka It{� ( I Q' i 1 •aIR� E �� '� I,• C t y , F4 ;P'i gof ri Yt .. ib {j • z1 � H Y ♦ s( i - it tii� y�� � � _ _ Wdl pwi e,4pra ..:}.,�,_,�i.. ...•. li r:.tea ,..�,,. _ .� r _ N r� �H ... r.- i -� r r + n v ,, -_ Frr✓a�'`� -.gip . _ .:. - 4 rC w. a ti � •, ,a .n-, �•r . t -ate, I } Load Short Form Job: Date: Aug 14,2018 Entire House By: Project I • • For. 10 Willow Run Drive, Centerville, MA- Design Inf• • Htg Clg Infiltration Outside db (OF) 10 88 Method Simplified Inside db (OF) 70. 73• Construction quality Semi-tight Design TD (OF) 60 15 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output t 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh - Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load. Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Secondfloorsys d 1278 25654 21482 1073 1073 Firstfloorsys d 1978 36719 31716 1767 1767 Entire House d 3256 62373 53198 2840 2840 Other equip loads 8387 2097 Equip.@ 0.93 RSM 51424 . Latent cooling 7408 TOTALS 3256 70760 58832 2840 2840 t BoIcHtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft® 2018-Nov-0515:31:48 9 Right-Suite®Universal 201515.0.19 RSU06326 Page 1 IKA.A ...etprojects\2018110181\Mllowrundrcenterville.rup Calc=MJ8 FrontDoorfaces:N I Load Short Form Job: Date: Aug 14,2018 �r Firstfloorsys By: Project I • • For: 10 Willow Run Drive, Centerville, MA Design Information Htg Clg Infiltration Outside db(OF) 10 88 Method Simplified Inside db (OF) 70 73 Construction quality Semi-tight Design TD (OF) 60 15 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference (gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond.' AHRI ref _ Coil AHRI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1767 cfm Actual air flow 1767 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2)' (Btuh) (Btuh) (cfm) (cfm) Greatroom/kitchen . 896 11797 12337 568 687 entry 84. 3662 2072 176 115 pantry 49 463 94 22 5 powderrm 28 0 0 0 0 entryhall/stair 119 333 263 16 15 Game room 182 4426 4888 '213 272 Family room 210 2588 .2862 125 159 Shop 192 6058 3299 292 184 4seasonroom 218 - 7392 5902 356 329 Bold/rtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 2018-Nov-0515:31:48 i.. 9 Right-Suite®Universal 2015 15.0.19 RSU06326 Page 2 ACCA ...e\projects\2018110181willowrundreenterville.rup Calc=MA FrontDoorfaces:N Firstfloorsys d 1978 36719 31716 1767 1767 Other equip loads 4883 1221 Equip. @ 0.93 RSM 30631 Latent cooling 6359 TOTALS 1978 41602' 36991 1767 1767 Boldlitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed: . wri htsoft® 2018-Nov-05 15:31:48, ,y�� 9 Right-Suite®Universal 201515.0.19 RSU06326 Page 3 ACCK ...e\projects\2018110181willowrundrcenterville.rup Calc=MJ8 FrontDoorfaces: N ' i Load Short Form Job: Date: Aug 14,2018 Secondfloorsys By: Project I • • For: 10 Willow Run Drive, Centerville, MA Design Information Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 70 73 Construction quality Semi-tight Design TD (°F) 60 15 Fireplaces 1 (Semi-tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1073 cfm Actual air flow -1073 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) , (Btuh) (Btuh) , (cfm) (cfm) secondoffice 154 . 4170 3763 174 188 secrostrbath 66 754 291 32 15 secmasterbedroom . 300 7017. 5671 294 283 secexercise 192 2873 4318 120 216 secbathrm 1 55 1395 424 58 21 secbedroom1 21.3 4602 3421 192 171 seclaundry 30 121 40 5 2 secstairhall 64 0 0 0' 0 secbathrm2 36 756 284 , 32 14 secbedroom2 168 3967 3271 166 163 Boldrrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t WI'1 �1tSOft° 2018-Nov-0515:31:48 ` ti g Right-Suite®Universal 2015 15.0.19 RSU06326 page 4 ...earojectst2018110181wllowrundroenterville.rup Calc=MJ8 FrontDoorfnes:N i Secondfloorsys d 1278 25654 21482 1073 1073 Other equip loads 3504 876 Equip. @ 0.93 RSM 20793 Latent cooling 3826 TOTALS 1278 29158 24619 1073 1073 Bold/italic values have been manuaW overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft® 2018-Nov-0515:31:48 ti 9 Right-Suite®Universal 2015 15.0.19 RSU06326 '' Page 5 ...e\projeds\2018110181wllowrundrcenterville.rup Calc=MJ8 FrontDoorfaces:N Buildin Anal sis DOb` g Y Date: Aug94,2018 per' Entire House - By: Project Information For: 10 Willow Run Drive, Centerville, MA Design Conditions Location: Indoor: Heating Cooling East Falmouth, Otis Angb, MA, US Indoor temperature(°F) 70 73 Elevation: 131 ft Design TD (°F) 60 15 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.4 32.1 Dry bulb(°F) 10 88 Infiltration: Daily range ff) - 15 ( L ) Method Simplified Wet bulb (' 72 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Semi-tight) • Component Btuh/ft2 Btuh % of load - Walls 3.9 9235 13.1 Glazing 28.3 29610 41:8 Doors 31.4 1793 2.5 Ceilings 2.2 4232 6.0 Floors 1.7 373 0.5 Infiltration 2.7 9202 13.0 Ducts 7928 11.2 Piping 0 0 Humidification 0 0 Ventilation 8387 11.9 Adjustments 0 �R Total 70760 100.0 Component Btuh/ft2 Btuh % of load _ Wa11 veao Walls 1.2 2740 5.0 Glazing 29.2 30481 55.1 nt.rnal Gs Doors 15.2 867 1.6 Ceilings 1.1 2210 '` 4.0 f Floors 0.4 93- 0.2 Infiltration 0.3 1085 2.0 Ducts 3722 6.7 Ventilation 2097 3.8 °u<� Internal gains 12000 21.7 Blower 0 0 C.Hing. Adjustments 0 °t^°, Total 55295 100.0 Latent Cooling Load = 7408 Btuh Overall U-value= 0.134 Btuh/ft2°F WARNING: window to floor area ratio= 32.1% 'more than 25%. Bold/ttalic values have been manually overridden Jam- Wrl htsoft® 2018-Nov-0515:31:49 ^_ 1" 9 Right-Suite®Universal 2015 15.0.19 RSU06326 Page 1 ACCA ...etprojeds\201811018ly llowrundrcenterville.rup Calc=MJ8 FrontDoorfaces:N F Component Constructions Job: Date: Aug 14,2018 Entire House By: Project I • • For: 10 Willow Run Drive, Centerville, MA, Design Conditions Location: Indoor: Heating Cooling East Falmouth, Otis Angb, MA, US Indoor temperature (T) 70 73 Elevation: 131 ft Design TD (T) 60 15 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 25.4 32.1 Dry bulb(T) 10 88 Infiltration: Daily range(T) - 15 ( L ) Method Simplified Wet bulb(T) - 72 Construction quality Semi-tight Wind speed (mph) 15.0' 7.5 Fireplaces 1 (Semi-tight) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btu"2-T ft'°F/6hfi BtuWffl Btuh Btuh/tt' Btuh - Walls 12F-Osw:Frm wall,wd ext, 1/2"wood shth,r-21 cav ins,1/2 n 712 0.065 21.0 3.90 2777 1.16 824 gypsum board int fnsh,2"x6"wood frm, 16"o.c.stud ne 25 0.065 21.0 3.90 99 1.16 29 e 405 0.065 21.0 3.90 1581 1.16 469 s 812 0.065 21.0 3.90 3165 1.16 939 w 388 0.065 21.0 3.90 1512 1.16 449 nw 26 0.065 21.0 3.90 101 1.16 30 all 2368 0.065 21.0 3.90 9235 1.16 2740 Partitions (none) Windows 4A5-2oc:2 glazing,dr low-e outr,argon gas,dad wd frm mat,dr ' n 147 0.470 0 28.2 4153 13.0 1913 . innr, 1/4"gap, 1/8"thk;6.67 ft head ht n 82 0.470 0 28.2 2301 13.0 1060 ne 32 0.470 0 28.2 908 26.1 840 e 128 0.470 0 28.2 3617 36.2 4641 e 122 0.470 0 28.2 3452 36.2 4429 s 252 0.470 0 28.2 7119 20.4 5139 w 55 0.490 0 29.4 1616 26.2 1440 w 120 0.470 0 28.2 3380 36.2 4338 w 41 0.470 0 28.2 1167 36.2 1498 nw 32 0.470 0 28.2 895 26.1 828 all 1012 0.470 0 28.3 28609 ' 25.8 26126 8E20ri-2c:Sky glazing,small,r-6 or better curb,no shaft Igt shaft, 33 0.500 0 30.0 1001 131 4355 dad wd sash Doors 11JO:Door,mtl fbrgl type n 36 0.600 6.3 ' 36.0 '1302 17.4 629 11 DO:Door,wd sc type s 21- 0.390 0 23.4 491 11.3 238 Ceilings 18A-38ad:Rf/dg ceiling,asphalt shingles roof mat,frm cons,1/2" 84 0.029 38.0 1.74 146 0.71 60 gypsum board int fnsh, 10"thkns,r-44 ceil ins Boldrrtalic values have been manually overridden wri htSoft° 2018-Nov-0515:31:49 9 Right-Suite®Universal 201515.0.19 RSU06326 Page 1 etprojeds\2018110181willowrundrcenterville.rup Calc=MJ8 Front Doorfaces:N 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 10" 218 0.029 38.0 1.74 379 0.71 155 thkns,r-38 ceil ins 18A-38ad:Rf/clg ceiling,asphalt shingles roof mat,frm cons, 10" 1345 0.029 38.0 1.74 2340 0.71 955 thkns,r-44 veil ins 18A-38zd:Flat ceiling,membrane roof mat,frm deck, 1/2"gypsum 192 0.029 38.0 1.74 334 0.71 136 board int fnsh, 10"thkns,r-44 ceil ins C part ceiling,:C part ceiling,frm flr, 10"thkns 42 0.355 1.0 21.3 894 18.6 782 C part ceiling,:C part ceiling,r-30 ins,frm flr, 10"thkns 64 0.036 30.0. 2.16' 138 1.89 121 Floors 19A-30bstp:Part floor,r-30 ins,frm flr, 10"thkns 218 0.034. 