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HomeMy WebLinkAboutBLDR-26-66 application m FEB 13 2026 ONE & TWO FAMILY ONLY- BUILDING PERM Town of Yarmouth Building Department pg Y9# 1146 Route 28,South Yarmouth, MA 02664-4492 �"� 508-398-2231 ext. 1261 Fax 508-398-0836 f 0 j . " _i. C! Massachusetts State Building Code, 780 CMR .,. ==: £ ",',f Building Permit Application To Construct, Repair, Renovate Or Demolish \y / a One-or Two-Family Dwelling 'gPOR,teo •� This Section For Official Use Only Building Permit Number: BLi.. 02,6, - (, Date Applied: Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 21 Her4age Drive West Yarmouth.MA 02673 017 013 I.la Is this an accepted street?yes), nod Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R•25 Residential 24,157 178.51 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 30 41.2 15 45.5 20 48 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public III Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system • Check if yesi SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: James M.Igoe Somerville,MA 02143 Name(Print) City.State.ZIP 40 Skehan Street 617 921 0433 lames.igoe®att.net No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction NI Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units 1 Other 0 Specify: Brief Description of Proposed Work2:Destruction of a residentual single fame y home SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $380,000 1. Building Permit Fee:$ Indicate how fee is determined: 0 Standard City/Town Application Fee 2. Electrical $20000 ❑Total Project Costa(Item 6)x multiplier x 3. Plumbing $20000 2. Other Fees: $ 4. Mechanical (HVAC) $30000 List: 5.Mechanical (Fire Suppression) $0 Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $450,000.00 ❑Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS 064073 3-25.2026 Day.d Veelenturl License Number Expiration Date Name of CSL Holder List CSL Type(see below) 15 Marks Way No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.ft.) Carver,MA 02330 R Restricted I&2 Family Dwelling City/Town.State.ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 508 221 1179 weels@yahoo.eom I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes N No... 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorizeoavid vee1enlud mm to act on behalf, in all matters relative to work auth ized by this building permit application. Arms (1'7W J_6C/t- �— February 8,2026 Print Owner's Name(Electronic nature) Date SECTION 7 OWN 'OR HORIZED AGENT DECLARATION By entering my name below, I hereby attest under the ins and penalties of perjury that all of the information contained 'n this application is true and accur to to the b t of my knowledge and understanding. 4,16 f - f February 8,2026 Print Owner's or Authorized Agent_s_Name(Elec ic Signature) Date NO S: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 2302 (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) 1852 Habitable room count 7 Number of fireplaces 1 Number of bedrooms 3 Number of bathrooms 3 Number of half/baths 0 Type of heating system forced hot au by gas Number of decks/porches 1 Type of cooling system gas Enclosed 0 Open 1 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts =.9r.a Department of Industrial Accidents Office of Investigations I =}�1' Lafayette City Center E =a 2 Avenue de Lafayette, Boston,MA 02111-1750 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):David Veelenturf Address:14 Marks Way City/State/Zip:Carver, MA 02330 Phone#:508 221 1179 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. Q New construction listed on the attached sheet. 7. ❑Remodeling 2.0 i am a sole proprietor or partner- ship and have no employees These sub contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' t 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing 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 an,an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: _ Expiration Date:3-25-2026 Job Site Address: City/State/Zip: 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$1,500.00 and/or one-year imprisonment, as well 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 c O der ttheepp ins al -'/,lalties o perjury that the information provided above is true and correct.fr A7v _ '. .A Date: February 8, 2026 Signature: Phone#: 508 221 1179 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): 10Board of Health 20 Building Department 30City/Town Clerk 4.0 Electrical Inspector 5D'lumbing Inspector 6.0Other Contact Person: Phone#: ,0 Yqt., TOWN OF YARMOUTH � �GtkJ- Office of the Building Commissioner kft 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1260 Fax 508-398-0836 DEMOLITION DEBRIS DISPOSAL APPLICATION Pursuant to M.G.L. c.40 §54 and 780 CMR Section 105.3.1 #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at. 1' 14c('i '' 66 Dr% L.. ( c Y -4-71- Work Address Is to be disposed of at the following location: /4C/10.