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HomeMy WebLinkAbout0260 OLD MILL ROAD - Health WF, 2'60 'Old Mil A = 046.- 097 r i f I f No. t?V/ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pplicatlon for MispoBat6pBtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) E91romplete System ❑Individual Components Location Address or Lot No.;Z& CVd lt4r/) M,1)s Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0 y Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.' Type of Building: Dwelling No.of Bedrooms Lot Size y1 sq.ft. Garbage Grinder( ) Other Type of Building fie ,rtkvA_M No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3(, gpd Design flow provided ,35-3 gpd Plan Date %i "•L v -i Number of sheets y. Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)� ,✓�fc// <;9�%� ���.�✓ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of igne Date I- Application Approved by A 2 Date �- Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by / /GWN C4 g j, at iv- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No6P9J q=4Q--ldated 3 A// -u Installer.//;q a frlo& calbZ1 3 Designer #bedrooms '3 T Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 10 o. ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(pplication for Misposal-0,y8teut Construction Permit i Application for a Permit to Construct( ) Repair( )`Upgrade(• ) Abandon( ) ❑q Complete System ❑Individual Components Location Address or Lot No. 44,0 G/cimW Ar'5 aor5 M.04 Owner's Name,Address,'and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 17.R t;arc v�N kn,c (oG�iafs 305alCO-7/5� Type of Building: Dwelling No.of Bedrooms _� Lot Size.) 32-7 sq.ft. Garbage Grinder( �) Other Type of Building �&Stelov4/Ll No.of Persons Showers( ) Cafeteria( ) Other Fixtures f . Design Flow(min.required) C) gpd Design flow provided .3 gpd Plan Date // - 2so -/ Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil x. Nature of Repairs or Alterations(Answer when applicable) %✓g�/� �YrJf%y � �,A/�✓ Date last inspected: + Agreement: b6g The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of` Compliance has been issued by this Board of Health, S,i/gne' --- i p `"_.._- .'/" -'""-" Date f"L/, Application Approved by � ,,; �y- ` , Y Y1 C. Date ��J * Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by ,� ,/3lGLr.+✓ i�C /lE6rG/» at 2-691 G/r1 AM) Rr/ ed& 4� sL,i�/S x' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Noc: C')<7—'-k-_31dated A/ Installer-D A , ,ir;A) f (e,L'yj I% Designer #bedrooms "� V Approved design flow :--�.:,. `` ��, gpd The issuance of this permit shall not be construed as a guarantee that the system will function aNesigneN Date , Inspector -s t ,._el No. r. J (� �-- Fee c�a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Disposal 6pstetn (Construction j9ertuit Permission is hereby granted to Construct( ) / Repair( ) Upgrade( ) Abandon( ) System located at zoo old AO) -9(J}} /V°G t5 ty\/U and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permitt~ Date. l / <,f J yam' Approved by a � �I ��.- . ��� � � c����� �08 � �a� - ���-� � �w� ��C� ���• �� 5 l i _ 5 z No. Fee THE COMMONWEALTH OF MASSACHUSE Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for -MispoSal"6pstrm Construction Permit Application for a Permit to Construct( ) Repair( )) Upgrade( ) Abandon( ) N/Com lete System Individual Components p Location Add-�1'EeDsws�or Lot No. Z O Owner's Name,Address and Tel.No. '-A,�Sk[-Vj Assessor's Map/Parcell ® rl _"p 110AOKC500r 1`�. ►�►3 Installer's Name,Addr ss,and Tel.No. i C 5' Designer's Name,Address,and Tel.No.L„d i-r-#A%t. Type of Building: Dwelling No.of Bedrooms Lot Size 2 . 3 sq.ft. Garbage Grinder( ) Other Type of Building Q�S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S�j) gpd Design flow provided gpd Plan Date o-z a- / Number of sheets 2. Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o e _h. fio*h Date Application Approved by ® Date Application Disapproved by Date for the following reasons Permit No. �- Date Issued ------------------ ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at ()� �l � _ 1�112iiS has been coXctedc r c with the provisions of Title 5 and the for Disposal System Construction Permit No t d Installer JeRkc !STWU!> Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date" Inspector i No. J HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(11 ) Upgrade( ) Abandon( ) System located at �o etCJ 1b,j\ gCX" and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction m st e o to ithin three years of the date of this permit. Date Approved by No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS / Nplitatlon for Misposal,*Pstrm Construction 3permit Application for-a Permit to Construct( ) Repair(, ) Upgrade O Abandon( ) N/Complete System ❑Individual Components Location Address or Lot No. Z o t a ok.tt Owner's Name,Address,and Tel.No. Assessor's Map arcel (� Installer's Name,Address,and Tel.No. { ' � Af Designer's Name,Address,and Tel.No:'� 6r I Type of Building: .. Dwelling No.of Bedrooms , Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ;�,_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 39/> gpd Design flow provided �� gpd Plan Date ► -L$- i Ct �``'. Number of sheets Z Revision Date Title C , Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: 3 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board oLHealth. d Date n l ►C, Application Approved byGO Date Application Disapproved by Date for the following reasons F Permit No. Date Issued ; THE COMMONWEALTH OF MASSACHUSETTS tj BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) s Abandoned( )by r at Z-1, has been constructed in ac e r with the provisions of Title 5 and the for Disposal System Construction Permit No. d a n Installer ER-N( �€ } '_H Designer #bedrooms , Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed 4 r... Date -° Inspector -y ---------- ------------------------------------- ------------------------------------ No. Fe e C/rHE COMMONWEALTH OF MASSACHUSETTS ` - PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to,Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 7 ))61a k k R IA. N Yt-G s and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. M Provided:Construction must e coted within three years of the date of this permit. j Date Approved by Town of Barnstable Inspectional Services • g Mrttvernet.e, Public Health Division Dun Thomas McKean,Director ata 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date:4—ZS- 20LI--Sewage Permit# 2bl402,Asscssorlps Map\Parcel (a&7 Designer: ' d�. bX.Jnstaller: Address: ?--c>- &)( 40 Address: 7746 On g !2M LLk—was issued a permit to install a (date) (installer) septic system at S(-oo H Lam— spy, H• 1� - based on a design drawn by (address) ,r dated (de gner) , I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the to rms of the I1A approval letters(if applicable) DAMEN (Installer's Signature) y h . 11�40 �D � (Designer's Signature) (A x I; ;. ere) PLEASE RETURN TO BA ABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoWeptA HEALTMSEWER connecASEPTIO1Desiper Certification Form Rev&14-13.DOC f r� I! r Do•_= 1 P 381 s 271 10-16-2019 2: 13 BARNSTAeLE LAND COURT REGISTRY Page 1 of 2 Return to: DEED RESTRICTION 00 WHEREAS,ELLEN M. DAVIS, TRUSTEE and THOMAS C. DAVIS, N TRUSTEE of THE PIKE REALTY TRUST,under a written Declaration of Trust dated o July 6, 1979,being registered as Document No. 25 3,65 8 with the Barnstable County Registry District of Land Court,with a mailing address of 999 Inlet Circle, #A-204, Venice, Florida 34285, is the owner of land located at 260 Old Mill Road, Barnstable (Marstons Mills),Barnstable County, Commonwealth of Massachusetts 02648 (hereinafter referred to as"Pike Realty Trust"), and being shown on Assessor's Map as Map/Block/Lot 046/097, and further described by Certificate of Title No. 78750; and WHEREAS,Pike Realty Trust, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be oincluded in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; 0 WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to _ granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Minimum Requirements for the -� Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building O permit for the construction of a single-family home on this property, is requiring that the Nagreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; and b Q NOW, THEREFORE,Pike Realty Trust does hereby place the following restriction on the above-referenced land in accordance with its agreement with the Town i of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 260 Old Mill Road, Barnstable (Marstons Mills), Barnstable County, Commonwealth of Massachusetts 02648, may have constructed upon the lot a house containing no more than three (3)bedrooms. Pike Realty Trust agrees that this shall be a permanent deed restriction affecting Lot 283 on Land Court Plan 30751-E(Sheet 2), located at 260 Old Mill Road, Barnstable(Marstons Mills), Barnstable County, Commonwealth of Massachusetts 02648. L v � For title see Certificate of Title No. 78750. EXECUTED as a sealed instrument this day of �f�^- , 2019. The Pike Realty Trust by: W)V Ellen M. Davis, Trustee h! ,by/ C' Thomas C. Davis, Trustee STATE OF FLORIDA County of :`; c�c� , ss. On this �`i day of A W.:\ , 2019, before me, the undersigned notary public, personally appeared Ellen M. Davis, Trustee of The Pike Realty Trust, proved to me through satisfactory evidence of identification, which was 'C- I I P'o m-)�a,;;� , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily, as her free act and deed, for its stated purpose as the free act and deed of The Pike Realty Trust. ro�►°r y- �? V +� Ba ba P�b,,�Stye Of TARY PUBLIC Graqy OB' E ies 18MmiO?Q 996es3daPr Commission Expires: ( STATE OF FLO A County of �jC�Ic�SU*�-- , ss. On this Jam` day of A 1`., , 2019, before me, the undersigned notary public, personally appeared Yhomas C. Davis, Trustee of The Pike Realty Trust, proved to me through satisfactory evidence of identification, which was Mots c.Q , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily, as her free act and deed, for its stated purpose as the free act and deed of The Pike Realty Trust. NOTARY PUBLIC N�raryP Printed Name: M a�a�bo sta�eof ommission Expires: '�PlreQ OBias�o��aQr)' F�dB - 'B/?