30.0 1.71 373 0.43 93 BoWtalic values have been manually overridden " htSOft 2018-Nov-0515:31:49 WCI 9 ® Right-Suite®Universal 20l5 l5.0.19 RSU06326 Page 2 /CCK ...e\projeds12018110181WIlowrundrcenterville.rup Calc=MJ8 FrontDoorfaces:N Y i N s HOME ENERGY RATERS LLC 6-ft,JILDING PERFORMANCE TESTING Duct Leakage Report 81 Willow Run Test Mode - Centerville Pressurization 01/07/2019 Test"Pressure 25.0 Pascals Harwichport Heating&Cooling Testing equipment 2015 IECC Energy Code Minneapolis f Total.CFM@25 or Total Duct Leakage Percentage 96.00 0.03 Total Square Footage 1 3416.00 Maximum Allowable Leakage 136.64 HVAC Duct Test Unconditioned 1464 C 55 `'r4} 0.04 basement .Yr 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered a MV.gocanvas.com 15AC5760-84OC-43A7-BO22-6E7F07BE2055 by r- r I� "1 q Conditioned 1952 C 41 El w•n 5t�� 0.02 HOME ENERGY RATERS LLC BUILDING PERFORMANCE TESTING Room I r � Je 1 f r✓ 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(5083 833-3100-ENERGYCODEHELP.COM-INFO®ENERGYCODEHELP.COM powered byg-,cornas V+j'w.gocanyas.com 15AC5760 840C;••43A7-6022-6C7F07[3E1U55 . ti. All Cape'Energy, Inc P.O. Box 1492 BREWSTER, MA 02631 (508)237-3553 allcapeenergy@live.com MA CSL# 130842, HIC# 166888 Blower Door Test 81 Willow Run Dr. Centerville MA 02632 rd August 23 , 2019; Blower door test administered at front door using a DG400 blower door assembly and meter. Readings as follows: 1697 cfm @ 50pa Condition interior space calculated to be 34260 cubic ft 1697 cfm x 60 min/34260 cu ft=2.97 ACH r Shane Dewitt r President All Cape Energy Inc. Jy -M! I r - 7 TIM -'Town of Barnstable` �, _ . Building Po t This Card So That it is Visible;:From the Street-:Approved'Plans Must be Retained,on Job'and this"CardMiast be�Kept Posted • Until Final,,=Inspection Has,BeeniMade u ,: M ; , , P m °* i639 1� a- x �> x r-"'; W- r" P.. PeY'I111t Where a,Certificate of Occupancyis Required;such`BuiJding shall Not ki'e Occupied until a FinalJlnspe'ction hesibeen:made Permit NO. B-18-927 Applicant Name: David\Bushnell Approvals Date Issued: 05/15/2018 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 11/15/2018 Foundation: Teardown Map/Lot: 210-056 Zoning District: RD-1 Sheathing: Location: 81 WILLOW RUN DRIVE,CENTERVILLE - .Contractor Name: DAVID C BUSHNELL Framing: 1 Owner on Record: LOMBARDO,JOHN&MARY T Contractor License: CSFA-080527 V 2 Address: 27 HOLLOW BROOK ROAD - I Est. Project Cost: $950,000.00 Chimney: WINDSOR,CT 06095 - f 1 Permit Fee: $4,970.00 ID I"— Description: New home construction on existing footprint..!Existing structure to Fee Paid: $4,970.00 Insulation: be removed. % / t Date: 5/15/2018 Final: 3G1 Project Review Req: AS BUILT REQUIRED - � � �/�� P /Gas Building Official C Fi 4111 ing. . This permit shall be deemed abandoned and invalid unless the work}authorized by this permit is commenced within six months after issuance. R ^i 9 All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. / All construction,alterations and changes of use of any building and structures shall•be in compliance with the local zoning by-laws and codes. l This permit shall be displayed in a location clearly visible from access street or road'and shall be maintained open'for public inspection for the entire duration of the work until the completion of the same. -- - - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: �f G� 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required,for Electrical,Plumbing,and Mechanical Installations. 1-1 ' C`1 Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final All Permit Cards are the property of the APPLICANT- ISSUED RECIPIENT FT"Et Town of Barnstablea Building De -200 Main Street snaxsrnB�. 9 Department p �0ma Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-927 CO Issue Date: 9/25/2019 Parcel ID: 210-056 Zoning Classification: RD-1 Location: 81 WILLOW RUN DRIVE, CENTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: DAVID C BUSHNELL Permit Type: Residential Single Family Type of Construction: Design Occupant Load: 0 l Comments: THREE BEDROOM SINGLE FAMILY HOME. 22 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Swanson Structural, Inc. Paul W. Swanson, P.E. 92 Acre Hill Road Barnstable, MA 02630 508-446-1042 September 6, 2019 Mr. Jeffrey Lauzon, Building Inspector 200 Main Street Hyannis, MA 02601 Subject: Framing Affidavit for a new Single Family Dwelling: Lombardo Residence, 81 Willow Run Drive, Centerville, MA Dear Mr. Lauzon, I was-retained by Architectural Design, Inc. of Orleans, MA to provide structural engineering services for the subject project. I visited the project several times during construction to monitor progress and answer questions as they arose. The conventional and engineered lumber framing are complete and installed correctly, per the project plans and specifications, with approved changes, per the structural requirements of the Massachusetts State Building-12ode, 91h ationa" . If you have any questions, please feel free to contact me. =� o z Sincerely, Q OF M44 ry o PAULW. cs w�-- SWANSQN �+� N o STRUCTURAL v Paul.W. Swanson, P.E. ' No.35334�° �Q ' STEP tc Swanson Structural, Inc. sNAL�� g�6�2 O 19 Ref. 5811 Copy to John Ingwersen, A-D, Inc. Barnstable Bldg. Dept. TOWN OF BARIN ; ARE Approved by: Z018 MAY 30 ' Ali p � _ Permit #f ' 0y ' 15IVISION ,' ! t r�-77s i 17 I vl f { }4? .. s`e SWANWN . � � STRUCTt1RAL �, . 9 a 35334, S1DNAL 1 LI - f rojecL Scale max. s� JAI Drawn by: 0i I: t TORN OF BARNSTABL -� -�--- 2018 MAY 30 AM 9: - i �', fl �� , 61 �bIVISIO i• Bastab Bldg.Bid . rn Dept. �- =� Approved.'by: Peulit 1 j n nw it -77tt ...„...._,fit ._....,.. _-.__... ,� - i 1� , -t , � � ! J.. l`' 11 fi _ 3 IA SWAN a .. 5 -, 1.-�OL.aLtT'jK j�t+tA4 p Project# 1t., '4-42 160 i Mi OR IN, i 4' Scale ry � , Drawn b ....�,� _ Y Barnstable Bldg. Dept. Approved by-- AAA TOWN OF BARNSTA Permit #: 1016 NAY 30 AM 9: 3I FIN. BASE TYPICAL WALL CONSTRUCTION FIN.. FLOOR T/ G. ADVANTEK DIVISION. � .�f SUBFLR. GLUE AND 2X6. SILL. PLATE . I NAILED TO JOISTS l 6 cn TRUSS JOIST RIM JOIST FILLER PANEL F.G. BATT R INSULATION (2). 2X6 P.T`: SILL PLATES SILL SEALER _ 2 'DIAM. :$" GALV. ANCHOR BOLT .AT 9'-0" O.C. TYP. - �I. _ . .II 1/8' DEEP i FLOOR JOIST FILL. t TAMP 5' OUT FOR `� I i a SEE FRAMING, PLAN I"/FT. SLOPE; PROVIDE i, tl 6" THICK SPRAY ON o CLOSEQ CELL INSUL. _ a a (:I= I (=1(I 2 AT 45 CONT.B RE ARS, ° , DAM'PP.:OOFING .a ° AND AROUND ALL :OPENINGS OR EPDM WATERPROOFING SEE FIX PLAN $` TYPICAL 'SILL DETAIL 5GALE;1—f/2 _li._60%: sw�r�soN s1RUGIT Na.35113 5�22�2v/8 _ Project Date; � <<<::IGa y � Scale. 10 a v h d t Drawn bye, _ _ -., TOXIN OF, IraRNS � f�tX� »res n Ems, _ of -- - -- _ ' r c't RM 6 DIVA S16A _. t -t 1 � P m Q n. , �✓'rl�,r �� I O MUM w L yy� i B a a r. —_ ON L b a — — 1 — s Pq �. And ...... .......�r fad �'V'. Town of Barnstable KUL Zoning Board of Appeals' Decision and Notice Special Permit No. 2017-072-Lombardo §240-92(B)-Nonconforming structures used as single- or two-family residences §240-91 H. (2) Developed Lot Protection To allow the demolition and construction of a nonconforming principal dwelling on the lot containing two dwellings Summary: Granted with Conditions Applicants: John and Mary Lombardo Property Address: 81 Willow Run Drive, Centerville, MA Assessor's Map/Parcel: 210/056 Zoning: Residence D-1 District Hearing Date: January 24, 2018 Recording Information: Deed: Book 28301 Page 296 Background John & Mary Lombardo applied for a Special Permit pursuant to Sections 240-91(H)(2)- Developed Lot Protection, 240-7.H.(1) -- Setback from Wetland/Great Ponds, and 240-92(B) - Nonconforming Buildings or Structures. The applicants are proposing to demolish an existing single-family dwelling and replace with a single-family dwelling on a nonconforming lot consisting of two separate dwellings where only one dwelling is allowed under the zoning ordinance. The total proposed gross floor area which includes the dwellings, sheds, and carport will be 5,445 square feet. The property is located at 81 Willow Run Drive, Centerville, MA as shown on Assessor's Map 210 as Parcel 056. It is located in the Residence D-1 Zoning District. The subject lot overlooks Wequaquet Lake to the northeast and a small wetland to the west. According to the site plan submitted, the lot is 49,730 square feet and contains the principal dwelling of 2,206 gross floor area with three bedrooms; a cottage contains 744 gross floor area with one bedroom, a carport and several sheds. The applicants purchased the property in August 2014. The existing buildings are nonconforming in that the lot contains two separate dwellings, where only one dwelling is permitted in the RD-1 Zoning District: The principal dwelling is nonconforming in that its setback is 39.8 feet from a Great Pond where 50 feet is required. All other bulk regulations are conforming. Procedural & Hearing Summary Special Permit Application No. 2017-072 to allow the demolition and construction of a single family dwelling was filed at the Town Clerk's. office and the office of the Zoning Board of Appeals on November 17, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on January 24, 2018 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard and Jacob Dewey. Attorney's Michael Ford and Jeffrey Ford represented