--(1* Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter , §150A. February 8, 2026 ignature of Applicant Date Permit No. Home Energy Rating Certificate Rating Date: Projected Report Registry ID: Based on Plans Ekotrope ID: 2RJra4G2 HERS® Index Score: Annual Savings Home: Your home's HERS score is a relative 21 Heritage Dr 0 4W Yarmouth, MA 02673 performance score.The lower the number, the more energy efficient the home.To ` Builder. learn more, visit www.hersindex.com *Relative to an average U.S.home James Igoe Your Home's Estimated Energy Use: This home meets or exceeds the Use tMBtul Annual Cost criteria of the following: Heating 22.9 $601 Massachusetts Stretch Code-New Construction Cooling 1.2 $11 1 2018 International Energy Conservation Code Hot Water 9.2 $218 2015 International Energy Conservation Code Lights/Appliances 16.8 $1,333 2012 International Energy Conservation Code Service Charges $0 2009 International Energy Conservation Code Generation(e.g.Solar) 0.0 $0 2006 International Energy Conservation Code Total: 50.1 $2,263 HERS Index Home Feature Summary: Rating Completed by: ,illt, MreE s, Home Type: Single family detached Model: N/A Energy Rater: Chris Mazzola iw Existing xi ie�s He Community: N/A RESNET ID: 8873503 uo Conditioned Floor Area: 1,864 ft2 Rating Company: Home Energy Raters uo Number of Bedrooms: 3 180 State Rd,Suite 2U Sagamore Beach MA 02562 uo Reference t o0 Primary Heating System: Furnace•Natural Gas•97 AFUE 508-833-3100 Home Primary Cooling System: Air Conditioner•Electric•14 SEER Mg 90 Rating Provider. Energy Raters of Massachusetts m Primary Water Heating: Residential Water Heater•Natural Gas•0.96 UEF 1111 m House lightness: 1.4 ACH50 2 Woodlawn Street Amesbury,MA 01913 ® 978-270-3911 so Ventilation: 32 CFM,32 CFM•5 Watts,5 Watts•ERV,ERV ,+1t c r. so Duct Leakage to Outside 70 CFM @ 25Pa(3.76/100 ft2) �,z" — its, 40 42 Above Grade Walls: R-38 Ii I ` y ;0 This Ramo Ceiling: Vented Attic R-62 t‘ 2. Window Type: U-Value:0.29,SHGC:0.3 so zero Energy ritp Foundation Walls: N/A Framed Floor. R-34 Chris Mazzola,Certified Energy Rater 0201$MKT Date:2/2/26 at 4:45 PM e kot ro p e Ekotrope RAT ER-Version_-,.1.0.3793 The i=nergy Rating Disclosure for this home is available from the Approved Rating Provider. This report does not constitute any warranty or auarantee. Ener• savin•s calculated without modifications to the ene • model.(As Modeled) Building Specification Summary Property Organization Inspection Status 21 Heritage Dr Home Energy Raters Results are projected W Yarmouth,MA 02673 Chris Mazzola 508-833-3100 Heritage Dr 21 -2RJra4G2 Heritage Dr 21 -pre Builder James Igoe Building Information Rating Conditioned Area[fti 1,864.00 HERS ERI 42 Conditioned Volume[ft-I 21,193.00 HERS ERI w/o PV 42 Thermal Boundary Area[fti] 5,004.10 Number Of Bedrooms 3 Housing Type Single family detached Building Shell Unconditioned Attic 1 R62,BFG,22';10x16,G1;U-0.016 Windows(largest)I U-Value:0.29,SHGC:0.3 Ceiling Window/Wall Ratio 10.13 Sealed Attic Ceiling I None Window/Floor Ratio 10.16 Vaulted Ceiling/ R41,DPBFG,10",10x16,G1,C;U-0.027 Infiltration 11.4 ACH50 Exposed Exterior Duct Lkg to Outside 170 CFM @ 25Pa(3.76/100 ft') Above Grade Walls I AP26 R37,HDF7.4,5 6x16;U-0.045 Total Duct Leakage 170 CFM @ 25Pa(Post-Construction) Found.Walls I None Framed Floors I R34,FG+MW,10x16,G1;R-34 Slabs I None Mechanical Systems Heating Furnace•Natural Gas•97 AFUE Cooling Air Conditioner Electric•14 SEER Water Heating Residential Water Heater•Natural Gas•0.96 UEF Programmable Thermostat Yes Ventilation System 32 CFM,32 CFM•5 Watts,5 Watts•ERV,ERV Whole House Fan N/A Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.9 Refrigerator(kWh/yr) 570.