�2p 99e8e3 No. ;1­0` Fee �_5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for -Misposa[.6pstrm Construction pffmit Application for a Permit to Construct(✓) Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. Z6o ono r,jLL Ro, K%.49raAt hats Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 4(/ 97 c0-Ws1RUcT10.j Installer's Name,Address,and Tel.No. Zit Q r,e4 NOC MJo n Designer's Name,Address,and Tel.No. 508=77G-")Or�3 I�pRw��N MA 02641 _ MIWAEL s. �Ak�cN I ttART.Ib & SToNE 'Ll<- WEC.LtR ASSOCIATES Type of Building: Dwelling No.of Bedrooms 3 Lot Size Z 1,397.E sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 o gpd Design flow provided 3S3 gpd Plan Date 11.2 8-Zo t$ Number of sheets Revision Date NIA Title S 1-rC- - S EId4<r E PUaN Size of Septic Tank 15oo C A«o,r Type of S.A.S. Cu n�qF,2S !N S-ro1J Description of Soil SEE TC.s-r 1-wz CACr Nature of Repairs or Alterations(Answer when applicable) NEw SYSre.0 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental a and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed, Date y-S-ZZ. Application Approved by i Date U r �i- Application Disapproved by Date for the following reasons Permit No. o Date Issued L( --- - -_—_ - -------------- 1 No. Fee P THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ; PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplicatlon for ]Dii J sat.#Psttrm Construction Permit Application for a Permit to Construct(✓) Repair( )xUpgrade-( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 2 oc o,a�c< Rr� p,pk`_�reN< h«c< Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 97 P IRCL �Ns R U�'r o:a Installer's Name,Address,and Tel.No. Z 1a%,�.d-u r use Roh A Designer's Name,Address,and Tel.No. S98r`T76-7�3 L11h(lwict: N,A OZGUs 11�LI1hC1 z,TAkAcEI �CAR7N i S?ol/E C LC WCLLtrQ J�S5c9GIATS Type of Building: Dwelling No.of Bedrooms 3 Lot Size Z 1,797.7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date 112 B- tg Number of sheets Revision Date N i A Title SI'*C PLAN Size of Septic Tank 1500 Type of S.A.S. C I 1 i n-aj:e c 1 N S- o k g Description of Soil 5 E S T s.s-r I Notc- L.b(r Nature of Repairs or Alterations(Answer when applicable) N Ew SNi.-rE r/ Date last inspected: Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental de and not to place the system in operation until a Certificate of s Compliance has been issued by this•Board of Health. Z,.Signed "er) Date y-S.7_2. r Application Approved by = I I --"' `'� Date L, -5•A-I— r Application Disapproved by i Date for the following reasons 'Fl - Permit No. d��l�'t Date Issued L( 7 - - --, - - - THE COMMONWEALTH OF MASSACHUSETTS <� BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓ ) ,Repaired( ) Upgraded Abandoned( )by 1`1 tc NEE T. rA IiA c a1 /LA2-r/4 S, S-rr,).iL LL(- t ' at ZGa O(,n r L� f:�A� r�nRc�ox' n+r« has been constructed rina�c'rycorddance / with the provisions of Title 5 and the for Disposal System Construction Permit No. �(y( 7 `,f"iodated "{ w Installer MICIVn[4- -I- -rhk1�,cIa Designer ��EiLr2 nssrX+Ar #bedrooms 3 Approved design flow 3�' gpd The issuance of this permitp*hall no 6e construed as a guarantee that the system ""ill funsh s designed. Date Inspector /: f.:. - No. (/ " E 020- r ---- -- - --- ' Fee- y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS .a Bisposal 6pstrm Construction i3ermit Permission is hereby granted to Construct(✓ ) Repair( ) Upgrade( ) Abandon`( ) System located at 2 Cc) (�L D M IBC 1Z0h t) M A^.s`r c r� c r-I L L_c and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 4 Provided:Construction must be completed within three years of the date of this permit. err' Date `-f / /2" .�✓' Approved by ':-pr TOWN OF BARNSTABLE LOCATION 260 OLD MP-L ROAp SEWAGE# 'ZO 19-402- VILLAGE MiasYoa s rout-t-s ASSESSOR'S MAP&PARCEL 4G / 97 INSTALLER'S NAME&PHONE NO. M1r_0ZL s--fAKAcA 508-nC 7003 SEPTIC TANK CAPACITY 1-500 LEACHING FACILITY:(type) u&Nmwxt 114 yr.,,C (size) 13 x ZS' NO.OF BEDROOMS 3 OWNER PERMIT DATE: H-5-ZZ COMPLIANCE DATE: Y. S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 5-0 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) JJ/A. Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N/A Feet FURNISHED BY Mic_�%xeL 3•TpK.Pe_N z 3z•. z9� 3 34' 36" 30 yo gtack of NousE Invoice . _ vl�&S&r 91_W i; c���, Jr Invoice Number: 57293 44 Commercial Street Tele: (508) 886-0233 Invoice Date: Raynham, MA 02767 Fax: (508) 880-7232 Apr 3,2019 Page: I Sold To: Ship To: Thomas Smith 260 Old Mil I Road 226 Monomoscoy Road Marston Mills,MA Mashpee,MA 02649 Customer ID Serial Number Payment Terms 7374W=.1 Net 30 Days Sales Rep ID Shipping Method Ship Date D,ue Date Best Wav 5/3/1.9 Quantity Item Description ... Unit Price Extension 1.0 ontract Operations and Maintenance Agreement 7X00 770.00 4.0 resting Testing of the Onsite Treatment System. Samples 215.00 860.W taken for the first year. 1.0 Barnstable County Barnstable County Fee is$50.00 per property. 50.00 50.00 Please contact your Health Dept.for more info on this fee. � ------ ------------=-=-----'CUTHEREANdRETURNBC:TTOMPORTIONWITHPAYMENT----,--------------_-----_: f 260 Old Mill Road 57293 Marstons Mills,MA tlH3TCPINTCR iftEH:fT�flT 5 44 CONHERCIAL STREET RAVNHAII, HA 02767 TERIIIIIAL IN 008633281 HERCHANT O: 4982VZ92881 O;TSA Subtotal 1.680.00 AkXXxxxxxxxxic1296 ± Sales Tax S' j BA1CH: 801289 - INVOICE: 289391 Total Invoice Amour 1,680.00 OATE: AFR 03, 19 TIRE: 13:8b Pa ment Receive SA: OR All: UV AVTH 110., 550270 CC y 1,680.00 TOTAL 0.00 'TOTAL �1600.00 - *If you prefer to have future correspondence emailed to you,please CUSTOMER COPY include your address below: I Email f 44 Commercial Street I. i Ra i ha: MA i y m, .. i 02767 Test (50ey a80-0233 Fpx:(508)$i30.7232 INSPECTION"D TES fNG`AGREE1ViC NT Agreement entered into by and:between Wast-eWA0 TV 1 iient;Sci'viees;.I c,(hei;el:0 called WTS)and the FASTS System OWNER(herein called OWNI R)for Aie spection by WTS of certain:equipment of OWNER l which is described below. l i Upon acceptanoe.ofthis agreement at-WTS's office,WTS 111 render rile following services only: Equipment Will be inspected.at least 4 tifnes per v at`.fol th f rst veal..ftheu tedirees td 2 kfines)with the first inspections beginning Thesernspeetionswi; include; l 1) Testing ofthe sludge;depthAa the septic tank. a I 2) Inspection,power testing and.clean/replace intake lter of the air blower. t 3) Inspection:of the alarraa system. 4) Thspect.overall'etitiditioil of)C11cST@Sy$terrr. I l l i 5) Notify OWNER of any problems encountered,l { 6) Service o.tlrer than routine maintenance w ll.be billt a m hourly rate,plus travel.-and parts;. t WTS shall notifythe local Board of I ealtli_ano De artgie I of Environmental.Protection is writing within 24 t p hours of a.systein failiare.or alarm event indiding correM i 1neastir6s'lil r,have beeii taken. t 2 i f OWNER will be billed standard WTS charges fo any part. lased in repairs.or m.ainteiia0ce. Any additional labor- the K Will be b:ille[`to the-OWNER at current labor- ates. } f y i Emergency service between regQhfr yrigpections:will,be pro i.ded.at standard labor-N tes dui ing;i 4r•ural Wsiness hours; at lime and ono4ialfafter SM FM:and on Saturdays nd at double.time on Sundays and holidays. Emergency service char us.will iachide a"rnrnmiulri four(4 ours;of labor;;plus.standard Vi�TS char-ges.for parts, i plus.m.ileage and travel charges. 7"he annual rate nclude'& .ritinemaNte.nance,but does not include repairs t I 1 required for damages caused by abuse,accident,theft,acts third persons,forces of"nature;or alterations made to x g the equipment. WT.S shal l not be.responsible for failure tof ender the agreed services if caused by stakes,labor- WPM dislitites;.iron-coari by Q'OER,.or ofiher ctiirs tie itd.tiie control ol`WTS... i I OWNER uadetstaiids And agrees that WTS as nofiesponsi le for special, incidental or eoiisequetitial damages,. i ' includhigEiuttigtlimited.to`loss:ofVMe;:10jinyto,�esorio. lpropert. ot��.oquiprnentfailure. t 1 OWNER agrees.that WTS May erlterOWNER°s'propet#y r d,have accrrptable access to all areas deerped by: WTS to be necessary.or.appropriate for WTS to perform:it duties hereunder. t t j Current'WTS practice is to send DY- M,R.approximately )I days.before:expirafii'on of the terns of file current. l contract.all invoice foi'olte year of service. It.is OWN.M.?, responsibtlit to timely retitiia fire Payment. WTS I must reeeive the payment beforetexpiration of'the current:c 'ritract year:to assure cori:tinuous contract coverage. E F it j it i i. V i Failure to return payment may result in suspension of serer eaiicell-atitn of"the cOiiUactand/or nullification of warranties,at the-electiomof WTS. OWNER 4i4y not assr thus contract without theprior written consent of WTS. It Nvill.remain in force until a perty cancels:by w.