the Applicants before the Board. Also present were the applicants John and Mary Lombardo, Rich Tabaczynski from Atlantic Design Engineers, and John Ingwersen from Architectural Design Incorporated. Attorney Michael Ford reviewed the project and noted through his research that the property was developed prior to zoning. The proposed project consists of demolishing the existing 3 bedroom dwelling and constructing a new 3 bedroom dwelling with 2 stories. The footprints are essentially the same. Attorney Ford noted the existing dwelling has a crawl space for a basement and the proposed f Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-072-Lombardo dwelling will also have a crawl space due to the high water table. The Conservation Commission has issued an Order of Conditions. The only relief requested is concerning the setback from a Great Pond. Attorney Ford noted that many of the dwellings in the area have been reconstructed. The Board questioned the height to the peak and it is 28 feet. The Board Chair requested public comment and no one spoke. Findings of Fact At the hearing on January 24, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-072, a request to allow the demolition of the existing dwelling and construction of a new dwelling: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-92 allows for the expansion or alteration of a preexisting nonconforming structure used as a single-family residence with a Special Permit. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3. The proposed expansion of the dwelling will not be substantially more detrimental to the neighborhood than the existing building or structure. The Board based this finding on the fact that other structures in the neighborhood are closer to the Great Pond. The vote to accept the findings was: AYE: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard and Jacob Dewey _NAY: None Decision 1. Special Permit No. 2017-072 is granted to John and Mary Lombardo, to allow for the demolition of the existing principal dwelling and construction of a new principal dwelling with a 40 foot setback from a Great Pond where 50 feet is required. The property is located at 81 Willow Run Drive, Centerville, MA, 2. The proposed alterations will be in substantial conformance with the plan entitled "Proposed Site Plan for 81 Willow Run Drive Barnstable Massachusetts" prepared for John and Mary Lombardo dated April 26, 2017 drawn and stamped by Atlantic Design Engineers Inc. and architectural drawings by Architectural Design Incorporated dated October 25, 2017. 3. This construction shall represent full build-out of the lot. No additional increase in building coverage or gross square footage shall be permitted without prior approval of this Board and there will be no additional structures on the lot. 4. This decision shall be recorded at the Barnstable County Registry of Deeds and copies filed with the Zoning Board of Appeals and Building Division. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard and Jacob Dewey NAY: None Ordered Special Permit No. 2017-072 to allow the demolition of an existing single-family dwelling and the construction of a new single-family dwelling on a nonconforming lot has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized 2 { Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2017-072-Lombardo by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date Joftfilin of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. L S Lzz-,,v Ro olakis, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this Zio day of �-�� 064 under the pains and penalties of perjury. Ann Quirk, Town Clerk I +s I i d 3 T r �• �iTx We Pond Loggeb in as burro{vrstl -Lo Search by Permit �, Per�Ptoj9CIR Rf� �1q.q, ol ,JlalparsaNal._RaJ7arts,iW,3hsc)1eckAe37 y x .. r Pempfi cacnz a maWm1 4� Workflow/Project Review 4-1 *W'2 a Remewstet— complete �t Revetlssuance r e 7 e azr � h.Alr tirl ]Knt a 1 r rue uarz-a_. 4J� Cm-xn!s - efw1Wit �)"A " y L ' dz SYsfl Aa IgnmentY PrnY41 Manogamerd I ShovJ Prolaq Rewew Wstory I N^it Ty Rewevv@ n Plane Kae firn-d Last s Issued By.mdechnr r & P�rojecfCommen BRequir ments�:Inz 'n�s Lrcai� savecamrcea ( Pdreami �A r Add �Z ` i zro,r5ae ce� � I�n43 rum Y Permil Select "' ShowAil Types I Community Dev. + - ; May. question if-1 st floor shop is heated space and what it will tie used fort 2nd floor hall S/C0. must:be within 10'of bedroom doors. 'r t + 2018 15 i All Licenses +•- -, � k � DPW �. � ,.•: ..,'. t4x `;Health +� s � '� r �:,'� ; � Fire Dashboard 5 pup Show Pand ng Apptcdions I Werep Review StaluS 'b. Oenerde Package T� r Ff R 7-1 �,...? .'� Official Website of The Town of Barnstable - Property Lookup Page 1 of 5 Assessing Division Property Lookup Results - 2014 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Frie Owner Information - Map/Block/Lot: 210 /056/- Use Code: 1090 Owner - Owner Name as of JACOBS,IRWIN&HADDAD-JACOBS, Map/Block/Lot G/S MAPS 1/1/13 JOANNE B 210/056/ 81 WILLOW RUN DR CENTERVILLE, MA.02632 Property Address Co-Owner Name / CA� 81 WILLOW RUN DRIVE J,V\ Village:Centerville 1 Town Sewer At Address: No GIS Zoning Value: RD-1 Assessed Values 2014 - Map/Block/Lot: 210/056/- Use Code: 1090 2014 Appraised Value 2014 Assessed Value -past Comparisons Building $230,500 $230,500 Year Total Assessed.Value Value: Extra $6,800 $6,800 2013-$1,020,800 Features: 2012-$882,800 Outbuildings: $9,900 $9, 0 \�.Q/ �[ 2011 -$898,500 V 7 Land Value: $773,400 $773,400 2010-$903,300\fA V 2009-$950,200 08-$1,007,500 2014 Totals $1,020,600 $ 1,020,600J"""P2007-$1,007,500 Tax Information 2014 - Map/Block/Lot: 210 / 56/ e_ V IA Taxes p 4 C.O.M.M.FD Tax(Residential) $1,541.11 5Community Preservation Act Tax $279.24 cal Year C(114 TAX RATES HERE Town Tax(Residential) $9,307.87 k $ 11,128.22 V ow Sales History - Map/Block/Lot: 210/056/- Use Code: 1090 History: Owner: Sale Date Book/Page: Sale Price: JACOBS, IRWIN&HADDAD-JACOBS,JOANNE B2007-01-31 21742/129 $10 JACOBS, IRWIN ET AL 2005-01-31 19486/226 $479179 JACOBS, IRWIN& 1993-09-15 8774/229 $1 JACOBS, IRWIN 1992-11-15 8310/193 $1 JACOBS, IRWIN 1992-11-15 8310/193 $1 HADDAD-JACOBS,JOANNE B 1990-08-15 7258/128 $1 ; JACOBS, IRWIN&JOANNE 1990-07-15 7231/256 $1 JACOBS, IRWIN 1982-12-15 3643/188 $187000 http://www.town.bamstable.ma.us/Assessing/propertydisplayscreen l 4.asp?ap=0&searchpa... 6/19/2014 i m Wo w. 1� fO■HO!•Hft- 1 bpi L �i>t.Rr�i\ I�1.lrlrsllstR 1■l.■Iwi. 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NAWBB) D ro SCALE 1-200D't N3003 o0E / ' 011 APPROVED ER— / f F. .GI) , $ lAl,' 0°NTR01YRj BVA/.A/ "P.`�.. sf p cN IAL ZONING DISTRICT RD-1 (Pm TONIN m BARNBrAmc z.Nc 91LAws AS KEYED ON E- ) BOTi01 O'ENSIING� S!'•:O ! I I n dG WIRE iNERNO ALOxO 1I. ME RET RARROAD ! Ce BVW ro eE Ru4D� ""� " REQUIREO ! ° wLOLEE PA4AD�NE i111. /// ® .• s 1"` R — .r 'PROPOSED I > ��SIEEPP TO BEBE YIxIM1Y TOT s� IJ.3eo 4 *4%M COSTING ...POSED N20'O' -E I (�) \� ENSTWG F P RESDNCE •� 'AI i-ti pCq01 TE NO MINIMUM IDDNMDM 1 S' 18BB 180.6 &� \ �i, JIIR BVW S H Cc COTTAGE Y 1 q� JYA`3 TOO—) YNIWY YARDS •(COTTAGE) 7 \' ) ♦NNr�'�T za0 RCN FRONT ro• 19&10 19&M•(COTTAGE) AL `314 4 114 314 /� � ! ] (�' .) I<F REAR 10' (IE90NCE) a.Y(RE�FFNCE) sg\ylr JV. AI4 dlA- anCAITsTWc- I I: ib� �` 1d -1(RLs�rs) u.a(WRcvowcE) NAsY onvAAasav 'Aar AL.. AL AIL BVM dqy .. H's ',+RG,•R.ss I ,� el4 YAWWY BUILOXG HB.T JN lw ew' iv aZ Or v. - s +,d Y %A, D AW B•w AL j WARD AaI BE.Si�p QL.®. ..-. -A ..-BVNw'' t / '•+R .., ""O:-.. :S•'. BE IN,EEDa ro BW,DINO SEM)AN m wETA 35 59.6 -T y PROPOSED "_ y, ,•...-• :AE _ S2YY�A 10• ( IWO SWLNNO SETBACK.GREAT PONDS•• 3V _w -01 \ NRA TNR _ - -y.A~ I "'i : y_• R EUR/ ; 1'1 '�'� MITI PWNM_AAI.aORW •SEC1Wx z10-TT((G�� ALL COx9TRUCRON,w1H ME DXSPTONS Or ELEVATED STAOWAY& .. c />ND / PEH ') u i BOTTOI ON RETMNNG WML DEM DIBNI A4 MID WATR DEPENDfNT SmUCNRR WON AS PLEBS AND o' AR/ L_ PwamogD o (M s TOTAL)t rATOTAL) MW RAp1 YA TR SN41 SET BAN A YNIY }5 W OR FEET. CA ND I rc k ( SON SECTION 2.o-7(GM2Y Au ODNSTRUCMON SJL•u BE SET BAN A YINwuY OR SO FROM MEAN HIGH wAWR ON ANr NEAT POND.I—EPT THAT N RESIOmnu DISTRICTS Au / A./.H/TND-- Tu'`T R' KIGH TTERR ONurvM(�w�T POND BE SET BAN A YNYUY OF W IEEE FROI MEAN ®� •o �� +/ EwrnNG LAND-. nm 4DTIeN>.o-mrxvll_IWNR ZD grip�,•.°de _�.�' !/ / s He AROurm xousT:AND b NO -- W`. \ - � W�� Nur al for s> rARD ro RDIMN. wuxwAr ro MWRTED - r / ! ...�. � fBAP/CAP/RND � IANDSCAPNO DAYADED AT NEW ENTRANOE ro MUY LOT CONRAGE 2. 11. 1&Jf /{ By CONSTR=ON m RESO_REST O; (BY SIRUCTAES)m \ s .t• F p�tti\ /. ��°A;�••.. W bH "�5I BE REvu®frw) B D/. [R w A¢f001P10M WIDER ca AREA RAn aJo a12 nre yam% AO0/ y EIO"NG TREE M BE RNOND IN ENSTWG •••CALCLUTED BASED UPON UPLAND lDT AREA AND REPLALEO..zY MlwwY m m CANOPY TREK TO BE . . ' 0*8/s I APPROVED BY CONSERVATION fFN RA NO C EDT lay ".