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 269 kWh Clothes Washer Capacity 4.2 Ceiling Fan None Range/Oven Fuel Natural Gas Ekotrope RATER-Version 5.1.0.3793 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary Property Organization Inspection Status 21 Heritage Dr Home Energy Raters Results are projected W Yarmouth,MA 02673 Chris Mazzola 508-833-3100 Heritage Dr 21-2RJra4G2 Heritage Dr 21-pre Builder James Igoe r` a2222`. ' . �e + r " . � �r *uF � 4 ''�.. ir`. µr .� �� � `Y, �'�'+c`+:t, � z®' rr t' �yQ rt`:� 5, . " *s Number Of Bedrooms: 3 Number Of Floors: 2 Conditioned Floor Area[sq.ft.]: 1,864 Has Electric Vehicle Ready Space: Yes Unconditioned,attached garage? Yes Conditioned Volume[cu.It.]: 21,193 Total Units in Building: 1 Residence Type:Single family detached Number of Floors in Building: N/A Floor Number. N/A Model: NIA Community: RESNET/IECC 2006-2018 Climate Zone: 5A !ECG 2021 Climate Zone: 5A Envelope Components Name Library type Carpet R Floor Grade Surface Area Location Effective R-value >basement R34,FG+MW,10x16,G1 0.68 Above Grade 922.0 ft' Uninsulated 30.175 Unconditioned Basement >basement stairs R21,FG,10x16,G1 0.68 Above Grade 36.0112 Uninsulated 20.833 Unconditioned Basement r >garage R37,DPCE,10",10x16,G1 0.68 Above Grade 324.0 II' Unconditioned,attached 32.489 1 garage .'- . , . i.ice, _ .8 _ 16_1, : ,1V.: ,. F.. . P .-" .60 Name Library type Surface Area Location Effective Insulation R-value >ambient R35 102.0 ft' Exposed Exterior 35.00 >garage R35 24.0 ft' Exposed Exterior 35.00 a Name Library type Orientation Surface Color Solar Absorptance Surface Area Location Effective R-value >ambient AP26- Unspecified Medium 0.75 1,846.01t' Exposed Exterior 22.282 R37,HDF7.4,5",6x16 >attic AP26- Unspecified Medium 0.75 32.0 ft' Vented Attic 22.282 R37,HDF7.4,5",6x16 >basement stairs R15,FG,4x16,G1 Unspecified Medium 0.75 113.0 ft' Uninsulated 12.732 Unconditioned Basement y >garage R21,FG,6x16,G1 Unspecified Medium 0.75 201.0112 Unconditioned, 17.278 attached garage Name Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment Front1:0.29,SHGC:0.30 >ambient Yes 0 0 0 Northeast 92.8 ft' >ambient Yes 0 0 0 Southeast 41.2 ft' Left awningl:0 29,SHGC:0.30 >ambientYes 0 0 0 Southeast 6.7 ft' Rear1:0.29,SHGC:0.30 >ambient Yes 0 0 0 Southwest 59.6 ft' Rear-Case1:0.29,SHGC:0.30 >ambient Yes 0 0 0 Southwest 19.0 ft' 1 Rear-slider 1 I:0.29,SHGC:0.30 >ambient Yes 0 0 0 Southwest 53.5 ft' Right1:0.29,SHGC:0.30 >ambient Yes 0 0 0 Northwest 20.6 ft' 1 Building Summary Property Project&Plan Organization Inspection Status 21 Heritage Dr Heritage Dr 21-2RJra4G2 Home Energy Raters Results are projected W Yarmouth,MA 02673 Heritage Dr 21-pre Chris Mazzola Builder 508-833-3100 James Igoe i, Name Shgc U-factor U:0.29,SHGC:0.30 0.3 0.290 t -:. r y r, s^ '. ' 5, r' :.,# :ar.y t r.' r^ta'�., a X 2 r "k 1 4 el ^ Name Library Type Wall Foundation Emittance Solar Surface Color Surface Area Location Effective Ft Assignment Wail Absorptance value Assignment i >basement Wood panel,1 >basement stairs 0.9 0.6 Light 18.0 ft2 Uninsulated 1.33 3/8" Unconditioned Basement >garagetermaTru,Opaque >garage 0.9 0.6 Light 18.0 ft2 Unconditioned, 7.143 attached garage t Front ThermaTru,1/4 >ambient 0.9 0.75 Medium 20.0 ft2 Exposed Exterior 5.97 I Lite k rt �• s x, Name Library Type Attic Exterior Clay or Does the Roof Effective R- Surface Color Solar Surface Area Location Area[ft`] Concrete Roof have Eaves? Value after Absorptance Tiles eaves t Flat FG,22",10x16,G1 1,193 No No - Dark 0.9 954.0112 Vented Attic c Pulidown T-Dome-Use 18 No No Dark 0.9 13.1 ft2 Vented Attic A=13.1sf r Slopes3,10",10x16,G1,C 437 No No - Dark 0.9 437.0 R' Vaulted Roof/ t Exposed Exterior ';"-�Y s .a a-t'a. '"�sx4re t a;=s5 �°+,s,� �' '°�3""�r.� � K r�,. d Name Has Radiant Barrier Effective R-value ' ' ' .' tom. ,.� ,. ..,�. .d �� °�m _ .,r -'�� ' ,er���rui�7�>��x a�c�.�„ .. v�arre� �.a., k" d Infiltration Measurement Type Shelter Class 1DPBFG,10",10x16,G1,C No 36.37 4 1.4ACH at 50 Pa Blower-door tested 4 e RA2,RF(; 7"10x1R,(7.1 No RI 073 T-Dome—Use A=13.1 sf No 38.85 Mechanicals, Lights &Water „ ,fi .u;:. k i v`k,*, a''- ., .o f. '°', . ::5F :4,,! A' „,r ,-�»'"a ?. ,� �``a. x,o ' . .a f , y',: r. ._ -�.. ..fir• Ventilation Type Ventilation Rate[ft I Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufactures Minute] per day three hours Percent ERV 32 CFM 24 5 Watts Yes 93 fresh vent ERV 32 CFM 24 5 Watts Yes 93 fresh vent %interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting 1 Lighting Lighting Lighting 0 100 0 100 0 100 2 Building Summary Property Project&Plan Organization Inspection Status 21 Heritage Dr Heritage Dr 21-2RJra4G2 Home Energy Raters Results are projected W Yarmouth,MA 02673 Heritage Dr 21-pre Chris Mazzola Builder ,508-833 3100 James Igoe .3�.,^., n,,� -- .;: � N"' x, gyp'' P 2" ��.