—fI e jioticeto-the other at the address given herein; i t MANUFACTURER. MODEL N0. SERIALNO. LOCATION ANNUAL- -RATE PERMIT Bio-Microbics Micl-OFAST 1 lashpee,.MA $770 00 General=Deriite fild hides:(4)Field Tests EQUIPMENT OWNE W al ewatei Teeatnient Se es *Signed by OWNItR; `l I Si Thoinas Smith 260 Old Mill Road 44 + minercral'Shee, MA storis Mills,MA 02.648. Ra dliain,MA 02.767 i Tc (508)8$0-0233 :�Fa ._!(SOl3j_880=7232 f Telephone: t fveI)ate;ofAgieemE»t ! E-mail address: OWNER unders d `t tanshtltl A .a NNU L . . RATE"a meat r Dire year`onl. eoriii encin on the effeeti e:dateset Forth above and is non refundable;and(2)Cur rent'DEP Tie i atrons regiiii;e Own-011 to riiaintuitt a service agreemerrf for the}ife of the FA$Ta'System,and( J A :RATE.rs subject to change based on current WTS t rates. 'r)<iAVE READ AND` .DE). '� T-p i ii o)R4 rONO. *Signed by OWNEYt;. �<2 l Field Testiire. Onstte testing will be.perfot med quarter iy for the fitst year a�rd -linimper year thereafter. Resq[ts will be-used to demonstrate'that.-the systems are operating at t sec rndary_tr�attnent standard bbQ ft/L of-BODS and.TSS. The followin .will be ofor"e $ l t rrr d. 1-). visual examination of the effluent for color,tu.r i l ty and effluent solids. 2) Effluent pH`to-de qmr ilia tfalte waste.ivater is.b ti een 6 and-9`standard.units: 3) Dissolved Oxygen,2. J or more,to�nstpe tl tithe_system is operating, 4) Tutb.idity,less than or-:equai to 40 NTU i If the effluent does4ot meet effluent quality standards-a`gt`a ;savaple 4vill 6e:collected fok laboratory analysis. Restilts sent to state and local Agencies as well as the OW i+'R OWNER is--responsible for providing accejstable j access tto effluent for field testing and/or to enAble 5a grab sa�tple'to be taken for labor ator"yfestmgperformed..'If such laboratory sample is,required,OWNER will be..responi ible fop charges incurred. IF 146IBE01 THP5 COST TOR THIS ADDITIOl`lAL TESTING WILL BE, 200-A 0NVISIT.. Effluent Testing State requirements.are four(4)grab samples per 7 earfor th list year:and 2 trines per year tlretealterforNftrate, Nitrite,and'TICN at a cost o 2:l S.00/tes - *Approval for Testing 47-5?�-:: ? ;` - attn ` tn Ownet's e Opel ator,hssigi ea Michael Mot ea:u I Telephone'; '(5081880A1b { Town of Barnstable Board of Health MAS& ' saR �e 'I� 200 Main Street,Hyannis MA 02601 Mass. s6 9. `4 Office: 508-862-4644 Paul Canniff,D.M.D FAX: 508-790-6304 Donald Guadagnoli,M.D. John T.Norman F.P.(Tom)Lee,Alternate February 28, 2019 Mr. Thomas F. Smith 226 Monomoscoy Road Mashpee, MA 02649 RE Monito`rmg:Plan Approval /260",-`,(-., ld Mill Road_'"Marstons Mills _ Onsite Sewa a Dis osaI S stern with a'0 5 MlcroFAST Seconds 9 p Y rY ; a; Treatm`ent Unit Dear Mr. Smith: You are granted permission on behalf of the owners, Thomas and Ellen Davis, to construct an onsite sewage disposal system with a secondary treatment unit at 260 Old Mill Road, Marstons Mills, Massachusetts. This permission is granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The system shall be installed in strict accordance with the engineered l plans dated-November 28, 2018. (4) The,designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated November 28, 2018. (5) The applicant shall submit a copy of the signed Operation and Maintenance Agreement (0&M) between the contractor and the homeowner to the Board of Health. Q:\WPFILES\IA Approval 260 Old Mill Road MM Smith BOH Feb2019.docx (6) The engineer or O& M contractor shall conduct inspections of the I/A system and shall monitor it in accordance with pages 7-8 of the Department of Environmental Protection 'Standard Conditions for -- - — —Secondary Treatment Units Certified for General-Use dated Revised-- March 20, 2015. (7) The applicant shall also comply with the Department of Environmental Protection `General Use Certification' conditions for microFast systems dated February 13, 2013 This permission is granted because the proposed plan appears to meet all of the provisions of the State Environmental Code and local health regulations. There are no variances required to construct the proposed system incorporating secondary treatment utilizing nitrogen reduction technology. Sincerely yours, Paul J. Cann' .M.D. Chairman Q:\WPFILES\IA Approval 260 Old Mill Road MM Smith BOH Feb20l9.docx LI) Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K SULLIVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNEfH L.KIMMELL Lieutenant Governor Commissioner GENERAL USE CERTIFICATION Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: Bio-Microbics, Inc. 8450 Cole Parkway Shawnee, KS 66227 Trade name of technology and models: MicroFAST®Treatment System, Models: MicroFAST® 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0; HighStrengthFASTO Treatment System Models HighStrength FASTS 1.0, 1.5, 3.0, 4.5 and 9.0 and Nitri'FASTS Treatment System Models NitriFAST® 0.5, 0.75, 1.0, 1.5, 3.0, 4.5 and 9.0 (all hereinafter called the "System"). Schematic drawings illustrating each System, a design and installation manual, an owner's manual, an operation and maintenance manual, and an inspection checklist are part of this Approval. Transmittal Number: X236074 Date of Issuance: Revised February 12, 2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this General Use Certification to Bio-Microbics, Inc. 8450 Cole Parkway, Shawnee, KS 66227 (hereinafter"the Company"), certifying the System described herein for General Use in the Commonwealth of Massachusetts. The sale, design, installation, and use of the System are conditioned on compliance by the Company,the Designer, the Installer,the Service Contractor, and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 19, 2013 David Ferris, Director Date Wastewater Management Program, Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5761.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Y P Bio-Microbics,Inc.-MicroFAST®,HighStrengthFAST®,NitriFAST® Page 2 of 3 Revised General Use Certification Issue Date:February 19,2013 Technology Description The System is a Secondary Treatment Unit(STU). The System, MicroFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0, and HighStrengthFASTO 1.0, 1.5, 3.0, 4.5 and 9.0, and,NitriFASTO 0.5, 0.75, 0.9, 1.5, 3.0, 4.5 and 9.0 units are installed in a tank or tanks having a primary settling zone and an aerobic biological zone. Solids settle in the primary settling zone that is quiescent. In the aerobic zone,the sewage is continually agitated and aerated. Bacteria in the sewage attach to the surface of the submerged plastic media; they reproduce by consuming the organic material in the sewage. Conditions of Approval The term"System" refers to the STU in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. The term"Approval" refers to the technology-specific Special Conditions,the Standard Conditions for General Use Certification of Secondary Treatment Units,the General Conditions of 310 CMR 15.287, and any Attachments. For Secondary Treatment Units that have been issued General Use Certification for the installation of a System to serve a facility where the site meets the requirements for new construction and the design flow is less than 2,000 gpd,the Department authorizes reductions in the effective leaching area(310 CMR 15.242), subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Special Conditions 1. The System is Secondary Treatment Unit with General Use Certification. In addition to the Special Conditions contained in this Approval,the System shall comply with all the "Standard Conditions for General Use Certification of Secondary Treatment Units", except where stated otherwise in these Special Conditions. 2. The System is approved for facilities where the design flow is less than 10,000 gpd and where a conventional system with a reserve area exists or can be built on-site in full compliance with the new construction requirements of 310 CMR 15.000 and has been approved by the local approving authority. 3. The MicroFASTO 0.5, 0.75 and 0.9, HighStrengthFASTO 1.0 and NitriFASTO 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500 gallons constructed in accordance with 310 CMR 15.226. 4. The MicroFASTO, High StrengthFA STO and NitriFASTO 1.5 are installed in the second compartment of a two compartment 3,000-gallon tank constructed in-accordance with 310 CMR 15.226. w072368 Bio-Microbics,Inc.-MicroFAST®,HighStrengthFAST®,NitriFAST® Page 3 of 3 Revised General Use Certification Issue Date: February 19,2013 5. The MicroFAST®,HighStrengthFAST® and NitriFAST®3.0, 4.5, and 9.0 units are installed in a separate tank constructed in accordance with 310 CMR 15.226. The units are located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system (SAS). 6. Access shall be provided to all tanks in the primary settling and aerobic biological zones in accordance with 310 CMR 15.228 (2). The primary settling tank shall have at least three manholes with readily removable impermeable covers of durable material provided at grade. Two manholes, over the inlet and outlet of the primary settling tank, shall have a minimum opening of 20 inches. All access ports and manhole covers shall be installed and maintained at grade to allow for maintenance of the System. w072368 January:8, 2019. R6; 26Q..010'.-Mill.Rd. Ma.rstons Mills,.MA 02648 Tristram.Weller of Weller&Associates and Thomas Smith has our authority to act on.our-behalf with the T own of Barnstable to obtain Building Permit and necessary documents to build a single family residence Bab.0 Thomas Davis.. Ellen Davis t O 7711 DATE: $95.00 FEE*: BARMAB 11639. �+? RE oioa 9` b,q. IN Town of Barnstable Y --, -7 y SCHED.DATE: Board of Health la 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 '. 1 Paul J.Cannif�D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. Junichi Sawayanagi VARIANCE REQUEST FORM LOCATION ,A PQ Properfy Address: 016,0 Q�� AT f eoaz-oA'. 