•� '.jy'.': / N 1. RECORD OWNfIi(5): •DHH A VARY T LONBAR00 ROAD ENSiNG TREE m BE ROAOND. wNDSOR�CONBNN.M T 0909S wNENiovv TREES m ME Nunn DEED mN zeJo,PACE m EL4MNEIS ON 9n—THE z TxE PROPmIY 6'M AS LOT 38 ON TIE TOW!OF BARNSTABIE ASSESSORS MAPra D-10'EMFTER.LoeAMON AND �{11c 2Q b PROPOSED GRANT P—NG ARG(3)5 4t) CSPEOES.SERVITON ACNE. BY & THE PROPERTY UNR.SHDIM HEREON.ARE EASED UPON PLANS AND DEEDS ON RECORD AND A FT3D aI ERMSTNG NVASgE MARS AND NNR TO BE NY 0-50'WETLAND BUFFER SUR BY ATLANTIC DESK ENGINEERS,INC N F ARY OF 2m �1 ITN M ToBE R NEEAxM/REYO OCYID O�� COVERAGE AREA SUMMARY A OOSTNG CONOnONS DEPICTED HEREON ARE BASED IrvV!A F MR-BY AnANTK DESOI NGNEmS -.,S Wa W iE91NARY OF -1 AED 5 91PPIfYN1FD BY .—AM. — THE YASSACHUSETIl EKISTNG PROPOSED NET GEOGRAPHIC INFORMATON SYSTEM THE TOYN OF BARNSTABLE GEOGRAPHM NFONATIOI MTDA AND XARDSCAPE gY &JBS 4t ♦zBs 43 INFONAMON OBTNNED FROM PUBLIC RECORDS. &OBO •.R1� & THE PROPRTY UES W1XN THE RD-1 ZONING DISTRICT BASED UPON A RENEW OR TNE TO'AII GE •t UNOSTNBED AREA 2>110 gt 2>BO ST. 0 gt BARNSTARIE ZOBNG MAP. CB/DH/FND BEAON 2925 gt 2Wr3 gt 0 4t & THE Y DISM UES MERLIN ME REW IN PROIECTNN F ANN DISTRICT AND THE AOLAFER PROTECTON MITIGATION PLANTING CALCULATION, pRTUI✓8m N:fETATm 1gJ25 gt 10.030 44 -293 gt ONIAAY OS1rnCT BASED UPON A RENEW lY ME 101w 6 BA.STABIE ZONING YAP. 6RALYCr e e D-30•BUTTER-4.1 NTMOATON REWIRED AR.(ORASS/LMIDSC -) T. THE PROPERTY UES MOI-V MERRY ZONE K,AN AR.DETERIAWm ro BE WMWE O'THE a AN— f1OPlACEY P.I•PAZR 1..1 W-IABO 4 YITGATNN REWIRED roTAL 21,100 42 21,120 St N/A .ANGE RWMI AND PA"­'WORN ZONE%(9fA0m).AN AREA DETm10Nm TO BE—1.ME YAP TI[Ol A55 on ANNUAL NANCE F1Do0 BASED UPON A RENEW OR n FEDERAL EYmGENCY YANAGNN ENCY T AG SD-1f10 BUFTOt-SI—D LION IEOURED •AREA DOES NOT INCLUDE EDSTING DEN m BE READ— (FEYA)FLOOD NSa OE RAZE YAP(FIRM)NUMBED ri ODOBIA ETFECTIN DATE JAY 19.-, I,5N5 4 YITGAMDN REWIRED B. TIE PROPDEIY 00R NOT lA:w1HiX A ZONE I w1lNEAD PROIECTON AREA BASED UPON A RENEW tT M REWIRED MI IGAMON-1.180.1.S -2725 4 5D-100•WETLAND BUFFER THE MASSACHUSETTS GEOGRAPHIC IHFOEYATON MEN. TOTAL YITCAn PRONDED-2.B65 g COVERAGE AREA SUMMARY A TH FRCPERTY UES PARTIALLY ANG A DPRORTYSPEOE HABITAT O'RARE SPECIES BASED UPON A RENEW a' ME xA HERBAGE AND FNDMIaFED SPERE PROpUY MAPS ORSEAND ON ME YASSA.USETTS E%ISTNG PROPOSED NET GEOORAPHIC IXFONATION MTEIL AS SxONN NEFEOL MITIGATION PLANTING NOTE: NARDSCAPE &OW gt &Sts gt ♦515 gt 1a TIE PROPRRW DOES NOT UE WORN AN ESTIMATED HABITAT OF RARE IN—BASED UPON A RENN OF WlgrON MNTNGS.-BE FRO%TIE TOWN 6 BANSTABIE TIE NATURAL HERITAGE ARID ENDANGERED SPEOR PROGRAM YAPS OBSERNn ON ME ASSANUSETIS ROOF DRAINAGE NOTE: CONSERVAMLIN CONMISSON APPROVED R M..llrn FOR UNOSNRBED AREA 0 43 0 43 0 gt" GEOGRAPHIC NFORNAMON SISTER ALL ROa ORYNS MUST pSONARGE TD A ORANL iRE91wAlFR BARER ZONES RE>DN ro LATEST APPROVD 8.ON 0 gt 0 4t 0 42 OPoP TRENOI OR ro A PROPERLY 9ZED aprWD2 PL'w1NG PL'W BY PONDEROSA LANDSUPNa 11.A E PROPmTY DOES NOT UE wTN AN AREA O OOIICM NNRONYNTAL CONCERN(ACEI)BAsm UPON OSroRBED NGETATED A>BS 4t I.2B0 gt -515 gt RENm 4<ME YA SALXUSFilS GEOpUPHIC INFORMATON MEN. AREA(.A55/.NDSCIPING) IL ELEVAMDN$SHOWN HEREON ARE BASED UPON THE NORM A%ERK» NRMCAL DA"OF IM(RAN) roTAL 7.>95 42 7,>W gi N/A 11.)AS RTABLIONED BY A FIELD UTR W—BY.—M.DES.NONEFAS.WG IN fIDMMY W 201& D.,I9­m a SCALE APPLICANT: PROPOSED SITE PLAN F �y ® Om err 2 Pw ._a-n RCNSE ZONING CHART JOHN AND MARY LOMBARDO FOI 1 II .•� .WEED 9r: SCALE t = zo' : PGE >-zo-n AM_cal-m EDYWNIS 81 WILLOW RUN DRIVE I M 1 1 �. DESIGN ENGINEERS, INC. 27 HOLLOW BROOK ROAD Jme NUMBER _ 1 PCe DATE REVISION S mN court W,NMDNTs BARNSTABLE.PRIL 26, 201 HUSETTS P.O. Box 1051, Sandwich, MA 02563 (508)888- 9282 � DATE No. BY DATE REVISION WINDSOR, CT 06095-1206 APRIL 26 2017 2903.D0 Ef 1' I sr � 3n' 0 - .: xewx• / Js AL , "" .. :' I y r1` { T 3 /•W 10'SIDE Y1AD SEIBACN _—___._ �Y m _) Y 0$e j A` - tLA / `ci :�y+'+j' I _'u .� R :I 1 VAYA fY.A�(ti /�+�, ! ;. ;v Ii (WNYERIED SLUE 1'�Z,OWS '� �� il4 TLMcO NAwSe) XZ0➢3'W'E / j 11 .t I I 1w31• g BVR/!Q.�✓�w~,._ !'� -J .E.E4 1 / _ n dEA_v.: I pI ( NWWOO'E ( i eVA 'h`/ / 10, �gF�'ypt I 1 v t=*•� lA�r!4 &DD• U4 IA /t14 BVW nt'�h 55 ICT. RD-1 CE'aLOTTAG Anyall`•`) (PEA roMN OF BA ZONING zQ111NGRBYUK As NENID aN E-WDE) .Y • ,... / Yr L A Y,t +�' lk �eVA — �}y m+c ,\./`q'2""'/ ti� ,�f.. a 1 < ,EL..4 REQUIRED EXISTING i� I• I fl� 7l YIMNUM LOT 42E A;500 4 2AB,)b Si .= --/ 4 I W YIKYUY fRONTAff ]G A).3f YAvrY LYzwrosEw : 'P�\ 'L B"Aal;Z .r.R.s � 1 v ._� i y` MIwwM LOT NDM 1Z9 feoAr YAP n Ln,« I ` Bw tllc .: r la 9DE AND SEIBAW U,,..Ft B ZA.� I u FRONT b' 1B& •(WTAOe� 1IT ur(WEI REv � X YQ3 \ ✓�kYk' �d 1 1 / ' .N.�a C/END L - E •.iW) •3�� MAAYUY BIALDING IO]glF ]5' 45' CAP/— \ : A`Y'A ON:AM: S/\ � .... ll NE&AN/c /,ND �� / i \ �$.• y� � '"/ � � .zg / ��I GENERAL NOTES: v REarm OMEMsk 'ZIDTI & BR ^h•' /.. / / pEmDSB(ffiTOEL11L�0R.5 e.�! 1 Q• YNS,+}� ' ]. ME PROPERtt 5 SNOWI AS UJT 90 q1 ME TOMI DF RYWSTABLE ASSESSOR'S YAP 31q pT`-OF, )DAD ]. ME PROPERTY uxm 9`O NEREd.IAE BASED UPON RANs AND DfFDS CN RECORD AND A w �� Y 03 ✓ TMU)SURY BY AT T..—ENaNNSEE INC.N FEBWARY R Zq T.o'A i w E rB-oN INC.(ME CWgiX)NS DEPICTED NEAEW APE BASED UPW A FIEID SURVEY BY ARANnC oE51 ENONEER& ARY iEBgI Q ZO1T ANS SUIiiFTETIIED BY Ri(RYADW fRCY ME�{,✓ MASSAWUSETTS CEOORAPHx: MAnW SYSTEM ME TORN a BARxSTABU:WOWAENn[ -� uaWMAnW SYSTEM Arm uEWwnW aarYNm EAoI Pueuc REWROS. —TABLEABU:TABLEtt UES NITINI ME RD-1 ZWNO g5TI0CT BASEp UP011 A RENEW a ME roNN W ZWNC YAP. 0 l B. ME PROPERTY lEs MM ME RESWRCE PROTECAW F ME V4 iW AND ME AW6EN W/OH/FND PROIECnW O1SRRlAY g51PoCT BAY➢UPON A RENEN W ME roMN dF BAIMSTABIE ZpUNG YAP. R! T. ME PROPERTY UES YOSILY WHIN ZONE x,AN AREA DfTERENNED TO BE cUTSW OF ME Qzs Rp.ENCEY PARAER (FE-) ROOD In.) UAL ANW FUxpPINK AND PMIINLY W1MIN ZWE x f91ADEDI.Y MFA OF ME DEIUWIIhD YAP 1 LO)/J6 10 BE TNN ME&Zx ANMIAL WANCE RDW BASD)UP A EN iEDEAII. EMEROENtt YANAQMENT AOWCY N9N,wCE MTE M NUYEA Z]OOIC0.TBI EFFECTIVE DAIS—16.=1 & ME PR W DOES NOT 1E MMIN A ZONE U IIETLIEAD PROTECTION AREA BJS UPW A RENEW OF ME YASSAWUSETR OEDatAMIC bifEft—SYSTEM B. ME—Ty UE5 PARnALLY MMIN A—TY HABITAT OF RARE SPEOES BASED UPW A RENEW W ME NAMRAI NDBTAa:AND E]mANffJtm SPEWS PROaIAY YAPS WSDtYED W ME MABSAENUSETTS 4-0C INFORYATNN 5 MK AS SNOMrI HETEaU 10.Mf PROPERTY D NOT UE N1MN AN ESTWAMD NABRAT OF RARE wUxFE BASED UPW A RENEW W ME NATURAL HMTAW AND ENDANGERED SPEOES PROWAM MAPS WSEAYID W ME MASSAWUSETTS CEDGRAPNIC INFg01AD0Y SYSTEM. 11.ME PRWERtt DOES NOT LE MMIN AN AREA W-CAE ENNRIXIMFNTAL CWfERN(AWC) BASED UPW A—oF ME MABSApmSETTS GEOaLPNIL N—SYSEM. 1Z.EUYATICNS WOMN HERE.ARE BAsro UPQI ME NWDT A CAN YERD——OF 1BBB .................. ruw 1BY OWmFAS ESTABIIbfD BY A nO.D GM SURYEY BY AILWnG W(N E-NEER&INC N ..... _.... 2p1& eY_ SCALE +' y' APPLICANT: EXISTING CONDITIONS PLAN �1OL °Rho a«E,e e, SCALE 1•-2D f' JOHN AND MARY LOMBARDO 81 WILLOW RUN DRIVE T d I'1 G® DESIGN ENGINEERS, INC. 27 HOLLOW BROOK ROAD doe NUMBER .—Y aN.by._ 1 PW o-B-n ADWEss caN CDYM WEIMENTs BARNSTABLE, MASSACHUSETTS P.O. Box 1051.Sandwich, MA 02563 (508)888- 9282 APProYAe eY: DATE W NO. BY DATE REN90N WINDSOR,CT 06095-1206 APRIL 26 2017 2903.00 •• w,•.,• •• •,• 111t1L'j H u,. L'1 �.v. .-i-) Jliai 1"11 �J U u! 0 ""CcP.L.aL�lsY Losvr-- ,t Y7�. t IV } f I € I � w. �ay 3. i 8! I if r / j If # / �' f oil . IQ � oF$y CaCMIT r' .o L-r Z,k ` Ler I JI'fxrd�-. nd- s uq 94�,a r 1 JOHN S. Go 17 _o.vJ. ., , SUAv A PPOFESSICNIII..0 SURVEYOR. AMERICAN.SURVEYING COMPANY OO HEREBY CERTIFY THpT TH A60VE MORTGAGE INSPECTION 77 Fluiiftd Ague,&ft 42 Waffim .MA M56 (617)Il3-6M PLAN WAS PREPARED FOR GONNOOTMW[IHA Mxf mow ma ' a e fi. �CtifJl'1 Man .. AND IS NOT MT84DW OR REPRE � Cg n*w SENT®TOWALAIDORP 6a rdift&_ .6 LINT~ IMVEY. NO CORIGM THE LOCATION OF THE ORIGI AT---•� COUNTY fiY OF DEEDS BET. IT BE USED FOR DWEEUM SHOWN HEREON EIT�IER BOOK �T' PAGE � LC Cent# TABLISHWG PENCE. HEDGE 0 WASINCOMPLIANGI=WrFRTHELOCAL PLAN R � '� wo A.cff „at e[�INGI M THELANDASSHOWN APPLICABLE ZONING BYLAWS IN'EF DRAWN PER TOM OF ASSESSORS Hm=N IS BASED ON CLIENT FECTWHEN=6' RUCTED 1A1Iisl Ri: MAP i PARCEL# BATED MSH® iNPdR1VAAPiION AND MAY BE $Pl=TO HOROWrAL DIMENSIONAL DRESS REQUIREIMElm ONLY)`OR IS ET�T SUBJECT TQ FURTHt:R OUT�ALFS, � - TAIQNGS.FASEM WS,ANDRI6tR"S0 mm�=Tm�l� ooR�m WAY. =RESPONSl91LITY 1S EX T30NLiNDERA#1SS.G.LTTilEV1LC ►P_ TEIVDEDHI;RENT�OTHELANDOWNER 40A. SEC. 7. UNLESS 01-HERWISE SUBJECTDWEWNG LIISS IN FLIOM ZONE OR OCCUPANT,IT IS NOT INTENDED NOTED OR MOWN HEAEC!'_A COW AS SHOWN ON NATIONAL FlAOD NCE PRM FLOOD TO BE RECORDS FIRMATORY INSTRUMENT SURVEY INSURANCE RATE MAP DA EDP. ' I q,' lS ADVIsED WHEN STRUC?1IRES Aw.,COMMUNITY_PANEL 46- :r�hei Oa�St'ar C U�Q�iT T SHOWI+� T BE 1. ofti E7Bs FROM j FIELDED PROPERTY Of.' 