� ".�B '" y-, - ,`,�' G" Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load AC(1) ACC,24k,14SEER 0% 100% 0%Unconditioned Basement /Crawlspace t Furnace(1)FURNACE,AFUE97.0,NG 100% 0% 0%Unconditioned Basement /Crawtspace tj Water Heater NPE-240S2,NG 0% 0% 100%Unconditioned Basement /Crawlspace Equipment Type Air Conditioner is Equipment Type Furnace Fuel Type Electric Fuel Type Natural Gas Distribution Type Forced Air i Distribution Type Forced Air r Motor Type PSC(Single Speed) 1 Motor Type PSC(Single Speed) Heat Pump System Type Unspecified 1 Heating Efficiency 97 AFUE Cooling Efficiency 14 SEER 1 Heating Capacity[kBtu/hj 60 Cooling Capacity[kBtu/h] 24 I Use default EAE Yes EAE[kWh] 767 s". � � ���b� n ., #S wk" - ., z .=43 �,a7 ' "`� ,��?kw.g`€ .A.2. sue' n. ;:�. It.,.. x Equipment Type Residential Water Heater Distribution Type Forced Air Fuel Type Natural Gas Heating Equipment Furnace(1) Distribution Type Hydronic Delivery(Radiant) Cooling Equipment AC(1) / Hot Water Efficiency 0.96 UEF Sq.Feet Served 1,864 Tankless? Yes 4 #Return Grilles 3 Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[ft9 503.28 Return Duct Area[flu 279.6 Leakage to Outdoors 70 CFM @ 25Pa(3.76/100 ft2) Total Leakage 70 CFM25 Total Leakage Duct Test Conditions Post-Construction I' Use Default Row Rate Yes t Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 50 Percent Return Area 50 ) Duct 2 Duct Location Conditioned Space t Percent Supply Area 10 I Percent Return Area 10 Duct 3 Duct Location Attic(well vented) Percent Supply Area 10 1 Percent Return Area 10 Duct 4 Duct Location Attic(well vented,under insulation) Percent Supply Area 30 Percent Return Area 30 3 Building Summary Property Project&Plan Organization Inspection Status 21 Heritage Dr Heritage Dr 21-2RJra4G2 Home Energy Raters Results are projected W Yarmouth,MA 02673 Heritage Dr 21-pre Chris Mazzola Builder 508-833-3100 James Igoe r fi t. :,� ". €'.;-¢ r„ i,:, .�';::.? 'z,.:$ " ,,` Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length(ftj 55 At Least R3 Pipe Insulation? Yes Hot Water Reciradation System? No Drain Water Heat Recovery? No Appliances & Notes i ; 'c • "l -=n ✓k..: _ " - s ly a'. 't'" `.042'1r., ,k'4 t a... . . PA 3 „: , Cef 3.93 Label Energy Rating 284 kWh'Year Fuel Type Electric Annual Gas Cost $18.00 Field Utilization Timer Controls Electric Rate 80,12/kWh I Is Outside Conditioned Space No I Gas Rate $1.09/Therm r " Defaults Type Custom / Capacity 4.2' i Is Ventless No g Imef 1.57 Is Heat Pump No fl''Defaults Type Standard 2018+ 0 Clothes Dryer Available Yes I Load Type Front-load Loads Per:1,1:1,11,1* 6 Is Outside ioned Space No Clothes Wvailable Yes ,, .,, � � 'alb "' '"' � � � .�` F ,, x Dishwasher Defaults Type Custom Programmable thermostat? Yes Dishwasher Size Standard Range/Oven Fuel Natural Gas Dishwasher Efficiency 269 kWh Convection Oven? Yes t t. Annual Gas Cost $29.00 Induction Range? No Electric Rate $0.12/kWh ' a Range/Oven Outside Conditioned No Gas Rate $1.09/Therm Space? Is Outside Conditioned Space No Refrigerator Consumption 570 kWh/Year Dishwasher Available Yes Refrigerator Outside Conditioned No Space? Pz r Errors and Warnings have been Rater Reviewed ' Target HERS 42 Preliminary HERS generated 2.2.2026 Components Not Found:Foundation Wall,Foundation Wall Library List,Slab,Slab Library List,Skylight,Onsite Generation,Solar Generation,Dehumidifier,Whole House Fan, Whole House Fan Library List,HVAC Grading(Not Conducted),Ceiling Fan 4 �I '�'��II� � Lei a J I] � I''7 c4 { "G C EIFHRL 1 1 id J ] _ ,-I{`J-1 H _ 9 E I V coo ' �'1 a ` I NEW HOUSE FOR: 1 JAMES IGOE 21 HERITAGEDRIVE R O YA M UTH MA 1 , 1 1 DESIGNED/DRAWN BY: STRUCTURAL ENGINEER: MOORE HOME DESIGN COMPANY, LLC McKENZIE ENGINEERING CONSULTANTS P.O. BOX 2124 949 ROUTE 137 44 UNDERPASS ROAD UNIT #2 BREWSTER, MA. (508) 896-6403 BREWSTER, MA. (774) 353-2144 DWG.NO. Ti BYO*OMA'en GORE DEIGN CO. 9 o 0 -,0 gl Ez4 B ,.-• 0 ..v ??, ,r`f° •,-— -' - El ', 0— c ,., t - • ii ? lil -,,' g %g ' Ko gh. R,. 