1`(a Assessor's Map and Parcel Number: V Size of Lot: Wetlands Within 300 Ft. Yes Business Name: �N�o-�_ Subdivision Name: APPLICANT'S NAME: I��DY�tG��S :5 r Phone Jed Did the owner of the property authorize you to represent him or her? Yes t.�— No PROPERTY OWNER'S NAM r C J CO ACT PERSON 6v ttl �`2u (lFa (l-n?4%16avl Name:� � 1" 1 Da li ) Name: I Address: Address: 16 E �� � -�.�`-t eZo�� Phone: Phone: 5-0 5 ' 7 EMAIL: 5"Go r) VARIANCE FROM REGULATION(inciaeg.code#) REASON FOR VARIANCE(May attach sep to sheet if more space needed) AI"c l"CZ NATURE OF WORK House AdcAtion LJ House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as S collated packets. A..Five(5)copies of the completed variance request form B. Five(5)copies of MA DFP approval letters for Innovative/Altemative septic system(when proposing an I/A system or secondary treatment unit(S'T.U.). _ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.bamstable.ma.us — D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. _ A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request fj Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only} G Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Cannif�Chairman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Junichi Sawayanagi Q:\Application Forms\VARIREQ Rev APR 4-2018.docx Ellen Pike Davis 4A 144 Turtleback Road Marstons Mills, MA 02648 October 28, 2007 C`Y b � �C,,�� Town of Barnstable Board of Health D Wl 200 Main Street Fes" Hyannis, MA 02601 RE: Hearing November 12, 2007-- Gregory and Karen Germain Request for Variance Dear Sirs: I am not opposed to the granting of this variance so long as my lot, 26.0_O1d1VI ILRoad;f owned by Pike Realty Trust, remains a buildable lot. It has always been my husband's and my intent to sell our current home and to build a small retirement cottage on this lot. Since we are both in our sixties, the time for this change is nearly here. I cannot support the granting of any variance which would jeopardize the status of this lot. Thank you, BaA3 CAD Ellen Pike Davis CC Gregory and Karen Germain 4 CD 1 __ EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS OF FEBRUARY 26, 2019: Tristram eller, Weller Associates, and Thomas Smith, potential owner— Mill Road, Marstons Mills, Map/Parcel 046-097, 0.48 acre parcel, proposing a Fast System, no variances. The Board voted to grant the allowance of the Fast System Innovation Alternative (I/A) system in accordance to the MA State approval letter for General Use. (Unanimously, voted in favor.) (Among other items included in the MA State approval letter are two requirements: 1) I/A Deed Notification and 2) Notification to the owner as to the cost of operation and maintenance of the system.) I� f Town of]Barnstable p# 31 a� Department of Regulatory Services �y5 Public Health Division Date 200 Main Street,Hyannis MA 02601 • �'O�En ntK�� . I• � Date Scheduled l Time / ,D� Fee Pd._ T°' s: _�+;• tit A< r . �.� h , C ON Soil Suitability Assessment for S ge Disposal N' Performed By: Witnessed By: LOCATION&.GENERAL INFORMATION Location Address Owner's Name r 14A0kV5Ck__E1 M1 L4-c5 Address Assessor's Map/Parcel•itc .:-cr7 f s Engineer's Name 4 � NEW CONSTRUCTION REPAIR c Telephone# 5e cg ie,_4 6j t'2Z Land Use Slopes(%) yM Surface Stones'j J � t Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well v `ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ti.0 69 rl 4-\ . R � � Parent material(geologic) +� �y ` :Depth to Bedrock d Depth to Groundwater. Standing Water in Hole:_ Weeping from Plt Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL'MGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to soil mottler In. Depth to weeping from side.of obs,hole: in, Groundwater Adjustment ft. index Well-# Reading Date: Index Well level Adj,t+actor A41 droundwater Level m ' PERCOLATION TEST ngtd—----, Than Observation 2 1 Hole# ../ Time at h" Gi ti! It Depth of Perc � t �t" Time at 6" Start Pre-soak Time @ I�O• ['Y n ` End Pre-soak w Rate Min./Inch Site Suitability Assessment: Site.Passe '• Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- s , { *,**If percolation test is to be conducted within 100' of wetland,you must first notify the. < < . Barnstable Conser-vation Division at least one(1) week prior to beginning. • Q:ISEPTfCtPERCFORM.DOC.7_ 1 t� DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,,Boulders. onsistency.%'(3rivel) Ile ©� Sa ©l/6 "- 1-e A- G tr3(t23 2'-Z " !9 L4 S La _a-C, T DEEP OBSERVATION HOLE LOG Hole# ?/ Depth from, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, %' j DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Othcr 1 Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnite t r 4 . I 4 �• DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon - Soil Texture Soil Color Sall Other Surface(in.) - ' (USDA). - (Munsell) Mottling (Structure,Stones,Boulders. consistency. . Flood Insurance Rate Map: / Above 500 year flood boundary No— Yes .V_ Within 500 year boundary No Yes r Within 100 year flood boundary No,.,.._. Yes Depth of Naturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious mitarlal exist in al l-areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification llJ ' I certify that on (date)I have passed the soil evaluator examination approved by the Department of ironmental Protect' n and that the above analysis was perfor7- Signatured by me consistent with . the required tr inin perti �and x erience described in ,CMR 15.017. i Data :1SBPTICVBRCFORM.DOC i Covered Porch i I NAC i- i"'„ I• MBATH 4 1o6x1z MBR GREAT RM �� 13'x 18'4 - -1 15'x 20.4 DIN RM aun un f " t 1'4 a 14'4 is t.. s 8ATH2 "�. c-- s Entry •� �^ -� WIC N7C taro FOYERBR3 1 KITCHEN 18'x8' �- -==- -- -. i =Covered Porch TWO-CAR GARAGE 21'4 x 21'4 tY_yF !{ r.--•=_�'c-i`.--,- -�---�_- - Plan Number 94182 I Order Code 01WEB I First oor an FamilyHomePlans-com z- U.S.customers call 1-800A.82-0464I Canadian customers call 1.800-361-7626 Click Here to Mirror Reverse 1 _.._. / I TId3e PlAN9 PRL pRpT[L(CO UUDCR![DBIAL : G:"44GM UW9 Dr JAMB PART OC91GN.AMr �� itITR000OTION.OR MOl'HPiLATON OP MLSC Y ,1u wnOIC OR IN PNCT,WITHOUT MC gPRG55 WTUTRN CONSENT OP JHAt9 PANY RSWN 15 A VIOIATON OP LOPrWGHT LA'A5. L[M RIGHS AFC UMrtEO t0 ONC-TMC U9C {� Y}t CONSTRULTON OP ttlCiC PLANS. tNunnowzeD UTrRAnoNs oR ammare TD "'.,,� 5 DRAWNG 19 A VIOUItON OP TH[NLW YOW. SaTC COIIGTION LAW.ARiKt2 14s.9fLTON Tzo9. 'mat BU!W OUT B'PROM WALL 6 13'.2' r�rN aau OePVrNDI.2mo Flry•James e P.E..P.O. I WPON NO. " AR nphb resmva4. `I"! �'T� BKT0X8%3.B OR E0. P.6ON NO. dyY.i�•a+a -- -- 12 BKTB%B%3.B N EO, y/16'O.S.B.PANEL BEHIND 12 WINDOW PALM OUTER SURFACE I O NEVLSION T BLACK(1YP.AT UNPIN.AREAS) 10 lKy. DATE BY DE3GRIPTION vINYL BOARD N.Bmm� ,r, PRESCRIPTIVE ENERGY,fffIGIENCY GEN. I1/13 C.t UPDATES TH15 BUIWING5 TnERMALEIO/ELOPECONFORMSTQ.TSIC'MINIMUM PRESGRIm-REOUIREMEM5 GEN. 4/16 JTL O5 UPOATE5 ® SET rourI IN 4E-ON 40F AND TA„&E 402, .2(PPKTIAL SHOWN OELOYJI IN The 2015 GEN. I/1 Z CRB 05 UPDATES IpV,fRT(pyJy�[iBP.GY WNSFRVM1TION OODe FOR CLIMATE ZONE S i:6 y O t ® PARTIAL'7ANLC R402.1.2 ' 2 0 _ . - N9u4A+ E O ANa'PEN�as:A RNC�ulRcrnD+r s B coMrDriZENhrF E 6... ACTUAL O" N NO EwB KTI6%1B30RED 32 ELM C. O rENESTRATION U PAOTQR h O SS O.SS 0.55 r- d SKYLIGHT'[J.rALTDRti:' 49 49 49 TOTPL CZl NFRRAMG WALL R-VAW[ 2O Y} 5M1 20+Sw 13+lOn 21 O ® ® ® �✓ 3- MASS wALL R.VAW[: #3/1� 1520 30 HT. S�9 3599 I' ®UlliJ LillL ® Q S/AB R VAWE DEPM d - NA II II _ III :'1 S/19 IS/19 CRAwL SPACE WALL R VAWEe 1 b P 51:I loot 3048 C I-24 244D 456 . . i1I I I I ll l _ I II ®�� ' � R val � d�U t aut1M enr sank n dd s�SdHGtLh,e�a re mna,am,mumi>s Wchen n>ulaAon n matallyd n a 1� h - H2456 2 mn ylu �bwmhv. J: b TM r Iron aced - - AMARR CLASSICA TS OR EO. I � (W tntum SI1GG maP"remenl>:n climate IDno I mro,gn 3 Mere Me SHGC rw>ucn>LY15t'L'don RAIL STSTTSA AS SCLCLT[D GO a B.O O n D } aced eRerwr of the home w R 19 caw y CCR205 OR.OR EO. 12 DIA TAPERED WL I >' TS/19 0 R 15 runun:aue m>Wabon on[he rrtenor R 5 w C GRADE VPRICS W/CGR3400 5L I ON 20'x 20-BtK.FED. _ — >ulatwn aC Lhe ntrrror of Ule ba>emwR wall 415/19 tMeaMeror Me b»emcn[wall plus Wl LT.WT.9TONe VENE[R ----- y' tte permitted to be met w:NRl3 tawty n>ua on an ---- LT. R 13 r� y WT.$TONE VENEER ---- 1 ..::. vUR--I^O rontnmusromulabon on a nternr w afir:or of U1e name or Me wne vlt GARDEN WALL W!SILL I I I I '�O!13 m 1 I I 1 `.;i Mahon at the,nteror oT Ne ba>emerR wall d.R-5>hall pe added to tl:e reglnred>Ub edge R valves rar nested>lab'+.ImuUbon dePN:stlall be the �,� -- - Climate---------------- yI --- -------I _—_—_—_—_—_-- tthhre — u uq rum re9 MmM wnarm- ZHoume d lorbnm as eermed by F 9u re R30I.1 -- xmn wlwot ---------- and _ ..... -' Tabe R301.1 ---- eaweyR-I mmmwm 13+5'meam --- I O h.me r nt value n uwtr rmuuaon.ue>ecora rawe o mn[m:rons:mwbon,so" PONT ELEVATION R-13 U Ly mWaUo P>R'S ro°N^O� wlaron :.The second R value appl<>when more than M1aIT Ne n>ulaUon n on N:e:Menw d the.ma>s wall. EXTERIOR MATERIAL SPECIFICATIONS a cR OOWB: ALLWINDOWDIMrN3$ON5NOTEDARCROUGHOPENING PURGt1A5ED BY: MANurAOTURER: 'ANDERSew - THOMA5 SMITH sEwEs: 200 5ewe5 nP Low e - TT.Pe, oUB C7 A Il HUNG T U VAWE: I�"� :::.. © 5CAM I/4"—I'-0' WINDOW MEETS OR MCeW5 THE CGRE55 RPOUIR[MEN15 PER IRC 2015 5ECTION R310.1 T WINDOW MEET5 REOUIREMENT5 FOR HAZARDOUS LOCATIONS NEED SAFETY GLAZING PER IRE 2015 5ELTION R308.4 "ON NO. WINDOW OPENING CONTROL DEVICE ooMILTING WITH ,a BKT5X5X3.0 OR EQ. El ASTM IF2090.2 PCR 2015 IRL SECTION R312.2 I'-a DRAWING TITLE: 2 ...... ....._... FRONT t LEFT SIDE ELEVATION MANurACTURCR: -rneRMA-TRu'oR eo. Tr%oR FINISHC5: - SIDING:RY VINTL SHAKE ON PROW,VINYL CLAPBOARD AT 51DE5a REAR 1 12 MASON : UGHT W EIGHT STONE V[NECR I 1 O. _—_ i 0 PHASE le""'�'1v"' GONSTRUGTION DOCUMENTS BOX BM_ —CORNIRBOARD5: I a6 A08 FASCIA: 2xB AL.WRAPPED :: I x2 ON 2aB AL.WRAPPeDWI 1 x6FR1E2[ —._... JOB NO. PROJECT NO. Cy. ---- --------- D -243 10-1720-2 RAKE: WALL fTN[2C: Ix6 tBY: RAWING NO. lab vh1 MNDOW: Dox DOOR: _ --- -- _ SnL/TTCRS: 12-0 TAPERED ___ --_ --.