'AEGUIREO ZONING,, CLIENT Ha # R `=� K; BY J 'iyR- c! G DATE 'S cm.•i ci -t I 9-/7 9Z FA +E i i > Liganson Souctural,Inc. 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ARC Town of Barnstable Building �". MAR&ABLB. `PostedUntil Final�rspectianHas Been`Made £ R . Where a Cert�ficate.of Occu anc s;Re uihedsuch Bu�ldm sl%all Note Occu ied ant�l a Finallns ection has,.been':made Permit lily Permit No. B-18-1029 Applicant Name: David Bushnell Approvals Date Issued: 05/14/2018 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 11/14/2018 Foundation: Location: 81 WILLOW RUN DRIVE,CENTERVILLE Map/trot: 210-056 Zoning District: RD-1 Sheathing: Owner on Record: LOMBARDO,JOHN&MARY T Contractor Na`�me:, �,UAVIU C BUSHNELL � Framing: 1 6�1 Address: 27 HOLLOW BROOK ROAD �, COntr�actor Ucenser. �CSFA-080527 2 WINDSOR,CT 06095 :' { Est ,&j6ct Cost: $ 14,000.00 Chimney: FDescription: Remove house to the foundation. as II Permit Fee: $ 125.00 Insulation: feePaid $ 125.00 Project Review Req: 5/14/2018 Final: F Plumbing/Gas um i as ........... Rough Plumbing: Building Official final Plumbing: h Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six1months af#er'issuance. Rough All work authorized by this permit shall conform to the approved application and theapproved construction documen�si&r'- hich this permit has been granted. All construction,alterations and changes of use of any building and str tures,'shall be in compliance with the local zoby'I ws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for pukilic inspection for the entire duration of the work until the completion of the same. ry 3 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildingland 1, m yrficials are p ovided onkthIs permit. Service: Minimum of Five Call Inspections Required for All Construction Work.", „ Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "PgFserts contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department � -� Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING:.PERMIT APPLICATION Map O Parcel `towN 0,r? � lication �6qYO-7 7 Health Division n D to Issued Conservation Division Application Fee Planning Dept. Permit Fee i 1: Date Definitive Plan Approved by Planning Board DI VI Historic - OKH Preservation / Hyannis Project Street Address 21 W+)1Gw gv+j �(L •. Village C4,6�Xrt2. V1 L, `S Owner 30 AN LOrn 6PC4 DO Address S +'{7-t Telephone coo - 2-14- 35-C-6 Permit Request ► -f-eA,i CO-r� s8ACf- I Z�t,��rL BS c+�F�S, 13('�`�,n f- A& .,,ekrr-s 1,ve-r� Square feet: 1 st floor: existing L 32�proposed --� 2nd floor: existing proposed Total new --� Zoning District Flood Plain Groundwater Overlay Project Valuation 33,oLfF' Construction Type A 14*ffref 4PA711-s Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full JV Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing--'new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER.OR.HOMEOWNER) Name rfin5 Telephone Number "17-2-7 /9 Address I License # 16 �a NGLr, ri? 0 • 6?2-7W Home Improvement Contractor# Email M e215gA @ 6,t:�eg f-N>•.'�Ajaa-ers .teWorker's Compensation # 1/ 3 - 3119 7 V7A -)y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO w4,M &nf SIGNATURE ����'C`� DATE FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. ;t ADDRESS VILLAGE - OWNER I. DATE OF INSPECTION: r FOUNDATION oly FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL � I C: PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING D od3� DATE CLOSED OUT ASSOCIATION PLAN NO. x . CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) ACO® � , 09/08/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PAYCHEX INSURANCE AGENCY INC PHONE No,Ext: 877 362-6785 A,No): 877 677-0447 150 SAWGRASS DR E-MAIL ROCHESTER,NY 14620 ADDRESS:paychexMravelers.com (877)362-6785 - INSURER(S)AFFORDING COVERAGE NAIC# _ INSURER A:THE TRAVELERS INDEMNITY COMPANY OF CONNECTICUT INSURED _ INSURER B: DRY ZONE BASEMENT SYSTEMS INC ` 6 WHITE AVE INSURERC: TAUNTON,MA 02780 INSURER D: INSURER E: - INSURER F: - - - COVERAGES CERTIFICATE NUMBER: 871738919431152 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN,IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR . ` PREMISES Ea occurrence $ MED EXP(Any oneperson) $ - a PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY �D PRO JECT �LOC PRODUCTS-COMP/OP AGG $ OTHER: COMAUTOMOBILE LIABILITY - (Ea clnINGLE LIMIT accident) $ ANY AUTO - - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ' AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED - - AUTOS _ PROPERTY DAMAGE - (Per accident) $ $ - UMBRELLA LIAB OCCUR EACH OCCURRENCE $ ' EXCESS LIAB CLAIMS-MADE - AGGREGATE $ DED RETENTION$ c. $ i A WORKERS COMPENSATION '-N/A UB-3119T67A-14 04/02/2014 04/02/2015 X PER EORH •� AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $1 00,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required)' CERTIFICATE HOLDER CANCELLATION MARY AND JOHN LOMBARDO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 81 WILLOW RUN DR THE -EXPIRATION DATE THEREOF, NOTICE WILL'"' BE .DELIVERED `1N CENTERVILLE,MA 02632 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD _ - The Commonwealth of Massachusetts • '� Department of Industrial Accidents 93) Office of Investigations I Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Sk_f Please Print Legibly OName (Business/Organization/Individual): __. �men} al —� Address: �Q W,,11�e tom/ City/State/Zip: J G?l 3 Phone #: A;Zam an employer?Check the a propriate box: Type of project(required): 1. a employer with Z 4• ❑ 1 am a general contractor and 1 6. New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. . 7. ❑Remodeling ship and have no employees These sub-contractors have g: ❑ Demolition working for me in any capacity. employees•and have workers' 9. ❑ Building addition [No workers' comp. insurance comp..insurance.T required.] 5• ❑ We are a corporation and its 10.❑ Electrical repairs or additions ❑ officers have exercised their I L Plumbing repairs or additions I am a homeowner doing all work ❑ myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no ' employees. [No workers' 13.7 Other comp.insurance.required.] *Any applicant that checks box n 1 must also fill out the section below showins,their workers'compensation policy information. ' Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such..' *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees;they must provide their,workers'comp.policy number. I am tin employer that is providing workers'compensation insurance for my entplovees. Below is the policy and job site information. ; Insurance Company Name:— Policy#or Self-ins. Lie. r: Expiration Date:_ `J Job Site Address: ��Q t`/� City/State/Zip:. 62,&32- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment., as'wehl as civil penalties in the form of a STOP WORK ORDER and a fine , of up to$250.00 a day against the violator.Be advised.that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. •' i do hereby certify under the pains and-pennalties.ofperjury that the information provided above is true and correct. Signature: (r l/ Date: Phone A: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License #s Issuing Authority(circle one): 1.Board of Health 2.Building Department'3.City/Town Clerk 4. Electrical'Inspector 5.Plumbing Inspector .6.Other µ Contact Person: Phone#: �'ME l ti Town of Barnstable Regulatory Services � ' ,er g; Richard V.Scali,Director r� ca Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, J091V Le-I"NitDd , as Owner of the subject property N1� u/t Wl�cati fir,/ .. hereby authorize 2C, 1 V/+4 fl„vk-f SAS rf Al 5 to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Sibature of C6kder - Signature of Applicant k' ,li rf Lim BIkQ i7o Q�15 3 r— wf IG"x Print Name `, Print Name Date QTORM&O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services P�oY cHe Tc1ty� Richard V.Scali,Director r t • Building bivision Tom Per Building Commissioner y Mass. rye g 200 Main Street, Hyannis,MA 02601 TFb µA't a www.town.barnstablema.us Office: 508-862-4038 Pax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1 The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,RuIes&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Iicensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFU-ES\FORMS\building permit forms\EXPRESS.doc Revised 061313 122 -.. .