1 cdgrggy)-.m,qqt,m2.p,,?.,, 0 2 1 9 z1)1 Q,,, ,,,:,:,, gPntia5i. '',1 7 ''z gl 1 g vo,0 @ :, ,ils, '1 :ii -B er..,,,,,,„0 <:),<0 — . ] , „,...,' F'-- --•,---, ,, —,—, ,__ ,' ;, '.i 7c 1; H 7',..-=,' C," :'14',6 'rj, g F1 `.5.". q.to-741 H 1 '4„," • Q.,'L ..,g..?,,q, .1-7.: ,r. Llti, L iI5,5 H 9o5 '' ''I'q ILl 'q'' • ID— p ......._, ' p l'-' 4) . '' 7), iq ,, F-1- '-, --7"-•"-r -- ---'.-11 \ `-,'>•\ , ,, ,,I r * ', \ \ ! , ' re---,,A,,c), 1,,i'ril HrHw-11--,, H-ii,i,l -wilv ,,,,,, . ; -, :_,_ .• ,,,';',,-,,,:;, -,/ -r Tiq !i11,1H-1 IIIHHIEFTql H.,,, ,lik, 1 ,// 7% / ,/.7,, F-1- //:_l,.;%,;',/—N •-,i . / ,. '., „ ------. •i-•-:ril Y -,- 1 i H , '-,'• ;,,'H,,. :',-`, ,';',. ., 'i. 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UNIT"2 21 HERITAGE DRIVE P.O.BOX 2124 949 ROUTE 137 a®i I '":" -'O O O m� 4 °IBREWS"ILK.MA. (774)353-2144 mA 3 YARMOUTH, MA BREWSTER,MA. (508)896-6403 e , 0 j C_ 4D U, 2 tr f I N rn W gri- i 6 I .g.a, ,` ". n- I vn y is,- NO� O iyFr''.." I C A r 1. O U rn0 � �' J✓1 �' 4 rn 9 m � I --u jzd 1— ®D I' 1 2 298 1 0 41) r'n 0 o.m Ug i G Iz n 2 u 5 z ° 0 ' : . Is I,D m r -) I - I QD 16 n y t �" 1 1 - x10 mm� a NEW HOUSE FOR: DESIGNED/DRAWN BY: a STRUCTURAL ENGINEER: � o � — � � i7 �����mUosm _. N U ^ rn m,N� a6mN MOORS HOME DESIGN =�� „ MCKENZIE ENGINEERING rn s, -�47)., JAMES IGOE z w z iv = - a o>o;9,'0.1 COMPANY OF CAPE COD,LLC q4 UNDERPASS RD. UNIT"2 o a, O o b i 21 HERITAGE DRIVE P.O.BOX 2124 949 ROUTE 137 I III 01N ^ sod YARMOUTH, MA BREWSTER,MA. (508)896-6403 BREWSTER,MA. (774)353-2144 --, 160,,, flOJ61' ,_ 21 1-111-AGE t2LIJ YMMO,'-, MA 3 LLJ SUMMARY OF CONSTRUCTION AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone SHEARWALL PANEL NAILING > REQUIREMENTS Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) SCHEDULE 0 0 51A19AR7 FPJIMIIO CS lECIICM 1OLIE2MEN55 I.I 4205E 20l92'ErXING 2(22 C0929.591 0 5 USI- VI 5SPEE0155E a25f) 110 MPH X 21EP0. 149 COMMONNPLS) 2 X 12 / PI. 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C1 4 F L'AND SPICES 1C,5,2 NAILEV'MTI'IA-1601 NAILS IN FCCC'F 210E 2,2 AJCHM;A'k 50 F01,2L2I92w 94.2:EN'F:L2-E1(21f4-E119u5 545 X SE. N111 TA65 f 6 IN 6f.'A/CA,'110 512/1261 At .02 r50 1Y',G66,/ xeerhr 5. /2 91 /N,S>6'59 k.naN.:>: vC &'A_.AN A.,Ew .- ft-E..;u' Aa,14,/,299(iei IA :1,5.) SOLE PLATE CONNECTION SCHEDULE - - ---- 12(220F1n1LE51CmFw145 1'f1' 56'3" X 1001 FR01,I55�a:Ir M:Nrs'. par rYA1NG-5/V24l L 42 NI. x 3EAMpy TYPEWIN x PROJECT ADDRESS: >.19'.L'ISFE//EJC/JO'n'1C5 LAZE ' n.s ' - X 'xz(IN)LPPclr'6 E. „. X CONNECTION TO FLOOR RIM BOARD RAF'', ,\20101"0� 2,G°LA1E122pf5511/,NH250A, E)'FAVE9I1!'-_C/2,1:UT _„.z'• 2 :::.ivL(-P;r:Irw _ 12 n te iC�ME C n5'Mr-2A 6LOCI.INu 5E1V1EEN.1015f 6AY511 N.AILEC 10 0 AK,-EA`F"1, '-'.x9 N"• X. 5^FAE1 021: 9J '6J/?) WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 21 F AI1ACc f2P.. 9211 iNC 152E N VIP CT'LAB WITH 7 10d NAIL 5 PEP 6AY.IF 61-001JN1515 r'Er rV III FILL+EIaI 5N1111l G Y YPi',MOItM,MA 5.1 F uC'P5 -%/CV(NEV h.s>a x (3)-18d COMMON NAILS PER 16" NO!';Tsar:51,Vv'�^!JP-IOA(JL'HIAA-MMANE r'.pS r ANC 62 e EnMnZ neuL}A nV_,.,E x 1 ,.�, 50515111 Y 65..A.1. J". A0i P2F'r1 M10215,.?'1":,.;.N.. VW MI.A Ccv OEV,1rIV20 _:5 X CLIPS lc,'E1052CC M M IN ACCGROANC1 5INP'SO1111051112EN15, FA FEIuI1 WV 112 Af VLU5£W JIVG; A A.l PC,'Al.V WJL/Xr41N7 GE94N PEvEYINL5d/EP VE5 412 (3)-16d COMMON NAILS PER IB' 5255 IWVV 2'FV2M EXIEGGE WAl X Al K F"CR(I `Fil)/CY 5 SYTLV"1111 ,..lR 1E5 Cx P"1:eJ11i if IPWR'HPtl"-'0 .'If PS hV'G 3"WNCt Ek11'': _�:.5n :_A V /,A E1 3.:71V' 'E 7. / (4).i6E COMMON NAILS PER I6' A/'C G NA1_7 II a)la,NN;5 TI'J'E Y.J',E JMPwnN ISTA 11 X a IT-21 1EL L S2rLFTI/I P F 1E-. ✓< 5.NA.L_RCF,Ie L/,. I` 1851SFTOIA PJf1E 1 Gi01AFrEEO'/11'E 1.1116i60/V3 v N CTI,f T.IOrIOII . WA N'.5 2(A f1.5J ,A IS,C'1 2A _,.,I1,t.J UJ L CT 5 „PD ARIN GWAL.' CONNECTION TO CONCRETE FOUNDATION €RA1' FLO4e:AaC1N,4 A1E1W<LL5 x _/vVE,E7 r,-/.I1r.C,E; ICC's`5'f I,.'S 2'I:AEEi 1,511LS as Y.:OU\h.F`1'^14.5 6"ON r,5/1 nn0''OF X p-`T J ti f � FOUNDATION SILL PLATE CONNECTION TO CONCRETE " TWO 6AY5 FIELD, CEN11'_R AT.Trf:D285,6"GN CENIER IN If D,f51.FIE',' F.rI,V`4fR1H�Atw Mr f „ x LA1 ea. L 1 n' X - FLJCcSEATN1twF NIENr2/, „ 9r1EAJ' pi( x 1 nx�...A,-:_r.�..•<oG r rvrtiEvrsfnRS EGLIPEDior 6Locv n4F5VONCcNERA1 8JN,LSA1 6 `Gc !2 „FELL x orze.5: 11 -,LA-ESticux� -) 2.,of McKENZIE A- 5231EE1.75F�RT<E Irk CM. ,.,V'+LV,/F-,,.'