--. . 2'6' i n MLK WWMN MOWING: 'PYPOM OR EQ. - _ _._-- - ::.::. _... N cnecKm BY: O f G ;ppF —LNG: :: p� 2440H2O40 — KAD Q DALE: MATERIpL ASPHALT SHINGLES' O JAN.2009 V[NTS: RIDGE VL,NiS :. S. 4 --... GLJTTER5: 5-ALUMINUM .. ..—. T.o.BIK. oovmspou FIN ON BY.CONTRACPOR IN FlEw- — 15T PUXJR .. ___..._.._— 12'DIA.TAPERED WL. I.OBIK. RAIL.SYSTEM I ON 20' :.:.:... 1 W/LT.WT.STONE V[NEERI (e GRADE VARIES I AS SELECTED 2 cR5.WIh I r--------� I 1 I 1 1 I -------------------� ------- __ LEFT SIDE ELEVATION ,lames Fahy Design 2024 W.H--m Rd.5-M 3K STALE:1/4'�V-q Rochc9 .New Yoh 14623 1 585-272-f 6 Pu f.y-2 2-ItpB webs:te:www.,lamelahy.com r s r .s l - :APrWGM NDncc: ' :¢se nMa ARt IvareclED uuD[R reoeRAi bP4BGM IAMFJ BY JPMES fPM DESIGN.PN1' eEPRODULTON.OR MOOIFCPTION OP T11P5[ ' :'INY',IN Wn01t OR IN PPRT.vntnODT THC D�R195 W WTRN CONS[M OF JNA[5 ffWY JfSIGN 19 A VIOUBON OF COPYiIGM LPM9. V�ORNCONS'Neut'BOu OP TnCSC PLPNSMC US[ t STpTC[WC nON WNn��PDDRI���N . ?L-77777- TV 5 DRAWING IS P vlOwmON 01'TH[N[w vORK 7209.4 .'a ' C4PYrlihl�2018 Jmrles F.Y.P.E.P.C. i% NI 2BaN94 P^ A. :i 12 NO. DATE BY D[�R1Pf10N 2 GEN.i I fl3l CME DPDATFS . 10 1--- .. GEN. 4 16 JR GO UPDATES 12'W. GEN. I/I'J CRB W UPDATES TYP. Box BM. Nor CIG. 5 o �� ® � ® _ __ __ . A O .... - 244DH2O4 § E 2 4DH2460 2940H3060 244DH2460 m —_249OH2956-2 I 2940N2456_2440H3056-244D112456 ---_ ISi?1fIOR = IST FUJOR ._— rwn9OBO r.o.B1Jc. IIII II III I I IIII II IB11 1 z cRs.SASH I 1 12'a TAPERED BOx COLUMN cwwe vPRles 01 4040© D.V.GA5 PI E I I CIP.ARANCes PER MFR SPECS. __-_yJ f I I 1 1 L Bomm KEMP 5236 60 PASY�LEk1 1 t I I I I /CLEAR 1EY.GRATE COVE AFCtY GRAR t S[E@ 1 STE 5EE DETAILS B3 5ff S I REAR ELEVATION SCA1L 1/4'-I'-0' .. d CUM PURCHA5ED BY: .,. THOMA5 SMITH 12 �7 DRAWING REAR t RIGHT SIDE ELEVATIONS 12<y 1 I ': .. 0 _____ c1G C0145TRUCTION DOCUMENT5 't :( - JOB NO. PROJECT ND. - Q ® b A08-243 10-1720-2 - -- - ORA BY: DRAWING: LK -- - M BY. /T N — .._ —.._— __ KAD 2{ - O 244DH2456 ST FUJOR JAN.2009 I 0 i.O.B i GRADE VARIES I I _________ - -__-__-___� 1 I Q 77 I I 1 I I I 1I s; s RIGIIT'S1DE ELEVATION 5CAU::"A I'.O James Fahy Design 2024 W.H—ata Rd.5ute 3K Y i Rooh fester,New York 14623 M572 SB IC5 Pa 5-M 1006 ........ - @j l hy.com webs:.:www.Jameshly.00m Y:. CONCRETE: 3.INSTAUlATIONS: "ORRIGIR NOTICC: ' GENERAL NOTE: 'HCSf PLNr9 PRE pROTCCTEU UNDER FLOERPE Al remforceel mncretr shall be fumnhrd all imdlled in acmrdarm veto Me tamest ACI-31 B'Byibiy Cale Requirements Wr Rernwrced ConweW'. COFYNGHi 1AW9 DY JAMP:a PAM'Df5'GN.ANY Theo plaro re prot<e[ed M Federal LopyvgM taw.Reproduuwn or moddratrm d Hesse Flaro wlnout Lhe-n[wn mnxnt d James Poly Ougn m 2. In on-grade corc+ete slabs tlu wnMN woe fabr,c rernforr�ment(when requnedi mall be IoyWd mdwry rn Ne slab Nreknroa A, Al surd-alb dawn on drawrrga snan nave stag'IF-at 16'de,.-,I-trace mown otMrunse r"•EPftOWCTION,OR MOWPICAPON Or THLSC >trictlY prohwtM. 3. NI erten«rororetr w be arc-entrainM. B. Tap I-'hall be d-bled Al- stud walla. +1PN5.IN wl,gL OR iN PART.wTM1UT THC 4. PrrwMe mrretr rcmrwny ban a[I-G,4 1-wfiere sal n-1-fill.Ban steal!be 2 'l ro. ban,at Lhe w bIXtem-INd 3'a minimwn C. Cripple uMer healers shall ta:ronrinuoua W sale Piave. aPRLaS WRITTEN CpNSCM OF JMAGS TAM' I. LOroWCG->hW1-Mann W Lhe late[ediWn d Me 2015 InWnatmul Rerd<ntur Cade veto Ne 2016 ffr5 Rerdentul Code Supplement.To dim .unless noted dAervnx.Corerctr rcree-ay ban are rot requirce rt fiRs4rgs zany-uror>turM:d xd wth a bearry upaucy d D. Blxk all stud-alb»rrgwred fix sneaMiy. ,.�;'qFi__;:;;: T#Slfi 15 A VIOUTION OY CCPTPJGHT LAWS. UCM R1GM5 NtC UMITFD TO ONE-PMC US[ beowk4ge. profezvnul l q apcu canepliaem vet 2000 KI-'t now'oMerwsse-bra Araw E. Beam',guiles,aro,,..>upprxGy bean-warts w 1M mrmnbatrd loads.shall rot be rofehed unk»ape<dieE.Jonla-m<ef+t a abwc.may .+ypR GOPGtRUCTION OF TH[SC RArYa. bee d w. belcl all id emeM tnex pan and M1UGoro are in n the 2015 Ireernatwnat frmrgy 5. Prvwaam must be tales w protect all mrorew sw«k hum host damage wth spraal attrrR pad w lodiys and other m ode mretr 4on bn rolz.[vd ro'gage than I/6 the depM pewded such rotrM a loafed-toffs V3 spm AOm fare d wpprnti Saw:cub Wr rTok'cl1e+snan u4 over Al Conaervatron LOMwCGon Code veto Me 201 G Eurgy Cade Supplement. gr de M d coven.Hde in ta,beams all den dull roc be Ir has U3 the de 1 membe UNNRHOWMG pLTE1tAT10N5 OR ADONIONS TO 2. Corowr.[ron doamenb f«Ma wwk nm been 'arm veto arGxKr-tars ane a prnr w bwAh y all uelwieg Um bwlding, p pm g r gun dumeW[ pM o j/W pnall be b JFed:.WrWn renal haH .ryW pIAynNG O A NOTATION I THE N[M yORR mnimum rcquxemerres d LM refaces d rode'.�Waree m areor garcra y rcepled .rg neenrq pracbre W meE 6. Mchor bolo steal ramlarm ASTM A-30>all aha be 1/2'dumeter all 10lanq un css rrthcra x holed fu o.n.l.Pirement of mcnw bold shall of Lne>Pa^NI Hole.aha I W rcn4red wth n depth d member w[Ir a m n mwn d 2'1—rem rp leas all beLLY dull ble.HOYti.;aM rottlrea m be:12'team Irte end 6 my mum ntrrmcdutr s n mum 2 bold per Scmn ad sect on n $TATf Ct>UGTiON UAW.Afp1012 145.5[CTION 9 In Lhe went d mnart between-Renato rode ind Kgulmoro all relnenrrd>tandarM of Mn.e dnwy>aro spailra[wns,the morn>tnngenk. p o c pay y m g fd soil'shall be IoratW veto n 113 a!heght imm uMer tap or Lrxttem but ro kn M1a B•tom pf reA}jplltp all Helen 'tads dial no[exceed >209. ` prow.ane.N gwem >. Frwde 6 mJ poyetMlena vapor bmr a membrane mmpiy y wth A5TM D 2103 wkme MraWf-drawys. !/4 d the stud,vdM Ho c bxriJ Chroyh ands may cot urerQ 40gh Ol sti A wdM d be ro ppaeY mal15At} al9e d sW4 i 4 Contractor atoll be rcak br all mrtenal>,comtructm m<[nW>,crak>mamn p,proudure>.+d mod Lwm hroludiy osier). F JOsb raftrr,all decYey shall not be cut aro headed or enplaced w pnmd I asp g n doh fl pt 'Nailed-drawng+ Y G.paroib leotall all bmm�b members wth crown up NI beam and p ac nCc xdiuns[ ve galvanuedl^' /be ftargen ::. 5 Contract«shall vedy all a song mM rasa recur remand,role'all d menrwn+haven on Ara-ys«noted n specdca[-s.MY vac anus wrtM1- MILD 51F,FI.REINFORCEMENTS FOR CDH(WIF.AND MASONRY: M. NI members m bear n ha be accurate cut and ate Heil w that IRI Lur -Moat d drawys all>pwhuL om,or veto mndGom enmurkered a[pb a tr,'na be rcpwtrd[o Jame FcM De qn before mmmencemenl d anY wah. 9 a y 9 ^g prOy,d Ham»r9 pmb shall Ewe lull blowy d�lV K 2018 Jemea Chy. E, M Id strcl re nforument for coricrrtr and masonry mnsbuct on shall conform w ASTM-A615 Grade GO.Tin t.,,u d h hall-0-to >uPpOrt under M d" eNecced M such vanarce. ' y.an ooy 5 Al raitrn>ha be rotrhW for MII bury>t all svpporb un e»oNrerwna aP Ire' ?D1 0. CI-1-aha I yrdly adhere w a lawn miles and aMevnrrs while appY m the waek.Lontncwr da11 Hwy and rue vn cUr 1 -Ann James ASTM A0 5 B7.Grde GO. J Al fond shall have a m-mum of it bean-rt wpports unle» M speGfA•/1 ':" Pall Dugn d airy vavtm>betrvnen con[rsl dowmeMe aro gam-y requlaGws. K NI woA wall sM to ng steal be applad»blows.enrage ecrG p t om tM N topaJ'pa Va d ybk tapji}ntrl.,ne ru:l bobom of Paneb >. Tin L-trx.W shall make ro dnrcWral dunge wtnwl wrtdn apprwa d Jame Fahy Oevgn 2. Welded wee 1-da 1-IbW W A5TM A I a5�n»I«q krot!n»praweal. W arrJmred sell plod.Appy gYp>r'^r baare ao MX nM pn d adpce�<au cot acr.�rr qpc N ebW.- B. Jame'Pa1y Degn lia not been ergaged for comerucfon>upervi>m aro sauna ro mpwdblity fw mentrucGan umlom arm mean.metnWs L Pywood wbflow all rod>M1eawvq.Irmwll veto fare gu n X yh rcf�w syppmin, -4n twO:p' ee'paro.Nlw m roman span REVISIONS: trNnque d p Mum d oraetr wwk rein-w eha coreNecv-Alarm. 3. SiLCES: 1/16'uclween ell font'all /B•rt edge peso 11 expm> M aaie4t:Yt'pP d P !>?!Y-°°d e4+rq'Hall bo pe c«mnuovay glued aro unto 9. COnbaaor atoll mnGgate a tr Aervq'easy aro tarthwoh opermm�lee IJiW earwan«o w band sbex:Gxes wen a co>prola miles•. A. Reenlormment m mir+e[e and masonry sh ve lap Ieytna a Idlows,unles IXnerwse'pecenee-4nwyr w ytpnt>,raRen«[rvsxs. NO. DATE BY DF5CRIMON 1-rortmrn.etc.II any sudr itrero me lour'all eRroL tlu abdrq w adhae w Me rdnWemn da-mud.Jamo Fah-Dcrgn shall be readied fw par Sirc temM in Cohere tengM in Ma>mN .1 >perdrrt+Ora. to .. ' IO.NI mawbcWrN matcrule,c«npawntr,fatercn,a»emdie,eve.shall be paroled aro xctallc'in a.�....n•..� I3 I'-6' 2'-0` FlNISHES: w+M mawfacturu>mWCGoro an4 w 2'-0' 2'-6' . a wneX nut Maro ma /5 2'-6' 3'-3' a%'wa1 n M:isar>Larc »zMAp;,q wdrer rXed.Stnct mmplurm wN prvducd all peon>r->d applrable rMrntN'taMard>.Whre>peralre mawMGvred product na calk'fw.9errene equal app cable Na A. Frowde 5/C typ be a. 16 3'.4' 3-9• rrntallatrw d wallboard Pn t1A¢(xd-nt'vd a>sq/Iwy[erE»2r tad Ue:'ProwdrA.»rMCE e-atrvdmn oad>dull rot avedoad atnc[urc roe'Fall day be n erre»d Ae'gn Ina'erg nil d M1ere n B. Waded wee Ibsen FNIW lapped one qnd wdM plus 2' 2 e9^d andHVA M Ve yIwoduG X;bti /x > D. ReiMorcanent T %'a agenep ahalro -11- 5 TURAI „.m..5u ref aced YCd.}.for acltiat wall'fvard'pec,fva[pro W b p d d ":. MATERIAL 51 E IFICATION5! 4. PLACING: MERMAL a MOISTURE PROTECT!DN A. ReirdwcemeM aNll be amwatry Aloud all adequatry supported M mncrele,metal or other approved Guru.apren,or t e,all 1. The fd awng speulxaGo g s a specified harem Am Saeiety:dl Gann Rehr 5trvcWra e..we .ASTM A-36,fy-36 bi scoured ago me doplaument Ayny mrcre4 or grout PUumeM T-J wale y s rrd.dW-ed r'^ ^:� 9 9 rrq me ar CaMrtr-rrrq Runfwemg 5..1 .. A51.N6l 5,fy-60 ks+ B. &cept v[iere aM1ewn IXzrwx-devours enwy>,K refwremem n cunwetr spa lave rororew'veer a falbws: 2. l- ll F (Agt1RAF)tMMbook d n dim Mai gear Wire Men.......... .. ASTM h I B5,6 x 6 W I O V/sNA Reinfway • C-wete 4epm Kd ago rot earth. 