✓1L' l4'onz T/'elYl2raeCG�fl2 P/�/('�l(1GtGc•�CCJetr` ffice of Consumer Affairs&Business Regulation F ME IMPROVEMENT CONTRACTOR Registration: 160052 Type: _ Expiration::z611912016 r Supplement C DRY ZONE BASEMENTSYSTEMS, INC. , MELISSA WILCOX 6 WHITE AVE TAUNTON,MA 02780 Undersecretary. , �. Massachusetts -Department of Public Safety r ' Board of Building Regulations and Standards Construction Supen•isor License: CS-106225 N£ELISSA WILCn-v 33 SANDY HILL Ravnham MA 0276' F _xPiration Commissioner 02/23/2016 Project: �' ;: J Lombardo '81 Willow Run Dr Centerville, MA 02632 . Foundation Loading Calculations, and Pier Calculations _ ' Contractor: DryZone Basement Systems 6 Whites Ave. TAUNTON, MA 02780 Calculations Prepared by: Scott Murphree-Roberts, 'PE Massachusetts License No.49818 OF MgSS90 f M.S. y MURPHREE- m y mw ROBERTS - CIVIL No.4981 !p E • `Date: September 25,-2014 - Hayman Engineering 205 Park Central East, Ste 412 -Springfield, MO 65802 (417) 831-5550 engineer@haymanengineering.com + ' HE14090036 _ Page 1 of 3 a f _ Design Notes r ; Owner: Lombardo Address: 81 Willow Run Dr City,State,ZIP: Centerville, MA 02632 PN: HE14090036 '• 1 These calculations provided in support of,a contract between the contractor and the owner. The calculations are to provide engineering_design and review of the proposed scope of work provided in the terms of the contract.This design represents a proposed solution agreed upon in the contract used to address the areas of concern identified to'the engineer. _The owner should be alert to possible changes to the condition of the structure and continue to monitor the building's condition: 2 Hayman Engineering warrants that this design is based on sound engineering principles but makes no warranty or guarantee regarding thework performed by the Contractor. p 3 This design is based on information supplied by the Contractor.'Field verify that ` no system's placing violates the notes in this'd raw ing set. 4 Install the system shown in accordance with the manufacturer's"recommendations. ` 5 The building weight assumptions used to calculate pier load are estimates. 6 Drive each pier until a slight,lifting of the building occurs to indicate that the structure's load has transferred from the soil,to the pier. Do not lift or.drive.past the load transfers ' point as damage may occur to the foundation or to interior and exterior finishes. ,, Page 26f 3 `'. i SmartJack Calculations Owner: Lombardo + Address: 81 Willow Run Dr 1 City,State,ZIP: Centerville, MA 02632 PN: HE14090036 Calculate Loads on Smartlacks f' ; Wtot= 24'ft,width between supports , %= 50%'percent carried by SmartJack " Wsj = 12 ft,area that contributes load to SmartJacks " Loads: ' Floor Live: 40 psf Floor Dead: 15.psf No Stories: Roof Dead: 15.psf Snow: 25 psf Ltot= 95 psf,total load on beam" PLF load on beam supported by SmartJacks Lbeam = 1140 plf,Wsj x Ltof Total load on each SmartJack: ` Qtot=Lbeam x span between jacks Span= 5.ft Qtot= 5,700 lb Smardack Cap= 18,060 lb Load on Smartlack is OK ° Check bearing pressure on soil. a Qtot= 5,700 lb,from abovep k Ftg size= 2.00-ft square-' ,. .. Ftg area= 4.00 sf , Soil pressure= 1,425 psf,Qtot/Ftg area Max desired = 1,500 psf F' y, , Soil pressure is OK a s '' , ...' .. yr. . �,•. �` .• e `: -Page±3:of3 H�AYMAN ENGINEERING E'N.GINEERINs DONE RIGHT. NOW: CODE NOTES: Model Code: International Residential Code, R301.20) Contractor shall meet all local, state, and federal building code requirements. GENERAL NOTES .1. This document set contains-an- engineering design that, addresses specific areas of a .foundation needing repair. .The areas addressed are those of greatest concern to-;• ' the owner. The scope of work may not address'all areas needing attention: Additional work may be'added.to -the ( oc contract for construction when deemed 'appropriate and a I -dependant on the result's of initial work. The owner should be alert to possible changes to' the condition of the structure and continue to,monitor ;the building's condition. I ti 2.. Hayman Engineering warrants that this design is based on sound engineering principles but makes no °warranty or ` guarantee regarding the work performed by the _ Contractor. - vA Detailedt w "' . 2 Work Area 3. This design 'is based on information supplied by the Contractor... Field verify that no system's placing violates' `• the notes in this drawing set. ' 4. Install the system shown in accordance with the A Site 'La out j manufacturer,'s recommendations. scatE lvrs 5.V Contractor is responsible for:obtaining.all permits. _ ..H AY M A N­, . E N G 1 N E E R 1 N G I N'C ■ These drawing's are subject AF r ;-to the Hayman Engineering OF Mqs 205 Park Central East, Suite 412• Springfield° MO'65806 NCH�P Sq Terms and Conditions M.S. oy M.S. Murphree—Roberts, Registered Professional 'Engineer; Lic. No: '49818 o MURPHREE m Phone: (417) 831-5550 hfeorders@haymonengineering.com g COVER g Fax: 417 '831-5551 www.ha manen ineerin coin ROBERTS + ( ) Y 9 g. Ov CIVIL FOUNDATION WORK BY: Owner: -Lombardo No.4981 DRY , ZONE BASEMENT , SYSTEMS Address: 81 Willow Run Dr. o �, _ Centerville, MA'02632 /0 E 6 WHITE AvENUE, Job No.: HE14090036 ' r TAU N T O N. MA 02780 : Date: 09/25/14 Dwn By: CLD Chkd By: SMR 09/25/14 1 -800-292-1 447 GENERAL NOTES 1. System spacing is based on the following notes and assumptions. If field. conditions differ, notify.,Engineer before placing Smart Jacks. 2. Structure: CRAWLSPACE LEVEL FOUNDATION: - Foundation:'8" thk. cons./CMI EXISTING INTERIOR PARTITIONS NOT SHOWN wall w/ 24Wx12D spread footing BEAM — Ext. siding: vinyl/wood Roof: asphalt shingles 011 3'-0 5'-0" 3—2 - Exist. structure is generally in TYP good condition.. — — — --_ _ - - © O .® O 10 11 12 13 0 A EXISTING B 3 BEAM EXISTING 3 O1 0 O3 O' CHIMNEY - - - SMART JACK w/CONC. FOOTING 4.-0" NEW 18' 2x8 TYP Lo TYP PRESSURE TREATED A Detailed Work Area- 2 SCALE. NTS H AY M A N E N G I N E E R I N G ? I N C ■. These drawings are subject OF M to the Hayman Engineering �P��H gSs9 205'Park Central East, Suite 412, Springfield, MO 65806 o - Terms.and Conditions M.S. �y M.S: Murphree-Roberts, Registered Professional Engineer, Lic. No. 49818 MURPHREE- (P Phone: (417) 831-5550 engineer@haymonengineering.com PLAN ROBERTS Fax: (417) 831-5551 www.haymonengineering.com CIVIL C ' FOUNDATION WORK BY: ' Owner: Lombardo A No.4981 D`P.Y ZONE BASEMENT SYSTEMS Address: 81 Willow Run 02 �. - Centerville, MA 02632 /p E 6 WHITE AVENUES Job No.:,HE14090036 - TAU N TO N MA O 2 7 B O Date: - 09/25/14 1 -800-292-1 447 Dwn By: CLD Chkd By: SMR 09/25/14 - . . SMART JACK SPECIFICATIONS: Foundation Supportworks Model 288 Smart'Jack System(tm) Crawl Space Stabilizer SJ288TP Top Plate SJ100ATR All Thread,,Rod EXISTING SJ288TI Threaded insert FLOOR JOIST EXISTING SJ288T36 (or 84) Tube 2.88" OD x FLOOR JOIST 0165': wall x 36" (or. 84") long field cut to length,'triple-coated inline galvanized:- Yield strength = 50 ksi min.,.Tensile strength'= 55 ksi min. NEW 2x8 PRESSURE TREATED BEAM EXISTING BEAM SJ288BP Bottom Plate EXISTING BEAM SISTERED TO EXISTING BEAM (2) 2x8 2. Contact engineer if supplemental 4 NAILS INTO BEAM ADJUSTING 4 NAILS INTO BEAM beam supports load bearing walls or' NUT columns or if.span exceed-those- -A I DJUSTING NUT, 3.5"X3.5 BOTTOM PLATE 3.5"X3.5" BOTTOM PLATE .listed. WET SET INTO CONCRETE' WET SET-INTO CONCRETE . SMART JACK rSMART JACK 2'x2'x12" CONCRETE PAD 2'x2'x12" CONCRETE PAD INTO UNDISTURBED SOIL ',., INTO UNDISTURBED SOIL. A Detail — .Smart Jack w 'New `Beam B Detail Smart Jack ` 3 SCALE.- NTS 3 SCALE.- NTS "'H AY M A N E N G.I N E E R I N G q I N C. These drawings are _subject. '. to the Hayman Engineering Terms �H of M 205 Park Central 'East, Suite'412. Springfield, MO 65806 ' �P� ASsq ' - and Conditions M.S . Murphree-Roberts, Registered-Professional Engineer, Lic. No. 49818 � .`Phone: -(417) 831-5550. _ engineer@haymonengineering.com f. DETAILS MURPHREE_ m - Fax ROBERTS .: (417) 831-5551 www.haymanengineering.com 0 CIVIL FOUNDATION WORK BY: " No.4981 Owner: Lombardo • Address: 81 Willow Run Dr.', ° DRY ZONE _BASEMENT SYSTEMS Centerville, MA 02632 �o E �` 6 `'WHI.TE AVENUES ' ' _ Job No.: HE14090036 ,, TAU NTO N q M A 'O Z 7 8❑ Date: 09/25/14 Dwn By: CLD - Chkd By: SMR'. 