-Oc0ER _55W. 6"=2-11CV,//2 x ENGINEERING 411V9:5 257o2:rr c f C.Try: 1 n:,1L";FlAW L-5 =�t CONSULTANTS u:W-A1I0N5 AN9 5PNVACum 1s'ONs26u m15 Wt..111511 W.:EM PRY(NNECTOV5 �_,�:_ .ru.,u.no norunenron I.Nat•'VMI WALLS /55 fk 5IC/ X 1p1F1 I:/A 'Os 52F NOV'ALL> A sea' r EL(^1hJ S1AV,NNAFs) ti_' SHEARWALL CONSTRUCTION a ASS AO., 879 F.r z rT rrf..-2A: V11d:`tE '>,6 RT,T'f 'E5 AT Fk1AE5 V/I'1'1N1111 0,9i i 88yr 3i,9, F._s- r T.rr I tw If, z BRE vS r.,. IA A C V1FCW 110 WA?EA 5.PE 57OOS25.2%3P,ILLLOTRAICN5 AN'; W L.si 01l�h'15 c n.s n tL n 2202...if I HLx1JE55 _I1,„.2 7,c'0(52 X 'I 01EE5ENr5 D156,1255=17 WITHIN 11115 IMMNTA NICCMNECV0N5 AND 21 1- 121.VI 151UJ 1G 2J6/6 X I A),9.ENMINJ.510 HA1k FOL4E KO Ft IKS AFFP 01012,E 2X 5MG5 A'EKN (2,4) 353-2144 N,11.1 G M75-MEE'I-E efOJ1rENEN15 EEEIN A JC A511.1-L51Gh0111 N 6E '.2 EX'EEGR RA1,1 55 2(10' Fix 24 14 WALL. S,:a:.E'I.IC�R 107E 1\ OIV':1AC�M....-t 7i1'IINa,..L.,-,2,...,.PE 1" sK !.1,5:if.:K.44f 01,2 t n. 1_5.21'rf.:C_MF.Wr 12 c.r1125!X COfa1RAC1 JR IS RE5'GT1;16LE'0 EN51pP ALL.�OMaEL10N5 NAILING. L IJ 1ux/N21ENri WALLS 2_- B L 3 X 'ac / ' ...1.1 1 A +FE a E,V.ur 1.AIE 1N Ir5 NEPE r 1-1 n1-F1A1.Ornr2, :-FA.:.Nil,7.rs,.E'CT O.Pt<>It,:en nA 5 41't'00. -11PI.IDV.L5 2 8 B 9. n X MIR. G /M-AVE NGY FEO,f1FEC PEE 11E VFC1',I0111H'JIVE. Al lr/ANCI0R VA Af V1516E F 1011£EN AT ✓F A`l1H1=�1l1 or 111E CA. E IC VA L 981. 16 m 'PA' JJG 5999)d F-P PFt'FIKL. K 5 VAIUNS CF 9E4541%1O'2:;CN^VI2S 452, A,NG 5'L/N114.2 CFENINGS!N 1Z1911.1 "E I N/r2J AIR INS`"110N 11-f CON-124112 r3,51 L.'200//1251. 5L99 x K.2 is a rk:0'1 1E21121 1y C(15' -1.H Al IT'l l 1.,C-201ry A 12-"°'1'AL',ArR/ ..5.7/ 1..V KY)) r'eru P F.';r,P 'PE':4 (14:;:7 HAAJGAR 1417 11' J,LI.LA,01 REOL290,V�ENr5 NI I,IM11AI"N5.THIS 1 CFI), [EKING Srti1v z 4 ` A n A44ING 11 M a..+L 'ikk 4YF F CIIK 17 552: Y.F [59,A^ [a J'CC TC 2,5 A'iE/J1N'L1.21:95'MTh S' 2,00c1N.V 4 ft.9'AGIAG IN F99 1515I(18155 CAYS X 6.,E f P .C1.G G/W15 F22 FLAA 18A,NG NAIVE-0S 2)13,1 NAL A 6 0.0 Foe rn/f 'NG C.(R`4EAJ.MA.LS NJC'i 2)I99 c-ocum2N1 AND It A'1ACPMENl'A5 WE..L A5A COPY 5) OHE W1CM 1144-25 GLUN.ErrxnPre 2 r A TrEcW 5av1-SEEAA+NAurnz.N.rvMuwT Aw..AtP r sr>,, g7F ,n..r.,, EPP1wtL5. 3001(I.Er N T A0001MA f AI„`.ETS CA PLNJS 510MII1EG 10 ff. 3La 12N229 4 R X 9109E -.',...N.°1.. <-5Cw 61LD1NG 02.PARTM511,/N✓155,12101AE 92111.IhFf,:nOT:''Ir.,4 291111112JI5) 14 K 7XF OE„KLD1SE-F/v" 215111(9ICT.r7r121 FLT 9260V5,COlrnc1i110V KING AND JACK STUD CONWAY Mr/576CON11 AC1GP5:ALE55 THE suds Al I2DAff17 Wm1 RFC)!I I R E M E N TS N001E5 A.N12 T A1'51,,' 51.PCI4E 1'c01A2A1EN15 51A1ED IN 11115 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY rooPP 5''70:05'E DF5'GAl AND WAS BASED ON THE FLOOR u nF AING A:A'r 5111;5.,15,51,1465.la 2<.IJ IF NCR ,,- ✓;2.JNE Y A -"C,lC,15 PLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE Y C'\J:JC>rD(1121M4E ,/pSK:25-069 SHEET REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE DATE:09-20.2035 CS 1.O REQUIREMENTS OF THE WIND DESIGN. SCALE NONE t, a o S 0 n k N A 5 I,t j, ,v77-,-Iii --,,,r-tv6 I ,1'---f, -) '.;i,,,6. k- � 1i i'P `- 3 H r � ,,,,1Te o� z' s \i/ 7 1 O �a _- r z < ti i \ o e- ^� 2 - It O I rti y a > r ,a N O D \ \ Sh Z m .. mD A, • 1 , o o Ou �^ D Y O g � o > z • ....1., , < -0 4, ,i s4r '. r-5 g< O (n Cs\ ti e� , 1 r u ° t �nS a .ZI �� e r r no , ' m�1 r� r s o m ,,� a am 1-D a s m \^` / m Uc1 D , z x .{ � ;Imz n b?g `i�„� ;•: gq' • vO CJ " -I MI Z o o ; r c -, ` t c •- ,fit.k '_, O hf .,•l ___.mr r , s J FTh O rs, u ,,,, ' �-, v, _a ri ..;,--,: p s, .gig � n "l°.'? -, C) �I `, < U mc f R ;?. 9- :U. 5,-,,, ,�C ` 3 G . T 51, o ADDITIONAL STRUCTURAL NOTES g ?* =Iz N PROJECT: '" U 8 clf in L Zrn y g D—N a IGO� 19I OJC1' N y i TOP OF FN. FLOOR NOTE: MAGNETO TAPE TO BE PLACED OVER ALL COVERS NOTE TO PREVENT BREAKOUT, THE PROPOSED FINISH A GRADE SHALL NOT BE < EL•1E EL -13.2 SERE II I FORA DISTANCE OF 15'ANGLING THE INSTALL RISERS WAN 6'OF#1r91 aR1OE WSTML RISERS to WAN r OF FNSN GMOE INSTALL REM TO ORATE r/LOGaING COIRR TOP OF RISER OVER MP TO BE 24'MN MINCER PERIMETER OF THE SAS. KIP FOUNDATION EL -12.3 EL11.0e r E3-11.0t r 0.9.5E r 0-058 F.6.EL 11.2E -1I F.G. EL: 11.2(MAX. ON CORNERS) ' L '' E 1 r r 1 P•ss art we FT 1 4WN6WN Nara SOWN ar are IN/OUT Of sM r a MIN saw gal n1Ar.NFU B 10.25 ill '• ..] 4'SCH 40ELA.733 .SOA 40 0 ti '� � PVC 4 - �-1 J BASEMENT SLAB D�IIL :1�w S-LX O4NX M. FOB 1011T -- -- • a. -9.0 m sAlm HN IW.- 10.12 _ NV.