3' lmbn fl h y�.heet ranphv'r vilHi:'Mcn,lecW al 5he t Metal M I M SMRGNA. ........................................fb 2 Hun Fw Po-1-5 ye(repeirtwe member vs) Formed mnuete agamt urth .. .2' 9. Nam- fl hmg:sna I m I ASTNf:g'{09 .. E- .9% p6 par • Extrnw Ire'd-alb..........................2' 4 Prange all uot>111!anrrq rt aG roof W wi0 mM,Gore.proms.•^ o(wmp:bearlq.Wough erterwr wall'.arras-opemrga.all elxwnue a Intrnw face'a wa b .. ... ...3/a• regy!rrce w farow{iP::watrrtghl/wertnerprool pertarmarce ap Mil --sGcGwe IC>03 a R903 d the IBC, Wood SVYL[VK I---..........00C P51.DOC P52 _ 24/16 Rod(men 1,24/16 Floor(men.):w egvd io tcP d aura m grade.......... ......3/4• 6 R Yry.lmmg st[ait be roullrydw muff wNnnmamf mM�rorota`Iataun ret�ivctaomylbefwe apPM^9 sMngle a mmplere instalianon. M--a Gar qI. .........fb-2600 p e,'E-19 x 106 pa A Ope Y kys::ivetal ten rq'dull be I t 24•wile f aFp wed mmmron rrastaee[me1a1>d Tabk R905.2.8.2 d nee IBC.2-Aired mmnral . 'MulbplmG-(m[d'aPPN pu mk.>pu. WOOD: rt idled veto ASTM D - "18'M top 36'wile Masonry .. ,. 0.5TM L90.Grade N-I.Pm-1350 pr :Obsed V II N amwaPM roll rod cagl TM 0224 T »r 36° Mortar .. .AST.c270.Type 5 1.MATERIALS: o m p ! '"'t yP°I w 7 SF M stgjrld rill-t uFatCie IPtln4ii m Wctiom.Pr le ono layer of 5 Ib.(m n.1 bu Idvq felt uMu sh eglq unlesx Grout ... ....ASTM C476 fc-2000 yi [rwse>penlred lee d water ske A veil bd sta db'GreeaM she treed I. w a t C k»L 24"made the aRenor wall •, Hdb ..ASTM 1.Fy-33 br A, AlI woods and-nod mrotrvctmn shall mmpy w[M1 apwM1raG-a and nee veto mod Teas-s a>pecrfied Hagen: hoe of[Re trucW ,,u a y ran rave edge porn a c.................. .....ACT 316(`.ire TW,R402.2 5-W-Ilq F-1) I Amenun Irotrtutr of TmW,C trucbaa(Stallard Manes) p N-1 Forest PrW-M.,t on NM anal De qn Spec I raGrna for Wm)CorobeeGon. $ Encloxd aLLc'paces e d 1 f[y'dnall h s venN aeon br each x,P,-space by venGleGng open eg>protrcwd agmmC LM1e e^banm d 3. SwMem P ne Irepucban Bureau Standard graA y ru es for Soutiren r ne Lumber offs.The sec fro veMrirt g pre..�Fal l'fV$O M LM1e area d Me veMW'pare unless otherwise rote'Provide coot noon nAge vud and s H t vend ma f.hoes Gila»eryetom TAMINIMUM 5 IA IFIED OMF FOR SEVERE WEATHERING POfEMIN) 4 Trv»Prte rotrcute�Omgn Spw5 T ohs Wr LghL Meta Platr Connec4d wooe Truax. MINIMUM SPECIFIED COMPRESSIVE STRENGin OF CONCRETE G U 5 Department W Commerce N 5 T PS-'a PS 2 9 Prov fi M - ngaed ate :watt 1irJulrti-wrcM1 dnk faay pu plan. 6. Amer+an Pywood A.w atpn Guile ro Pywwd for Floors'I,-SA<aM ngs iw Wa s seed Rmf>. 0 In all nerA 1 Romf.'ad, W bieq[nemul ewebpc a vapor iebrdcr sAall be entailed-Mc warn n - wntrr de d the 'r4at 7 Ammran Woad Prexrven Asaariati-Standards. '"' � i I NI oca pdiSatW op jhawiga un trr,«de[mry rnM1lnrte betrs<en mnstruGnn mambas aM1+ll be TiPF OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIf1FD' -% kas dhuw+*r rood all wherever an,wa COMPRESSIVE STRENGTHa(PSU B. NI s Wcwnl lumber dal be Hem f r a2(min mum)'tewzz grade lumber unless noted dherwx. caulFe3 SeLCt4+eM edfife d ill ertewr Nruhod'm rauiby w provMe i•eathu t gM sal. 12 Provde mSta' grate all dowropouts mmawd w>t xwer ayatrm w ronuxarm.spinte Pads at grade..Iridude Al aura>orres ro9wKd BameM-alb,fwrdaGoro all otM mrctetr rot exposed w Lk weadcr 2,SOOc �' �: �' for Ago plate btlXwn K,� RepeGGce member value may vary due w member sire per Nrtnn]FOm.>t PrWwSs AsswLOrr speralrafrae , a. 3.TWdw. ivtr h mmt Wctmn me qwl Gcs d roof aa>emd a all!be n rrnrp!ure veto the proviwro z[IMM1 n IRC Chapter 9 all veto paxmeM aloha and interior sMbs-graft,uwpL gauge ibor aMbe 2 S00' C. NI>W 1 tomb 0.11 be stamped n accardaem veto Me Amencan-Fluty of T mbar C 'C s n-.1, ppligmi mayf->peohcaooro Baxmerk wab,f m-wall',extra«walla all other vert I rorr+etr wwk u the waNer d A lne watr' have built m luD.,veto irotalfed shower Ivad>all m sto r mmpartmnrl[s snail M,mrr>lrvcWil d smoo[A,roemrosrve all con f d W 3,OLU aG'orbele f ma[enab to a her M d rot le»than 6 feel abrrve the rmm Ilaw level all rot 1-Wn TO eedxa-titre meawrrd from UN, i9tOJECf: D. Grade bss resulting from eflecb of weaMeny,hand y,swage rcsawng w'vale-ley[M b f pw-. 'traP^a° 9 PorGie,urpor[>labs all.try up�w the warier.end garage fiver subs 3.SC(Jd,e, canpartmrm Mar at the arc n.Such walla'nal W-a wafer bgMpinc vets each aUer all w:M a tsar[M1e Gib rcupwr w slower Flow E. NI plywood shall be dented M F grade mark of an apprwed nspecLwn agenry all shall be Sla dWp C D.Cliff 4GtFrVr veto eat glueISf'2609 s A ester>wl or ads pope shall nil be nsMlkd-bile d LM bu d y,n extra«-alb.m at[m«cowl ayma w r arty'tear place P«5.1 pwnd per squme rwh=6.895 kPa, aprzJ;W on drawys. ': sublet[w keez y[empwaWro un e»adequate pron>rnr>made w protrot Fom(reezry M roulaLr-,hart.rn oils :'' .,..:" 16 Insulate-matenab,nclW nq Tao gs>ucM1 a vapor retarders w vaPrx Pe-ubk membranes emlalird veto n Floor-ce t y asembim,rod-m ng a.Strength A 28 days par. F. Ward acructural pane'>ha11 ".2 M i'di t pAd by g de k d apprwul impecG-ageriry assemblies,wall»xmblie>,era-Vbaemut spas all attrs>nal have a flame spread irdu nw W exceed 25 veto an acc«npalyrng smoke c.Concrete m-I--Wt may be wblect to Avaing aro thaw-dung rormbveG-'hall be a r enMa«d wr«ere m developed rrou rat W exceed 450-lien trstrd u accoMaroe wth A5TME 84 WMn installed m ronmalW space(W drywall mvercd homey awordaere veto faotnotr d. G. WOW-hill a m meetacl veto rorcretc,masonry-thin O-B'd grade xP,tG the.xtetlw shell by priw'inv preenrtwe healed.all f»trnc cw Y)tbe Itane spread all smoke devdgxd redo Lmefa[pro do not appy w Me faoup. d.Larorctr'W M a<nbamM.T-I an content(Percent by-lame a wreretrl dull be rot Im urn 5 yrmM w more Man 7 lout M1angen and sate ys sha 1 be bt cop gaHan zed afaWc»steel or W ovcd/>Y UAAlvwifcltyp.f u F pressure ReseNaOve 4rat d wood. perreae, It. NI Madan rtrorvbuny coaJiGoro..IIn»!vows:WH-dherwrsnnolyd).;;;,;;_t_; -- MECHANICAL e.Sea Sam-R402.2 Iw mmimm r m-i-mateN.s mntrM, ottnmq rzc M1cader we -'" :: 1 f.F«grape floor veto•Adel trowtled bmh,redo teas d the total u mnrait(pe.um by-fume d conwetr)w rot ie»elan 3 up w 6'O 2-2a8 i.LonGactvr sha0 provide all labor.mawrub,aro egwp^ient rrereasaN w install plumbing,related futuro,veMurtm d.roof ud floor drain.wtvq Agrees[m ymatlm A ore>pedfrd compressive strcyM d Me mncretr n nerrard w rot le»nun 4,000 yr. 6'O W 9'-0' 2 2.I G aro air,addronmg.NI vprk>tull mmpy wNr app!rrabk Federal'Late all Iw�l mile ad wdeeurro.Subron[rrten shall coordwfe work well all -trades.Tumevl ndoae II M1rturo all wall utii Gw a r Heil.OonVrlrn snail vnbll all cMok a0 educe hie,pap afl ... wile.QI .•aro->all oNer+'arety nmk�v d col raicre>anA�n etueGe�a wy vrn>'yK r eey w FOUNDATIONS: g y rt ad a n cow parGGa,ry afp P Ilelfi wg d :(dumbly i M1s and at Ibor openiya.Provde I i3 mdropm rums vaN ­1- 1, taP msystrrn. ru{uue,f.ConNaikw'nal!:enroll all rh+A a pre»ure rmumy vahe>,pep ill ane n nave ro'Pam Dwbe nos.W is yPder p ':part non wn:e'o n k mall when>dety etyma prrr w a ggGENERAL: J. Dw qn of wood[rvsses M wires.Ma f nm q rewC'ied M fined M ar Arestct or PKlessianal Eyizer Ivenxd rn Me 2 R<03.6 merle as vent.Gun(nandaW N).T y n-be pn>nde:n wen vest lahi•n that mxb Me regmrcmi:Ks of[M1e n'v+naGam rodenGa CUENT: 5 "' �GwTi[rwld w rotiy Jamo IaM Desgn if aka roMetroro w�h a advex 9rouM waW or sal coMrGom wan»u moAificrti->w Me eymmny:. salt,d New Y«k pror to fabnuG-See 7 salad spec ffhli I«dnla s rode -1 m•.xchmrai m'<»ap w er apPrtmd maam d+not rtm Outdo«a r nfakes and'Taus'steal nave auwmatic erogn d the fwMrti- «graver-dampen M.L drag when Me yenta aG->y>dn`r;; apnr.ny PURCHASED BY: A. Pmtvq>mH be poured mrt-semi rile'd aaavatgns-y f sough ng or rrvd y does rot attar. 2,(:ONNE(TIONS: 3.All bXhrooma,waver Joxt mmpartmend,«smrlar raven'wrthouC rulural venGMG-sha br.prowded wth meclunical veMJrtvm m r+mfwmdy veto THOMA9 SMITH B. L-bacmr shall be rrapamvale iar support al all trmpwary unbankmeree all exravabam. xc[wn R303,3 d 1-IRC The m mmwn vurt Irtmn raw shall be 50 efm 1«rrkemrrtteM v Wf-or 20 efm I«conGnuou>veritilwon VrnGlatun air C. tlarJiM1ll shall vet be pie d ay rot baxmml twrdadon-alb un41 • Wer+etr«mason-grout M1a re JreJ suRrceeM abeyth fo resist'nogg. A. Na+q Tenn tne'pre'hall be ekuu'W d rrctly b�Hr,wdde. • ShuUud floor kmnq(-yd.,pywood wbflow)ragweed w abPlrm wlb w canpletr all hly roiled and arrchwrd w wRxins Minimum wl y e9 a1;M.,b andir Pedioin mess speciFuly'Ivlwi or .d o[Fowix hero-a appleed w prevent w¢I damage. "': 4.NI equipment and epplwrrea dull W irofaHed m rr+wdarm wth W-IRC Chapter 13 all mawfacWrcn rrowlbte-rro[rvrbwis.IrotnwYwn shall be f1EM NO.OR co OF.115 WE OF NAIL 00%OR COMMON made anilable w tfe mile eed«mmcnL oRiaal. (T 2.STRUCTURAL BAOP3ILL: we na 1 w IXe p ed 3 &1 rr AA Strvcomal bxtAllbxtAll snYi be pl in 6wJr envenom Irlb all compacted ta.mnmum eemrry d 95%(uMer>lab' --grade and Iduq - P 9 5.Vented qm F,,o u(drsoranre)snail be lewd.labeled,and rndal ed in-d-veto-51221.50,IRC Chaplet 2.aN the mawfacturch abucdre)all 90b(elxwhvel d mnmum dN.:..< `Kparya ocvl earblwearing wr ut 3 W .INca tollbe-We trfwyApple' llbe flmTo'wrywtrt » M 3 G2432.2 d M IRC safeguard dewy:m r<wdarm wRM1 Bacddi dull be keg d exrmsue vyetaGon,deb-w abr+deleferwn matmab all contain re parbcka M.qu tlun 3 sties n d mreW _.:: ..:: .. 5 rka ..... Q.AuwmaGc sal be 1.