1425 1 -BOO-292-1 447 - 09/ / I Foundation SupportWorks of New England � ��rf Of 11 fr, t1�f,Olniy _ Derek Ricer Known Best for Being Better,. www.foundationrepairnamn-gland.com.,1110 w (877)379-0709(508)822.1811 6 White Ave.,Address 2 / Taunton.MA 02780 FAX:(508)822-2770 _ MA#169712 RI#35064 PROPOSAL DATE: 08/19/2014 EMAIL: Jpfish@comeast net. 0 SUBMITTED TO: John Lombardo HOME: 860-214-3906 ADDRESS: 81 Willow Run Dr.Centerville MA 02632 WORK:' JOB LOCATION: 81 Willow Run Dr.Centerville MA.02632 CELL: FAX: \ Crawlspace System Features 8'Extension � Wait Excavation 0.5' I� �ltdSjALLATiOAi GATE: Goo-Lock Anchors t8"x16"Earth Anchor F � W PierExcavation0-5' w Hide-A-Way Cover Hide-A-Way Anchor SentrySeai � ' Tightening Kit-GL Exterior Drainage i Helical Anchor 8"Helix Lawnscape OuJet Helical Extension 3' Footings 13 ! ttt Power8rac a 8' Custom 2 i ,: R rir re 9 X i 9 Joist Reinforcement 12 Custom 3 Cross Beam Support I Custom 4 Tightening Kit-PS Custom 5 I CarbonArmor Custom 6 3"Push Pier Standard Bracket Custom 7 3.5"Push Pier ; Custom 8 .. I4"Push Pier --. DETAILED DRAVANG ATfACHEO I. Custom 9 3"Helical Pier Standard Bracket Custom 10 ( - � ' Type of wall: BlGx:k,P'oureGi Concrete 3.5"Helical Pier ; Custom 11 I _v____ Existing wall finish: Slab Pier Push Custom 12 _ Existing floor finish: Void Fill Custom Cast-In-Place Fooling Custom i4 Total depth per pier included in price- Supplemental Beam 18 ( Custom 15 ; Each add'I loot atadd'I cost of: Drywall Removal i Custom 16 We Propose Concrete R&R Per Anchor Custom 12 To finish material B WWI-compiete In 8r=,Wnrm will aDovo I . i spedficafions;ror tho sum or SmanJadc f-3' t3 I Custom 18- � � i Expansion Joint Custom 19 MyBasement Price $ 0.00 Permits&Engineering Custom 20 --�. MyCrawlSpaCe Price $ 1 i4455.00 MySlab Price $ 0.00 Total Contract Price S 11445.00 Depose Required 30 % S 3433:50 i Deposit Paid S 0.00 Cue Upon Installation 5 11445.00 Any alteration from the abova specifications and corresponding price-adjustment(if necessary)will be made only at the Customer's request or approval.Completing the work in this Proposal at the time scheduled is contingeiit.upon accidents or delays beyond our control.This Proposal is based primarily on the Customers description of the problem:This Proposal may be withdrawn if not accepted by the Customer within 1.20days. Authorized signature: r Date 0 illd Acceptance of Contract—I amlvde are aware of snd'agree to the contents of this Proposal;the attached Job Detailsheet(s),and,the attached Limited Warrranty.'(together;the"CoritractI..You are authorized to do the work as specified in the Contract.IJwe will make the payment set forth in this Contract at the time it is due Ihve wiIFpay your service charge.of 1 1130%i per month(16%per annum)if'mylour account is 30 days or more Past due:plus your attorrtey's:fia and.costs to collect and enforce this Contract. Signature X ' Date Customer has received a cop of the; ,. �X "Foundation Repair Science book,441 `, Signature Date 'PAGE t OF 5 JOB LOCATIOW 81.Willow Run Dr.Centerville,MA 02632 ..w. .NW LABELS: SPECIFICATIONS:. 1,Install sister joists to 10{12'x2"xe yin addition area for reinforcement.2.Install Smart.iack supports as indicated on job drawing to support the floor joist system above.3.Install a'supplemen'tal beam as indicated on job drawing.4.Acquire appropriate permits and engineering as per-focal building code.5,Pour 2'x2'xl'footings for jack placement. CONTRACTOR WILL: 1,Attempt to lift the foundation,but,is not responsible for cosmetic damage that may result;(Achieving lift is not:guaranteed) r CUSTOMER WILL_ ADDITIONAL NOTES: 1.Add one 18'2"x8"pressure treated beam to existing to make triple wide. ;Z'Sister 10 12'(2''x8")joists-f6r stability and add joist,hangers. 3,Pour 13(2'x2'x1')footings forjack placement., .. _.. .. ..4 t - m.^ ..:. ... a PAGE 2 OF'.5 I DryZone Baserrient Systems crtficIn�y t Derek Rice Known Best for Being Better? www.dryzonebasomentsystems.com (800)292-1447(508) 822-1811 1 6 White Ave, Taunton,MA 02780 FAX'(50B)822-2770 n., MA#16W52 Ri#31473 PROPOSAL DATE: 08/21/2014 EMAIL: jjlfish@corticast.net SUBMITTED TO: John Lombardo HOME: 860;214-3900' ADDRESS: 81 Willow Run Drive Centerville MA-62632 WORK: — +"� JOB LOCATION: 81 Willow Run Drive Centerville MA 02632 CELL; FAX:Featu res -- System res ClsteSpaceeatu es 1�1850 iawnScape Oubet F'APPRn. INSTALLATION DATE: APPROX,COMPLET10hl DATE; Saving Energy ! SmartDrain rwua:haa em3�f191i oer.+>m:t+4a, S Ultimate Energy Savings { I RainChute �- Wrap Piers 21 Rairchute E2 CleanSpace Drainage Matting 1300 LawnScape EA CleanSpace Vent Covers 8 Sma—ck EverLast Door { SaniDry CX Evariast Access Well Sanmty Upright °w .� r (heTunL Crawl-O-Sphere _ t"L nSpace Wall Cap. 8 Outside Discharge TerraBibcic Joist BaylnsutaUon t80SilverGlo Remove Tub/Repiace Floor 1 N ! Smadpipe 202 Paint Gas Line t i Debris Removal �4 Mold-X 11& Regrade for Drainage 3 PCD 1 € SmartSump custom 1 TripteSafe 13 Custom 8 ? ' - DETAJLED DRAWING ATTACHED Super$ump Custom 5 UliraSump j � iN2 PtOpOSB UliraSum To fNsh material&loor•WInOato in acwre anoe tlnth above 6 specificalios,for the sum of ru y tin erstan an3—accept the trans era to warranty provided,which covers only the areas of thebasement addressed and does not cover water damage.Partial perimeter- I MyBasement Price $ 0.00 systems carry a limited warranty.Sump.pumps are covered by a separate manufacturer MyGrt WlspaGe Price $ 21603.90 warranty.Installation of the system does not include painting,finished carpentry,extending discharge lines,electrical work,or replacement of floor tile or carpeting.Contractor cannot Total Contract Price $21603.90 be responsible for frozen discharge lines without an loeGuard,condensation,damp spot Deposit Required 30 % $ 644.17 discoloration,water once pumped.from house,window well flooding,or fuel tanks or lines. Deposit Paid $ 0.00 Customer shall grant contractor 60 day right to remedy any,problem.after reported. i Due Upon Installation S 21603.96 Homeowner responsible for moving objects away From walls and back again Some dust i should be expected from work.Payments to be made in full upon completion,All material Is guaranteed to be as specified:Ail work to be completed according to the standard Customer has received a Capy of the"Dry X practices.Any alteration from above specifications will be executed only upon written Baseman t Science,or"Crawl Space orders,and will become an extra charge.Ali agreements contingent upon accidents of Science book' 41 MIA- delays beyond our control our workers are fully covered by workmen's Compensation A full perimeter system was recommended lf�� Insurance,Homeowner assumes all responssibility for damages due to breakage of any A TripieSafe Pump ng System was. hidden fuel/utility service lines,though we will do our best to avoid such damage.All recommended proposals based primarily on homeowners description of problem.Warranty does not cover Customer is aware of warranty water damage,This proposal may be withdrawn by,us ifnot accepted within 120 days. Type of wall: Btook,Pourad Concrete Seller's Signature_ Li, nateo` Existing wall finish: Acceptance of Pro sal--The above pnces,specficatians>conditions and separate warranty Existing iloorfinish: aresatisfacjory and.are hereby accepted,-You are authorized to do the work as specified.Payment wilt Discharge tine length away from house: be madeas outlined above. Buyer's Signature; Date Yj Approximate-wait sgft: 0, Wail helghi ft: 0 Buyer's Signatu ." Date 'PAGE,1 of 6 JOB LOcA-nON:81 Willow Run Drive Centerville, MA 02632 T� ' } ZA t N-1 Cx ' f i • r ,a LABELS: SPECIFICATIONS: 1.Install TripleSafe pump system with twin liner,113 hp cast iron primary AC pump,112 hp rest iron AC back-up pump,and UltraSump battery back-up pumping system with charginglcontroi box with alarm,'arid 120 amp sealed maintenance free battery.,includes 3 CleanPump stands,airtight lid with airtight floor drain,and WaterWatch alarm system. 2.Insta11 IceGuard to preventfloods from frozen discharge line. 3.Install LawnScape outlet at end of discharge line. a.Install vent covers over vents: 5.Install SmartPipe in crawl space to identify future plumbing leaks. 6.Install SaniDry CX Air System to keep humidity low. 7:Install CleariSpace WallCap to seal the top of block wall in crawl space, 8.Discharge Line. 9. Install CleanSpace crawl space encapsulation system in area shown. 10.Install CleanSpace Drainage Matting under tleanSpace liner, 11.Wrap :the bottom of piers. 12.Regrade drainage to direct water seepage to sump system. 13.Outside discharge will run 50'through tree line draining into 'pond that is on the Iproperty of home owner. 14.Install SilverGlo insulation is rim joist bay to keep cold air from entering and hot air from leaving home. �15.Tub will be taken out by DryZone,floor and joists will be.replaced.Removalseplaoament of plumbing and the will be the responsibility of the home owner. 