-9.959KH 4sPAe D BOX6' WNW.-9eo :fit;:;';::'t ; '�ti• •:fit : ;; :� le P/.- 6.C5 PUMMP Or 5• H • TEE SW1L.L NOT OCTEND '.1t.:••••.:11}:1• {ti:t:t• t•1:'••'•' ':,... •r:t.. ail T'J.f.IId..1D61d IRL POP OFF BELOW FLOW L.IIIE -., .. HN.-9.50 All - 4111 MHV. 7.60 - - _ (USE H-20 DB-5) II I ••W.-9.10 PROP. 1.SOO GALLONPTIC TN* = : 94V.-7.35 30 PROPOSED 1,000 GALLON PUMP CHAMBER NOTES: 1)CONTRACTOR SHALL VERIFY ALL EXISTING �' 1 � PIPE INVERTS PR10R TO CONSTRUCTION. /•' ;'� nAg N' PER"TITLE 5 2)TANK.PUMP CNAIABER AND°-BOX SHALL e+f AR .�� MAOr BE SET TRUE TO GRADE ON A IECHANICJV.LY 'u OUT EL-10./3 COMPACTED SIX INCH CRUSHED STONE BASE AS St I a ; - n ;4� - C. SPECIFIED N 310 CAR 15.221(2). S No'140 IF. . ..` V• .••. ., 4• .• 8'• I w-rrr 3)INSTALL INLET A OUTLET TEES AS REOIIIRED. 4 Sq ` INV.EASY.-9.60 •;�6;��••;!�.�; �;.;;.I;9A.�s;F•SBL•II 4)LAS(RAFFLE W/FILTER TO BE INSTALLED HRN OUTLET TEE SEPTIC SYSTEM PROFILE °, �.lLF 4 J� I ENO ELEV._9.65y�_, .�4.44.146.4.61.014.0.46.1140.046. ;:;fit•�;:;�:;;;t;;:; �;:s��:��:� • i•' As MAMIFACTURED Br TUF-T1TE 2ABEL oR EQUAL. A'!3 AP " mac NASD cl.r =ej tit ;e.1•i;s• •.0.46 11 046.1• ;;14 5) INSTALL SANITARY TEE N D-BOX NTS. (O V ICI %hi i•peou tuo s;�i;606.11;;•4.401 BOTTOM EL- 9.15 KITH WATERTIGHT JOINTS.MIRE HIGH WATER ALARM PROVIDE WATERTIGHT CONCRETE RISER PUMP DETAIL SEPARATION 5.04FT. 0' I FLOAT TO aP 2000 HIGH WATER ALARM PANAL ON NTH SECURED COVER TO GRADE CIRCUIT SEPARATE FROM CIRCUIT TO NE PIMP. HENA 4 JUNCTION BOX CORROSION RESISTANT NTS. SOIL ABSORPTION SYSTEM (SECTION(` I LWUD UN -TIGHT CABLE CONNECTORS SUPPORTED ADJUSTED GROUNDWATER EL 4.11 HOISTING I CABLE 7419 SThH RLESS STR STEEL. � 1�TPVC CONIDUIT.JOINTS TO BE MADE . / TER rlIA.l VALVE r/UNIONS SCH.Hm PVC GENERAL NOTES: DESIGN CRITERIA PC INV.(OUT)-7.35 06000E FISHER CO.MODEL NO.560 oR EQUAL 2•SCH. 40 DISCHARGE TO 0-BOX ALARIA ON EL 5.29 2'SCIH. 40 TEE W/DEAN-OUT CAP I.ALL 04•400 to TIe6 PLAN MUST BE APPROVED BY TIE:rev NUMBER OF BEDROOMS: 4 BR DWELLING BOMO OF HEALTH AND THE DESIGN ENGINEER..._ PULP ON EL:4.79 SOIL TEXTURAL CLASS; CLASS I DAILY FLOW: 440 G.P.D. PROVIDE 1/4'KEEP HOLE Al DISCHARGE 2.ML ROOK ONO WIENU,19>i11/11(:N►ORM N 11E REQUIREMENTS tl' PIPE fOR SELF-DRAINING FORCE MAIN CC M 901E FMeIONNE N.COOS.TOLE V.me wN APPLICABLE PUMP OFT EL:4.35 1 LOCAL NOUS Ao HEOAATIOI ON><n M MME0 ON PAGE I. DESIGN PERCOLATION RATE: <2 MIN/IN DESIGN FLOW: 440 G.P.D. 2'BALL CHECK VALVE 504.80 PVC 3.THE SEWAGE DISPOSAL SISTEY SWILL NOT BE B1GIF5LED PRIOR GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) BOTTOM OF NT.P.C.EL 3.35 1 100 P.S.I.FLOWMATIC MODEL No.206S TG C9�E 1pN AND APPROVAL BY THE BOARD OF 14ALTH MEMO E SEPTIC TANK: 440 gpd x 2005 - 880 gpd PROVIDE 2-tear MOLE FT OATH• 2'SCH. 40 PVC DISCHARGE PIPE 4, ANY COMMONS ENCOUNTERED DURING CONSTRUCTION OSTER910 FLOAT 140.1: PIMP ON/OFF(BARNES 073616 OR EQUAL) LIBERTY LE 40 PUMP .4 H.P. 115 VCRON THOSE 9401111 HEREON SWILL BE REPORTED TO THE DESIGN USE 1,500G SEPTIC TANK W/1,000G PUMP CHAMBER FLOAT N0.2 ALARM ACTIVATOR(BARNES 073612 OR EQUAL) 2"DISCHARGE PASSING 2'50005 OR EQUAL 5.ALL ELEVATIONS BASED ON MAT 1111 OMR LEACHING AREA REQUIRED: (440)/0.74 - 594.59 S.F. NOTE SEPTIC TAHKAPUYP DIN ER TO BE FACTORY WATERPROOFED AND SEALED 1611H MOROSEAL OR EQUAL. 6.THE COIGN MOWER IS NOT RESPONSIBLE FOR THE FALUPE OF PUMP•ACCESSORIES AVALABLE AS A UNIT THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BONO OF DISTRIBUTION BOX: H-20 (5 OUTLETS (MINIMUM)) THROUGH AC1E/9/OKEY PRECAST..HART9OL MA(BOO)560-9949 HEALTH F'OR PROPER ISPELTONS OURNG CONSTRUCTION. PRIMARY S.A.S. 7.WATER SUPPLY PROVIDED BY TON WATER SERVILE. B.AL AREAS DSIU em OARING 0CIST61CTL04 SILL BE RESTORED USE 30'L x 20'W x 6`D LEACHING FIELD W/ 3 LATERALS TO A CONDITION AGREED UPON BEIWFAI 09E*ER AND CONTRACTOR. 9.IT SNAIL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY BOTTOM AREA: 30 x 20 - 600 So. FT. BUOYANCY CALCULATIONS DOSING & STORAGE REQUIREMENTS THE CON WOSTRUCTION.RM OF ALL UNDERGROUND UTILITIES,PRIOR TOBEGINNING TOTAL AREA - 600 SQ. FT. 1.32D SEPTIC TANK TO.ALL PING TO BE 4'SCN 40•1/B'/FT(UNLESS SPECIFIED) DESIGN FLOW PROVIDED: 0.74GPD/SF(600SF) - 444 GPD > 440 GPO req'd .MBAR: 11'x 6' x 4 x 62.4 - 16473 IN DALY FLOW: 440 GPO IT.46 HOUR NOTICE FOR ENGINEER CERTIFICATION ymuOd.SBIIC 11'x 6' x .75 x 120- 5.940 Ube DOSING REQUIRED: 4 CYCLES/DAY (SAND) 12.NO PRAATE WELLS RTI N 150'OF PROPOSED LEACHING. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 8,9W Hank: 12,000 be 440-I- 4 - 110 GALLONS/CYCLE 13.NO TIETLNOS WITHIN 10D'OF PROPOSED LEACHING. 5.940 + 12.000 - 17.940 m. > 16.473 Rx, DISTANCE REQUIRED BETWEEN PUMP 14.REMOVE ALL UNSUITABLE SOILS SET AROUND PROPOSED 21 HERITAGE DRIVE, WEST YARMOUTH, MA 1.000 PUMP°CAMBER ON AND PUMP OFF FLOATS: LEACHING TO EL 6.04 at TOP cr'C'RAVEN AND REPLACE NpIn 8.5'x 5'x 4 x 62.4 - 10606 lbs 110 GAL/CYCLE -4- 250 GAL/FT - 0.44 FT/CYCLE (57. 9IH CIEµ MEDIUM SAND PER TREE 5. Prepared for James Igoe era,-,d GE-- 8.5• x 5' x .75 x 120 - 3.625 Kw STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS 15.PLACE 40 col POLY BARER AROUND(MIRE EDGE OF SOIL *Mom Design and Too prapby Pion by: SCALE DRAWN DATE NmWV tank: 8.000 les STORAGE PROVIDED: RENOWN FROM EL 10.15 10 6.15 TO PREATOIT 6RENKOUT MEYER A SONS.INC- N.T.S. DMM 10/24/25 3,825 + 8,000 - 11.825 Ibs> 10.608 Ito N V. EL: 7.35 - ALARM ON EL 5.29 -2.06' 16.AL F1.000 VMS.BUI DN AND O MATERIALS D H'Cww I MUST PO SANDWICH. SEPTIC TANK/PUAP CHAMBER BUOYANCY CHECK O.K. OREV.RATE OHECfED SHEET E NO. STORAGE PROVIDED - 2.06' X 250 GAL/FT - 515.0 GALLONS MEET STATE/TOWBUILDING CODE I FLOOD ZONE PDOITEMENT'S. EAST BOX ~ 6aas2.29ra DMM 2 of 2 7rwuic 41.4N0 - 7(Nr R-7S s }} -`�. FRONT YMD srTimoc:ra LEGEND 1 -} a l "4.:i` ",,' '` snE SEWO( 15 REM SEISMIC:Tr �D � ® PROPOSED SPOT GRADE t f uS:ut 0242 :s.a..... �+..w) _-98-- E7(ISTMIG CONTOUR yri y WA.ButONw t[�(e 3s' ' '\ ram' wNo zac GTD20RY:110 till + 96.52 EXISTING SPOT GRADE ur }r ��� »ArwsON.e0o cv TARO a FILL W x USED m -1Y_ PROPOSED WATER SERVICE :ti r ( ��� I���` _- _ TO RE-MCC THE LOT ou c CONSTRUCTION TEST PIT 1} " RI1. f P •�rb Gs A80.34-- }-_ �� A0 �.� (.. R5o00 �� 0Mf' ORYWELL FOR ROOF RUNOFF r 6E/401MARIC (NAMES) -/--'p,96��' 1 �\ `1'.., LOCUS MAP �A w STREET7. - \\ ' LOCUS INFORMATION 240 9 ' . \ vp790 PARCEL ID: MAP 017 PAR.013 ® �� 1' �o \ TITLE REF: LCC 224062 1 \ PLAN REF: LCP 21255-8(sH 2) � ! \ d PROPERTY IS IN MADEP NIT. SENS AREA I 6Q1 ',r. \ < �,� PROPERTY IS NOT IN ZONE a PROPOSED TREE LINE00. 'j FLOOD ZONE 'AE'EL: 11.0 LIMIT OF CLEARING , \\ , COMMUNITY PANEL: 25001C-0568-J DAlED:07/16/11 01` PROPERTY tw1MN THE BOUNDARIES OF NHESP (APPROX 12.000SF) Cr2. 9� \ EST.HABITAT R RARE NRDUFE a PRIDWTY .u a.00\e•1nn.na HABITAT OF RARE SPECS R DWELLING S0, \\ --.as ILIORoposED TOF aa23 \ SITE & SEPTIC PLAN iH_j , 3 SLAB EL9.0 +� xir lSE�� LOT 17 \\ LOCATED AT: 7 ' \\\� �4 A=24,157 Sf.3 \ P1 cars _) • \ 21 HERITAGE DRIVE W '� '� it mir WEST YARMOUTH, MA LOT 16 b wa � PREPARED FOR 78 HERITAGE OR. ' x �' � DAMES IGOE 017/014 g A 3000 OCTOBER 24, 2025 k y z �• E SOIL LOGS --, Ne, DATE: SEPTEMBER 29. 2020 { t\+D1�ip �aF Aas�,, G N 65 SOIL EVALUATOR: DARKEN MEYER,RS.CES 1614 /"`�/ +f. �i ��ry\ \I LOT 17 wrNESS: MALLORY tANGIER,YARMOUTH HEALTH fi EtJNtA D j1 � ,. 2 of 3 BA(D1WN LANE 0=. TP-1 s11• pm_ TP-2 0.ra 0=. TP-3 mr.1 a.. TP-4 A :6+ i1 017/012 6.54 0' aeo 0' 6.70 0' e.17 a vu Ir .^: . , '0.1140 I ;),,,,, /A D/A 0 A 0 A _ kIMIN ado / yyq / "� 1031 Si.1 1�0.1 y+ 1100 rI 10 44/I V } } �b R J ' 7.e79 e' 7.939 1r 1.129 r 6.599 7- N.'.' TE .✓ • :tsri / m/� °t _„o st r1--- OM e 04 C SOT 30' 6.10 CNM MI 30' 6.7e C Me1 3/6 s' a 3xs NM MI C 35' It 1 I D Z1{1W ran• MOM ttIDsr MC• 111D1M WWII 0d.4.31 000 150 DEC3.37 WO 0 2.er 7/4 2A7 7/4 251 7/4 LIN 7/4 MEYER & SONS, INC. LOT 19 0.54 96• 0.60 ee' 1.20. 102' 0.67 102' P.O. BOX 981 15 BALDWIN LANE rate MR a 1.1.r2 R1'11N22aQ rae•Y[a 1wK MI'"0om6 017/011 GRAPHIC SCALE . -mar. eAv.136 .R aA.w.•a M 122', Op/J7 EAST SANDWICH, MA. 02537 .aL'11111.03.Za[s A MIL,.3.ANf11017:25 FT .oa:rr_s.201�A MIL wa..o11wt1oul 2s FT 0 30 60 90 N 10126 01001160110 t72v. 3r F .•.sto..01r10.0n1 OD7. "7 R. 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SHEET 1 OF 2 Licensee Details Demographic Information !Full Name: DAVID VEELENTURF [Owner Name: I License Address Information City: Carver State: MA Zipcode: 02330 Country: United States License Information License No: CS-064073 _____ License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 3/14/2025 Issue Date: 3/25/2010 Expiration Date: 3/25/2026 License Status: Active Today's Date: 2/13/2026 Secondary License Type: Doing Business As: Dba David Veelenturf Status Change Reason: License Renewal Prerequisite Information No Prerequisite Information No Available Documents