-m avordawe wdh-2. 9 POOTING9: �� garage eoa.opeun s A Foo[mga'Fall be pbcee rt a mnmum depM d 42 ueches W ow•adlauM M1m>M1ed grape unle»othervnx>penfieJ m the c-bact d Cs Cdp2aK+�.kle 4 Bd DRAWING TITLE: B. Prat 3 rche d avwrtrw slu I be removed by hall twN aperatwrn m-der w r»ure end snnM l bean--Maces >.Clothe'cyan doll be uhamtrd n arrordarm wth the mandxYurch imbwborm aed comply veto Ne requeremenb d IRC G2439. e. fodmga snan be fwMed m r rm,uMmwroed,nave Bona nee d most and Lome matewl Footings may been en properly eq neerce bade. MATERIAL SPECIFICATIONS t prvnded>ettlrment all/ar mn>Gdnon tad perfonwd iMrr�w areGnpated aeblernem.veil cot uraee MX allowed fur fM Propirxd tc' ..... 16'do 6d etECTwcu: GENERAL NOTES stNeture p a ribeisrztr«is.lace nail 2 16d D. Rattan Qurtam d footeya shall not soy more Man 1.0­1w 10.0 horuonral.uupt»shown othervnx-drawys. �' 1.C-traG«shall prowde all erowll all labor,matrnas,anA egvipmut rr+e»ary w inwll why,relatrd httures,elecGic neat elements,and round. E. No exeavaGw snan be mile bwer aro dove w all fwGy tau^I.0 vertical w 3.0 bwredl,'cape»sham d eqs, NI wOh>hal re'^Py wth Nrtonal Ekcwcal Lade all the Provnnn>d Part V111 d Me IRC.Submnbacwr shall coordwtr wnh vadh all over trades. P. Ior4.ga aro'lobos-grade shall rot be plied on muddy«frmen grrneM. G^g Termnul Igoku pp 2 16d p u rcqu red d all futures all a luereea,mourn.faro,and c-bols- '' w ten nail 4 Bd 2.Ekcbul'y'tem ay-b,I rrdie A n mmtvrLon documend,arc gemraly dugrammaGc,bratxms d-[kd all equipment a appruximaw.E+act TlN j nr�- 2 BD roatiy d wary,oration d-tots shall be q A M>truGuni cadRi-s all absbvctme.Wny Iw equ pmerrt req y mam[evrrr.ad BLASE: ' PMTLLL TAptE R405.1 wpection sM1all be Kathy acce"ible. wn CONSTRUCTION DOCUMENTS PROPERTIES OF 501L5 ct lnm ACCORDING To THE UNInW SOIL Ct FICATIFSN'S15TeM UNIfIEO 901L : V4AUME _ Tm ul wloet l-d ell 2 Bd 5TRULTURN.wApING DESIGN eR1TFRla ' LtA5,51f'ICATIo �'Fy T cn A-qR surds L.trod JOp NO. PROJECT NO. SOIL 5YS DNANAGf HGYE, FoTENFrp} Cmrcr,mgle w multiple 24'Wc 16d ads,pd Deflutm Uead A08-243 10. 720.2 GROUP 5WWL SOIL DESCRIPTION CH flOTEfJ!'(AA E%PAN510N(b) FF IN-O 5TANDA r S ORC 1 101,15 m xturo.t 2"x MmwW beams Gve Lmt DRAWN 5Y: DRAWING NO: GW erogfixs gems gave x fiVad '.t , low Lntes>pbl her IV We 16A Ito Flwr 40 IS V360 AC n[oncrcx mtrute gr graveb w gem u o9u all f am(> MLK up ng) 30 O 1960 22 0 W 7 M le Rd,Boa 9150,Bailor'Staten GP m iMe Y•AOd (Bw low 2M f wr(rou a!upy) 40 I O 1/360 A OouMe Jw[s or rlcadcn Aft.(no af« ) O 5 UP40 DN L MI 48219 Isone (313)532-2000 Lry(-O�p gy. T ed u s a I-r rove yro>ALt a Or 5 ke A-g G. A tti (gM1C del 20 10 U240G-pI 5W Gdy LON 0.T C +t ttr f ibr Cc•••:+ KAD _ 51 I n C 0rad u >w 9 ! 4' GaW Ww_:: taw Pywood 5N,-N,all Sub-flmr Roof(-Brushed dq.)' 40 20 V240 333 W Hampden Ave,Ey evxxW.CO 80I O GM raxb rmFaaM sAt mature. "dwm taw Na rq rt edges d aria sheet 3/8'Nick 6'dr.ma, 8a Raul(ro IueFrd dg.)• 30 5 U I W PnOne:(303)761 32 2 An: x SM Sri sand and-rk mwturo. GGad ::.:.Abd;u;n Law Nally at edge of••-•shear U2♦5/9•Mick 6'do mu. I Od Uecb 40 O I/360 AS.T.M.Amason SeOety for Teem aW Mawnab JAN.2009 'Roof Uwe loads based on to-1 groW"l crow load w 1916 Rare SL,%edadelpleu.PA 15103 [ GO el .avert. .av J-uM Medrym Medwn la• Alt.-d exJA aMst d>Ia We f«3/e'aw l/2`thick ap•TM-n v P!YwOwl redwdr-fadzaa per ASCE 7 for'loped roof'. Pn-e (215)299 S40p SC L >aMe, rgprtwt; ' Medium Medum Izxr Grwp Irorgann a Ib all very Ane -rW Ity B. Sherthuq>M1all be v ed»Wlkw>,exwpe-tore+terms r4herv»e: M-A Safe Sa scan-. .•2000 yf a[min. U O L 1 rn.•d q�+a• oartm e2 of f ML d Arc ands.;-. rid vt(e. f>F:'adxa MMiiem HgM1 low I. Rod>Mathey.Bd ctannxm rt 6'We rt a0 wP A-.edges all a[12'do rt intrnw se P-. 42 inches bebw IenmNd grade Nmovl fro[[utr of 5raeedrtda TeGitrdwly CL Horgan :-.Wean pl y,m Medum Medwm Medum 2. MD 20599 Floor>N•awy:8d romm-rt 6'de ae ail wpprxbd rdgw aed [ O'We rt intrno.-Apart'. •Naha mry be rnueaxd if sere apwnc sal Ga»inraGon GaiLhersbwg, 3. NIJ woW 1.-9'erect w!coney:104 common n G'do all p-.1 edge and a[10'do a[an mtrnw N- lN,h ed in 9[net C-IormLm w manufacfuKya imtrvct;Ons. Group Irorgann m ""` C. NI manufactured mnztt-haMwm<dugnatrd on drawys>M1all be Hoff TRU1 DFNTIFICATION 51GN: Poor 141, Ilyh .a Ib c d bw: n Poor Mromm Medium O. Alsteel ensnare-»xmby Beta b-drawng..hal be rabncatrd from ASTM A36 steel rn mnI.-with aPrl-vb regmremend f N5C • IdenGfir teas d Hoar all r«Jr w»conetmctron'tall be-h 19 M Rlk A T 12G and shall ba aRuW to the extrr or wall of UN,resdedul structure n perm wth 19 N1CRR PART 1265.Reabenbal Group -" gaee4:.,,.ay> eve,: q P»ring, Spenfiu[i-far Me d<>gn Fawramn all EKLti-d Structural 5trel iw FJuilAry'.Wddir flan-dons w NAS U men OH ' Uroaeolaewry MWivm Hqh i'1' SGvc[ue with Trv»Type C-strvUm.PK-6g1zend Wwad Comtnwtxm aril/-Timber C«rstrvc[iore. tt...,::.-... .... ` R Pert M OTa1w rt.ab. UrwGal MMwm n A E. Irobll tag screws in dnikd leaf Hiles veto a d am<W equal w 3(4 II the slunk'snag-(lag>Geati shall rot be hammered rn).Wa«soap ly 6'Dumetrr Tyye V WOW Frame f:onstrvcti- -77lre pu n rate f d dr nags 4 ndiR per Yran,coed wn'enrage n 2 indne w 4 xAm p;f hpyr pppr is ICI xKw.PraMe-steers yMer heads bunng on xond ode>wl be proprry a geed, �-eaa!an-A-CO2 vi Ma lac 1Jmh 2 n Irw F. Bale tole>ha I be dnCed 1/16' Man halt dumeW Prtmde-oilcan yMu all hilt hods all mea bun woad 11o1u shill be arpery ReEedwe red patoz(PMS)A 187 6 IC wM a bw potewafrpyagiOfl:}.y),1uly teen plaGaty Mex,V of O w 15,sM>veto a rwdiem pownwl opansun nave a rl larger ^9 On P d low 3s ed ewwltlr Gkgil pntidthb a.paw-nm a n greater rum zo. algnea. G. In ro rase.hall wulgrwwt be allow d-Hies prcwrb proper bean-w algmmut d menses.(?ensue hdo>Al sae Ee allow-'.Bdb duo be A5TM A307 bolts.Nina atoll be Gghtrned shy. - 2'Mn' R Reflu[rrc white James Fahy Design 4' Sign Wr waW Raohy Framry ONLY 2024 W.Hennetb 3K e>1/2'9rxake Rahter,New Yark 14C23623 - Sign Wr WOW Flo«all WOW Rmfey rung 585-272.1650 Pu 585-272-1008 W-mad:rnfo@p-fahy.nom eb>iYe:wAyW,pme_,rany.�Rl 63•t:• COPYIUGM Nonce: Tne9e PL.ws ARE PRrnecreo uuout Fmewu , 13'p T-6' 13'-B' LP DO GTIO1N ORYr 0 I�'iLRTION 06P�THESE 14 2 PUNS.1N Wtt01E OR1N PNtT,WITrgiR Mt ' I.,O• I'-0' D[PRE9$WRIV OIAiO aCOPHeJAGhT UWS. G-1O HANDRAIL PERIMETER LLIeNT WGHT5 ARE LIMITED TO ONE-TM[USE 1 1/4'MIN. 4"MIN t 6 1/4•MM. COTE LONSTRUCHOu OP MPSe BANS. 2'MAX. 12"d TAPERED O9 '�? �NAUTIgWR04LTBWPON50R ADORION9 TO ♦\\p COIWMN 120S. I1LA1110NAV.WU LlL F115 Y r�ON 07 U -_-- _-__- § EDGE50.01 RADIUS MIN. CA "02018 Jmnee Fehy.P.E.,P.C. 2-2a 10 �1 mW,x Ipn BO%BM. § III I 2-2v10 2440H2456 244D 3056 2440n2456 reaelvaE [ CIRCULAR NON-GRCULAR 2MOM2B56 2 2440M2460 2440M3 24401124 I III - - =24.O C.AB__- III 2 4DM20a0 _- ____ HANDRAIL TYPE 'I `�" 3-i I 1/4'M.L,FWSM _- REVISIONS: c-= - - /F 2- 1 1/4 M.L.,FLUSH 5p SCALE:t/2•� p I I/4"TO NO DATE BY DESLR1PfION � -b 1205.f. LONG. b N Y a aS Y D.V.GAS FIREPLACE v (y n ....... a - o � CLEARPNCES PER 11'-0' Q y GEN. 4/16 JTL 05 UPpAtEa y��'� GFN. 1/I] CRB Q5 UPDATES AT M BEDRO`;M 2 MA5TER BEDROOM DonossA1 a6WALL 210 GREAT R n e S.Ox3A N GRASPABLE fINGERREC 2-11 /a M.L. 4 EE5 AP8A wOw RO.nT. N-2 LINEN - ° 15 RICO.ON BOTH 5v=E Y O _ 2r6 WALL BnOwER ry � - 2 5/t�"i � : IS'-2' II•-p EDGES Otli -. m - .:: 111 LAW. RADIUS pl.. 5'-Ip -10' 3'-6' y. L.T. WT�M. DRY - HANDRAIL TYPE '2!_..., .` L__JL__J ° DINING ROOM LAUNDRY q .J, SCALE:I/2'=M A M '�: ;.^HANDRAILS WIM APERIMETER GREATCR THA tJ4'(PLRMITTEO WD.IN pWEWNG UNITS) DR RO.nT. b0 4'-2' 4 C 2!B J2 TUB ° a Y 'y § $ .1 n PANrR. �_ tie }. V ACCE55 ACV.BATH m Y Q BATH 2 4f 1/6 1/ 2213p MIN. "Ip V II� n ® - p QA• ENTRY b Vv+,�Y�, W.I.C. b nANORAa <q'sfneRe ' HANDRAIL(5)34 t0 30"ABV.MC SLOPED a /L"h BE FROM CONTINUOUS FULL ABOVE OF EDNLH 2/8 SO'P `TIGHT FROM A POINT DIRECTLY pBOVC TOP 1 'D B'.50 BO%COlL1M • 11 y -' .: RISER OF THE FUGHT TO A POINT DIRECTLY 5Ue10 R•. §4 ABOVE LOWC5T RISER OF THE FLIGHT ^ T-a• a'-T _ r s• FOYER O -- b- ? TRUSS BRG,WALL -j ]6 F NAL OL N OY OMER5 E'-6" S'-E' BEDROOM 3 30 L, II 4 W TRU55 ERG.WALL - .:; . - - 14• _-- -:.:.__ ._d .:;� �� II II <6'SPMERE _ Y a III 8'-0'R V. a• 4 I TREADS®5 GU 15. ARDS SMALL BE LOCATED ALONG OPEN-SIDED w III - WA NG SURFACES,INCLUDING STAIRS,RAMPS AND III § W/I I/E'NOSING q.p '4' rb WALL 9'4• C 145 C%W 1 4f CI45 9'-0' 9�j( 2015 IRC SECMON R31 1.].C: LANDINGS.THAT ARE LOCATED MORE THAN 301NCME5 GARAGE 474 5P.F{ MANDRAIL5 5MALL BE PROVIDED ON MEASURED ANY POINT TO 3G INCHES GRACE a_ [ -/�,4• 9-0' : BELOW AT ANY POINT WITHIN 361NC.E5 HORIZONTALLY MF B-0' /'- NOT LESS THAN ONE SIDE OF EACH D COV'D. PORCH LOK.FL 4'LONC SWB W)6 6 10LC W N MESr CONTINUOUS RUN OF TREADS OR TO THE EDGE OF THE OPEN SIDE.INSECT 5CR[ENING 244DH2456 2440 056 244D.2456 V O b 2 2r 1 O.FWSM SMALL NOT HE CONSIDERED AS A GUARD. •PER 2015 IRC SECTION R302 Lf5Y1[W NG GARAGE SPPARATIC RICH WITH FOUR OR MORE RISERS. LT.WT.STONE VENEER N N (i I DD 51`. -2 2 O •1.PRON THE RESIOCNG>r A:SBrA{fICS PROV D�NOT LE95 THAT _ GARDEN WALL W/CAP - - I12 GYP BD.OR CS(LJAL APPJCGT4,�THE GAR4GE SIDE § CLIENT: § 4' 2 2v 10 F' sf 2.FROM.ABMAB E RpQMs ABODE%ME GARAGE PROVIDE N! H AN D RAI L5 GUARDS --LED - LESSTn.MMt!n TYFt X_P OD :RMUAL. - PURCHASED 6Y: RAIL. TEM AS SELECTED .. _ SCALP:1/4•-1-0' THOMAS SMITH _ L --- JJ 12 DIA TAPERED COL. ON 20'.'20'BUC PED. B'W.r I p M. W/LT WT.STONE VENEER SIM SM. ./,2• 3.-5" 11 - 2'PBV. C( T.O.BLK. FI C% NT OF HEADER WIT.D000LC PORTAL FAME Milo BRACED WALL PANELS) A . 