16. CONTRACTOR.W I-L; CUSTOMER VVILL: PAGE 2 OF 6 r A Smart JackT"" Crawl Space Stabilizer The Foundation SupportworksT`", Inca Smart JackTI is a supplemental support system for crawl space applications. The Smart Jack TM effectively supports sagging beams and floor joists caused' by: • length of span greater than spanning capability of the members, • floor load added after construction, exceeding design values,,and • weakening of members,over time due to'high moisture and 'rot. The Smart JackT"" may also be used as a supplemental column support where an existing column and pier foundation has settled. _ Technical Specifications SJ35OTP(Top Plate): 0.50" x 5.00" x 6.00" plate and 1.75" OD x 0.25" wall x 1.375" long confining ring, zinc plated. Plate yield strength =36 ksi (min.),tensile strength = 58 ksi (min.).. Confining ring yield strength =35 ksi (min.), tensile strength = 60 ksi (min.). SJ125ATR (All Thread Rod): 1.25 diameter x 10" long.with welded heavy'hex nut, zinc plated. Yield strength =70;ksi (min.), tensile strength =85 ksi (min.). SJ350TI (Threaded Insert): 3.50" OD x 1.00 long machined and tapped insert, zinc plated. , Yield strength =56 ksi (min.), tensile strength =90 ksi (min.). . SJ350T36, SJ350T60, SJ35OT84 (Tube): .3.50" OD x 0.165"wall x 36", 60", or 84" long field cut to length,triple-coated in-line galvanized., Yield strength = 50 ksi (min.), tensile strength = 55 ksi (min.). SJ350BP (Bottom Plate): 0.50" x 3.50" x 3.50" plate and 3.125" OD x 0.187" wall x 1.50" long ring, zinc plated. Plate yield strength=36 ksi (min.), tensile strength = 58 ksi (min.).•Confining ring yield strength = 35 ksi (min.),tensile strength = 60 ksi (min.). a !, SJFTG (Precast Concrete Footing): Typical base dimensions approx. 12" x 12 Exact dimensions vary with manufacturer. Item purchased at local building supply center. r 1-800-281-8545•;wuuw.foundationsupportworks.com 1 'Corporate Headquarters: 12330 Cary Circle•Omaha,,NE 68128 02009 Foundation Supportworks,Inc. Page 1 of 4 Doc.08FSI-002-Rev. 1 f Figure 1: General Arrangement W Existing Floor Joists Top Plate (SJ35OTP) Timber or Steel Girder 01.25"Al-Thread Rod (SJ 125ATR) Threaded Insert (SJ350TI) 03.50"Tube Precast Concrete Footing Field Cut to Length 4, (SJ35OT36,SJ350TS0, j or SJ350T84) Bottom Plate (SJ350BP) Well Compacted Crushed Storms or Recycled Concrete by Contractor Typically 2'-0"SQQ..fix-2'-0"DP. �. . .. z�� z wusung ri>�/ ✓' /, ✓ ✓ / >/i /Soil \\,o v A/ \\' / IN %'•,ram' /r:� � 1800-2818545 www.found ationsu ortwarks:com Pp ' Corporate Headquarters: p - 12330 Gary Girde•Omaha,NE 68128` 02009 Foundation Supportworks,Inc. Page 2 of 4 Doc.08FSI-002-Rev. 1 t Allowable Capacity :. The allowable system capacity of the assembled`Smart Jack"' steel components is 30 kips (30,000 pounds). Axial compression tests completed at an independent laboratory on the assembled Smart JackT"' system, with and without a precast concrete footing, resulted in ultimate values between 56 kips and 90 kips. While the rigidity and strength of the Smart Jack TM components benefit installation and•overall product stability, the allowable load applied to the Smart JackT"" system will nearly always be limited by the bearing capacity of the existing soil. The well-compacted crushed stone or, recycled concrete base is a proven method to increase support for the higher bearing pressure - condition immediately below the concrete footing, and then to absorb-and distribute lower pressures to the existing soils. Should,settlement of the Sma'rt Jack TM system occur, adjustments are made easily by extending the all-thread rod. - The Smart Jack'm is designed to support axial compression loads only. The Smart Jack TM should not be used in applications where the system is intended to resist lateral loads'. CorrosionProtection , The tube steel used for the Smart JackT"" is manufactured with a triple-layer, in-line galvanized Y coating. This coating process consists of: (1) a uniform hot-dip zinc galvanizing layer; (2)an intermediate conversion coating to inhibit the formation of white rust and enhance corrosion resistance; and (3) a clear organic top coating to further enhance appearance and durability. The inside of the pier tube also has a zinc-rich coating. F 4 The remaining steel components of the Smart JackTM; i.e., SJ350TP, S1125ATR, SJ350TI, and SJ350BP come standard as zinc-plated in accordance with ASTM B633, "Standard Specification for Electrode posited Coatings of Zinc on Iron and Steel". 1-800-281-8545"•www.foundationsupportworks.com Gorporate Headquarters: 123.30 Gary,Gircle•Omaha, NE 68128 02009 Foundation Supportworks,Inc. a Page 3 of 4 . • • Doc.08FSI-002-Rev. I , �i Design Guide TOTAL SPAN SPAN 1 SPAN 2 AY f i Existing Structure .4 Smart Jack New Timber Girder System Step 1- Determine the load which will be supported by the Girder in pounds per linear foot: Girder Load (plf)_(Span 1(ft)+Span 2(ft))x Floor Load (psf)-2 ' Note 1: Typical residential wood-framed construction may have an approximate floor.load(dead load+live load)=55 psf Note 2: This equation assumes a floor system which does not support any load bearing walls or columns. s Step 2- Determine the load on`the Smart Jacks'"by multiplying the calculated Girder Load (plf)by the spacing of the Smart JackSTM: Smart Jack'"Load (Ibs)=Girder Load(plf)x Smart Jack'"Spacing(ft) Step 3- Verify that the calculated Smart Jack'"" load is less than the allowable capacity provided by the well- ' compacted crushed stone base and the bearing soils. Note 3: Without a detailed soil investigation,typical installations should assume no more than 1,500 psf allowable soil bearing pressure. This would equate to an allowable soil capacity of 6,000 Ibs for a 2'x2'poured concrete footing or a 2'cube of well- compacted crushed stone. Extremely soft soils may prohibit the use of a crushed stone base or require that a larger poured concrete footing be utilized. Step 4- Size the new girder by entering the table below with both the Smart Jack'"Spacing(ft)and the calculated Girder Load(plf). Choose a girder that has an Allowable Load(plf)greater than the calculated Girder load (plf). Girder Allowable Load(olf) Girder Size ,oft 5°ft6 ft 7;ft: (3)—2x8 1,170 '750 .520 380 290 (3)—2x10 1,760 1,120 780 570 440 (3)—2x12 2,360' 1,510 1,050 770 590 (1)—4 x 6. - 850 550 380 280 210 (1)—6 x 6 1,030 660 460 330 250 Note 4: Table assumes Douglas fir Larch—No.2 or better Step 5- If the required girder size is undesirable,adjust spacing of the Smart Jacks'""and'return to Step 2. 1-800-281-8545•www.foundationsupportworks.com Corporate Headquarters: 12,330 Cary Circle•Omaha,NE 68128 " 02009 Foundation Supportworks,Inc. Page 4 of 4 Doc.08FSI-002-Rev. 1 0 Z NOTES: N o 4.00 1. SEE LATEST REVISION OF DRAWING "FSI-MATERIALS" FOR MATERIAL C) DESIGNATIONS AND MINIMUM MECHANICAL °' mo PROPERTIES. u) O 0 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN � a) z ELECTRODE. 2 u- c 0 o 3. FINISH TO BE BRIGHT ZINC COATING PER @ Q � o ASTM B633. a a a> a> U O _ _ - 2 v } 4 x 00.25 Q o g H 0.50 00 O O 00 C.0 ■ o W Z 0.50 I s 1.50 OD x 1.00 ID m SMOOTH SEAM AT ID' ■ x;* O CENTERED ON PLATE 0O o U N ■ c o U00o PLATE 0.25 x 4.00 x 4.00 (h L (22 C) O 3/16 i ai C o n r o � co M i � ( Y 00 Lo 00 0 N cu Mn aU) �� 0 U z z Q O � J O r Q - w � � w � a a a U) O _ o z 0 Q U p o z _ Z) z _ c cn M O 4 w c ou- w o O U) ALL THREADED ROD W/ a; 1.00-8 UNC 2A ROLLED THREADS t° E MATERIAL: FSI-S-200 m 2 Q 0 THIS SIDE 2 PLACES 3/16 1 0 # co 00 a w — C -r _ ■ E -n } a oLo ai o0 o — U N ao ■ o C)5101 HEAVY HEX NUT co ASTM A563 GRADE B OR BETTER OR N ASTM A194 GRADE 2 OR BETTER OR � ✓�✓ r SAE J995 GRADE 5 OR BETTER r ( o r NOTES: L j CD — a> 1. SEE LATEST REVISION OF DRAWING"FSI-MATERIALS" Q FOR MATERIAL DESIGNATIONS AND MINIMUM p r MECHANICAL PROPERTIES. 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 v� LATEST ISSUE WITH E70-XX MIN ELECTRODE. Q F ` 3. FINISH TO BE BRIGHT ZINC COATING PER ASTM B633 CD cB r - WITH THICKNESS CLASS Fe/Zn 8. -tIf .2 i—cA Q� z Z WEIGHT= 1.5 LBS a cr U) Z 0 Y O o ce) a cnO i) mo a U z 0.50 0.50 u- p o co z - O U N O p _o g cLi z o M m C :5 (A LL C MO LLO U) H o u- Q C +I � N f6 E C N Q H r T1 - +—L - ._ dam' O N t I !r O N C7 0 � / o W ■ E Lo O � O 5op i U N• ' F o oM 1 1.00-8 UNC 2B OVERSIZE THREAD TAP 0.012 I N o TO ACCEPT PART# N � SJ100ATR p .. (D (D -a a) ai cu = NOTES: o U) 1. SEE LATEST REVISION OF DRAWING "FSI-MATERIALS"FOR MATERIAL .2) DESIGNATIONS AND MINIMUM MECHANICAL J PROPERTIES. Y 00 ON 2. FINISH TO BE BRIGHT ZINC COATING PER ij N o_ ASTM B633. Cu .L � � � Ea>i aU) �cn0 WEIGHT: 33.4lbs z z a c 0 Y Lu U N N � -60 O U Z d a (n O p N z N O 84.00 C Z o c D z D N M O c o cl) 2 6 L.L N +1 c N ai ca E c Z6 a� --------------------------------- -- Q 0 �(7 ---------- -- - - --------------------------- ------------------------------------- 00 SEE NOTE 2 o N ■ 00 w z C m ■ E Ln \ 2.875 OD x 0.165 WALL o OLo CONTROL FLASH AT ID-SEE NOTE 2 CO i � o U N ■ c CD o � 00 CD (D �J V M � cM O r �d N O N O W m a� NOTES: ai s . o Y 1. SEE LATEST REVISION OF DRAWING C) "FSI-MATERIALS"FOR MATERIAL DESIGNATIONS AND MINIMUM MECHANICAL PROPERTIES. 2. MEASURED DIMENSION AT INTERIOR INCLUDING 00 WALL THICKNESS AND WELD FLASH SHALL BE 2.520 OQ W MINIMUM. 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