6 29 1/4 M L E%TENT OF MEADER WIRE 51NGlE PORTAL FRAME (ONE BRACED WALL PANeU DRAWING TITLE: y 'tom IGO r W O.H.D. LT.Wf.STONE VENEER 2'- B'FINISHED WIORf Or OPENING FLOOR PLAN GARDEN WALL W/CAP FOR SINGLE OR DOUBLE PORTAL 3 11-I or TO FRAMING I4'-2'TO FRAMING 9'-p TO FRPMIN a TENSION 5TRAF PER TABLE GO2.I O.6.4 PMA5e: Q ------ _ II II I: d (ON OFPD5IT[SIDE FASTEN KING STU CONSTRUCTION DOCUMENTS -J I I OP SHEATHING) D _-__ TO HEADER YJTIiH IMF i23'r 1 I I/4•NET DEADER STEEL HEADER PROHIBITED I I I [6)16D 51NRER9 IP 'SEALER 15 USED.PIACC ON BALK-SIDE OF HEADER I I I I I INIERMITTCNT BRACED JOB NO, PROJECT NO. i FIRST FLOOR PLAN . / 21/ S F. FASTEN5.[ATHINGTOHEADERWTHOD WALL PANELKEDUIRED A08-243 0-17202 t COMMON OR GALVANIZED BOX NN1.5 IN T GRID I ADJACENT OPENING FOR FASTEN TOP PLATE TO I _- y PATTERN A5 5MOWN I I SINGLE PORTAL FRAME McADER WITH TWO DRAWN BY: DRAWING NO: SCALE:1/4'-I'-0' f dd; ROW5 OF IGo MILK ':, 2015 RC SECTION R314.3 SMOKE ALARM LOCATIONS t I IF NEEDED PANEL $INFER NAILS AT NOTE: •ALL EM.WALLS TO B[2 r 6-16'O L U.O.N.(UNLESS OTMgw5e NOTED) 2.OUTSIDE EACH SEPARATE SLEEPING AREA IN TIIt IMMEDIATE VICINITY OP J u HEADER TO JACRSTUD STRAP PER 7ABIE I I SPLICE FDG[5 SMALL 3'O.L.TYP. CHECKED BY: •ALL IM.WALLS TO BE 2 r 4-6'O C.U.O.N. :': THE BEDROOMS S RCO2.10.6.4 ON BOTH 51DES OF OPENING I I I OCCUR OVER AND BE KAD 4 of 6 x PROVIDE SOLID Bll(G.(3 STUD POST MIN.GLUE ANp NAHL U O:tJ_)®A7J-BRG P.4NIITS\ 3.ON CALM ADDRIONAL STORY Of THE pVtEW NG.INCLUDING BASEMENT x OPPOSITE SIDE OP SHEATHING I NAILED TO COMMON r! 4� OCTJNG'MTHIN T. MIN]/I6'WOO E $ AND HABITABLE ATICS AND NOT INCLUDING CRAWL SPACES AND 3 BL E DATE: H •ALL APPLIANCES PER CONTRACT UNINHABNABIE AiTCS.IN D.VELLNG OR OVRWNG UNITS WITH SPLIT _ MIN.DOUBLE 2v4 FRAMING COVERED MTM MIN. I I 1 MIDDLE 24'OF TMC STRUCTURAL PANEL ,LAN 2009 { ALL WDW.RO.MTS.TO BE T-4 I/2 U O N -_ LEVELS AND WIMOUT AN INTERVENING DOOR BCTWREN THE ADJACENT ]/16'THICK WOOD STRUCTURAL PANEL ONE ROW O HEIGHT SHEATH ALL CG.HTS.TO B[9'- 1/B'U O N `: '` LEVELS.A SMOKE ALARM INSTALLED ONi THE UPPER LEVEL SHALL N SHEATHING WITH BD COMMON ORIGALVANIZeD ONE ROW Of 3UIO.C. SUFFICE POR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER bBOX NAILING IS REQUIRED •ALL DOORS TO BE LOCATED 4'FROM ADJACENF..:WA1L OR:CLMERED IN OPENIN6(U.O.N.) AND NAILS AT 3'O.C.IN ALL FRAMING(STUDS I LEVEL IS LP55 THAN ONE PULL STORY BELOW TMC UPPER LEVEL O AND SILLS)AS SHOWN IYP. I I IN EACH PANEL EDGE. ,: •ALL ANGLES TO Be 12/12 U.O.N. •ALL UNSPECIFIED HORS TO BE,2 2rB W/flliPR A 8 4 WALL IOC.K 3.Z.8 W/FILLER®2r6 WALL LOCATIONS 4.SMOKE ALARMS SMALL C INSTALLED NOT NG O THAN 3 F[CT TYPICAL PORTAL MIN.LENGTH OP PANEL PER TABLE R602.10.5 MORI20NTALLY FROM TMC DOOR OR OPENING OP A BATHROOM THAT I I FRAME CONSTRUCTION •DELL.JACK STUDS 0 ALLLCiAD+BRO LINTELS QI(CR q LONG CONTAINS A BATHTUB OR SNOWtR UNLESS THIS WOULD PREVENT it e n PLACEMENT OF A 5MORE ALARM REQUIRED BY SECTION R314.3 11 MIN.DOUBLE 2.4 F05T r � •©WINDOWMEC54R DBTnE SICEECGRE55REODHrMCNT5PCR2015IRC5ECTIONR310.1 MIN.(2)1/2'1)IAMETERANCHOR BOLTS (KING AND JACK STUD) 2015 IRC SECTION R315.3 CARBON MONO%IDE AU1RM LOCATIONS INSTALLED PER SECTION R403,1.6 WT b I I I NUMBER OF JACK •�T WINDOW MC[T9 RCOIAREMENTS PE?R HAZARDOUJ_IOCATIONS NEEDING$APCiY GLAZING PER 2015 IRC SM.—R30E.4 N M %lU 1 UN IN L1Ep 2'a 2'r 3/16'PLAT[WASHER STUDS PER TABLES OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OP RG02.7() (2) t •®W4[ `.1 nPkrYb!"fONER.f1[DfV tE COMPLYING WITH ASTM F 2090.2 PER 2015 IRC SECTION R312.V THE BEDROOMS,WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A - •; BEDKWM UK B Al ALMLD DATIiKOOM,A CATIOQII r,10HO.M10[rIAFAI f SECTION R403 1 6 LL WI '... SMA BE INSTALLED THIN THE BEDROOM. -�� ANCHOR,BOLTS PER FRONT ELEVATION SECTION - 20151RC FIGURE R602.10.1.3 James Fahy Design MOD PFG.PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A.E AND C K J NARROW WALL BRACING DETAIL AT GARAGE 2024W.Me York 14G2e 3K Rochester,NeW York 14623 585-2]2-1650 F.555.272-1OOB F I SCALE:I/2'm I'11' n TYPICAL®AIL GAR.DR.WALL LENGTHS r1uA:nrfo(),Janeshhy WebsRe:Www pmesfahy.com w { i i i 1 - i COPf1UGM NDTIu: - tNLSE PIN 9 PR[PROIEO2D UNDER fEOERK covrWGM uws Br wAes rAm DestGN.aNr REPRODL'CDON.OR MOpfIa.TON a iHL# PLAAs.Ix wnolE DR m PAxr.NaTHOM Tne poRL9S WRIRCN cp6EM Of.WAfS rA1tt S[IM WGM5 PAR�MIIOFD TOO�ONt TIME U% 73 POR CONSTWIRION OP iHCSe PLANS. f NAUrHOWRD ALRRATONS OR ADOR10 9TO SV S DRAwNG 9 v BATON OP THE NCw YORt TAR EWe ai uw,ue elz +s,seeT ON 7209es,N ;;:.. ..._.:. ......._.. CopyftM•2010 J Iw F",P.E.,P.C. All,io reeelNeB. ? �- - ---� _ �R------------- _ REVISIONS: ! III III _ v0. DATE BY DESCRIPTION E 2x6 RAFT 24.O C. r--�_= 11111 1a12 PITCH GEN. II/13 CME UPDATES III III_ _ -- ----- _- ---- - i/�/�l/ GEN. 4/l6 CR oS UPDA rE ,r---, GEN. plv CRB O/S UPDATES RArt 4• c. u . 1 Icl 2 PITCH l I I II�LFO /a IL__-� I F2 �" J I n rl N ¢ 1 L I I I�__Jtl � ili i II I I i�--_4 I I L----_-L- -�I u ice__-7tl 1 IrII - �1 i t �t-_-�tl I I o II y 1 u III I3 1 L-- ^ o ��_-�tl I L Fz I \\ J I L--- ,- ---='= �J-�l��I 1 1 < i t---- --- 5 I I GI iL J ___-__ iRO.IEGT: I I II I I I' IIL _ I I IIII'I I Ilill�o LAYOVER 2x.21 o.c. PUKCHA5ED BY: �__�_,_�_ -JIII 1ar2 P1TG j ill THOMA5 SMITH I --- I 2x6 RAFT. 24 --_ i l TRU55 TYPE 524.O.C. I I I 10112 Prccn I I 1 BUILD FALSE q I I I - .` WALL a TRU55E5 IF j DRAWING TITLE: ROOF PLAN � II it I II II J I �_ -------- ----------- --- ROOF PLAN R1ASE: SCALP iM,'^I 0 z CONSTRUCTION DOCUMENT5 1 APPLIED VALLEY FRAMING 111• O= in NOR At§:?5cFrr5 TO UT'-0 U O SI 1UNLE55 OTHERVA5E NDTED) -U5[2 T-ITTUrff-RCZP 5HeATHiNG -PROV=5(DUD BL1.G',(3 5TUG P05T MIN.GWE AND NAIL U.O.N.) FOR 2%I O RAFTLR5. .LOB NO. PROJKt NO. ®Atl-BRG.PolT# -US[2%10 PLAT a ROOF SHEATHING 8 A08-243 -10-1720-2 •POST All.,(11P,RIM[ VALIE'<TERMWATION5 TO 50UD BRG.BELOW FOR 2 X 5 PAPTEP9. P},(1VIDH( WARR SnlEl0:0R EOUAL FROM THE EAVt3[DGE TO A O ':Pf31M AP:iPAST 241NCH[5!IWSlOe TnE PMERIOR WALL UN[OF THE HOU5E. -USE 2%0 PIAi a ROOF SHEATHING DRAWN BY: DRAVANG NO: TRB3�_TWE'AND IAUTIONS ARE 5UGGESTED.FINAL TRU55 LAYOUT AND FOR 2%6 RAFTERS. N MLK QL°$IGN BY TRU55 MM. LAWVERfRAMING® 'HKKED BY: .A,ti. A6T'UED VALLEY KAD 5 of 6 DATE: JAN.2009 James Fahy Design ......._.._ 2024 W.1lpin Rd.5u¢e 3K RoohesEer,New Yo k 14623 5 -272-1650 Fa 585-272 1006 - 1:mfo�ymofahy, webei4:www.ymeshhy.com F } COrMGHT NOTILC: COPY PLANS ARC B,_f ETI UNUER 1.,A I. 'OPVNIGM UW3 BY JAM[5 FAHY R91GN.ANY REPRODUCT WN,OR MOUPILATON OP mCSt R. WRITRN CON3CNi CIF.UWP9 PAHY 32'-0' B''O' 20'-a DESIGN 19 A viOAnON OP COFYTUGnT LAMS. 1 O-0' 0'{Y POR CCON9TR�IILTION or ¢MCS[W sMe U9e 16'-a 1 G'.a UNAUTHORI2t0_RATIONS OR AOIXTIONS TO Tn1 5 DRAWING 15 A Vl ..OF me New rORR sTAre coucAnoN uw.ARTICLE 145,secnoN zos. 2 2 �7 �9 CWMYM•2D18 JRIn®Felry,P.E.,P.C. All nyNW la—xL 2.6 RAFT. 24'O.C. REVISIONS: 12 w ID NO. DATE BY DE9CRIPBDN i Q. GEN. 11/13 CME UPDATES PER FIHN ROOF COAST. E - i4Go c. _ GEN. alb JTL O/$UPDATE -RIDGE VENf9 GEN. I/17 CRB 05 UPDATE 3'-G' •ROOf SHINGLES OVERIS LB.FELT 2-2a10.fW5n -TRUE 0.9.B.9n[A n1NG TRU55 TYPE I TCwUSS T r PE 2 I umrt9 or 1C[• ' W R WIELD -TRUSS OR RPPTS.PER PLAN (FINAL TRU55 DESIGN BY MPR.) SCALE: /4'-I'-0' SCALE)W-I •1—S INSULATION W/VAPOR B Elk u� (BAFFIP INSULATION A9 Roo.AT CAVE �. TO MAINTAIN 1-AIRSPACE) ':. ........ ..... •IC[4 wATGL B—LD UND¢RIAYMCM ` ®PAVE A9 shO •I/2'DRYWALL CEILING 36.-0„ ... ...._...-.... ...."' > SAVE COAST. 23 5''4' 18'a •5-KG.ON 2.8,ALUM.WRAPPED 22`a .- 6 MTI.DRIP EDGE O ~ -VENTED VINYL SOFFIT a Mi a 2 12 12 e di �7 �10 Z 3333� o° WALL CONST. F M 011ORI2.VINYL SIDING •TYVEIC HODS[ _I V O.C. z. PROTECT: •7/1 G'O s B SHEATHING STRUT •2i6 STUDS®16'O. W/ _ SINGLE SILL 4 DEL TOP PLATE TRUss EaRO. 4R-21 INSUlAT10N W/ KRAFT VAPOR BARRIER 83/4• •112-DRYWALL TRU55 TYPE 3 -- - "SNUB TRU55 TYPE 4 TRU55 TYPE 5 SCALE:1/4'=1'-0' - SCALE:114'-1'-0' SCALE:I/4'-1'-a L - .: s ... . ....... ........ -- Lu — FLOOR COAST. CLIENT •5/&ADVANTECn SUBFLOOR GWED 4 NAILED 7 •2a 10 PLR JST.®16'O.0 W/ VERIFY W/ } 35'-0112,TRUSS M,R. 3 1/2- PURCHASED BY:2A10 RING AST. THOMAS SMITH S ! ... '-a 12'-0' '-81/2' VERIFY W/•R-30INSULATON,2'-0'PULL PERIMETER Go. 12 t: 2,10 RIDGE TRU55 MPR. Y ` FILTER FABRIC - 2R8 RAPT. WRAF OR eo. `'' FOUNDATION CONST. 240c TRuss TYPE 3A ISO.JOINT _ •2:0 SILL PLATE W/SILL SEALER OVER G IL POLY •1/2'ANCHOR BOLTS®B-01 O.C. M. PYPON LID. 2 2.8 RIDGE VAPOR ARRI[R —I •12 ORE.12'SUC FOR VERTICAL REINFORCING SEE BRT8x8N3.8 OR EQ. u -: TABLE R404.1.1(4)ON FOUNDATION PLANtin 2.6 RAFT. •CEMEM PARSE AND TAR COAT DAMPPROOFING OR EQ. - BUILD FALSE WALL Cl DRAWING RAPT. 24'O.C. TITLE: T 4'GRAVEL "' •R.I 5 INSULATION PULL HT. SECTIONS 6 TRUSS DIAGRAMS 4.0 PERF,PIPE CONNECT W/ 1�-0. _ •27.r B'CONT.CONC.FTG.W/COVE BASE I.0 P.V.C.PIPE 4 SLEEVE T"wuGn MIN. PTG. ALL FAD.CORNERS 2iG RAPT. R N 5 GRAVEL PACK EXCEPTION: TRU55 BRG. TRU55 ERG. 24'O.C. L: I IL L GRAN TILE 19 OPTIONAL STRUT STRUT T t C FOUNDATION 9O15 ARE WELL TYPICAL WALL SECTION H = a orsrL IrICATING 5 T! ,GROV CONSTRUCTION DOCUMENTS SOIL CLASSIFICATION SYSTEM GROUP 1 SCALE:1/2'-1'-a SOILS PER TABLE R405.I 'FLOOR 5T5TEM MEETS THC REQUIREMENTS PER 2015 IRE 1'-°' 2-2*W. TRU55 nGR. SECTION R302.13 FOR PIKE PROTECTION OF FLOORS. .ao NO. PROJECT NO. ' 2 11 114 M.L., j Box BM. rwsn .; AO8-243 10-1720-2 12'W.e 1 a H.BON SM, ORA—BY: DRAWING NO: - COV'D. KITCH DINING ROOM COV'D. PORCH E Muc y (� c' j PORCH a 12'0 TAPERED 4 rAD of 6 W I € O COLUMN - - O O DATE: FLASn. JAN.2009 9'TREADS PLUS12'DIA.TAPERED COL. ^,. /B,:NpyING ON 20'•20'SLR.PED. W/LT.WT.STONE VENEER n `WBx18 W8x10 g GRADE GRADE VARIES m b VARIES RAiL.SYSTEM AS SELECTED GRADE ® BASEMENT FILL BASEMENT FILL VARIES FLOOR SYSTEM MEETS STAIR TO - - RE°UIREMENTS PER 2015(RC GRAD[ I/2 G'm9P AS RCO "' 3[CTION R302.13 POR PINE PROTECTION OF FLOORS, STAIR DIAGRAM - u ��� CR055 SECTION SCALE:I/4•- TO n scnLE.1/4•=1'°' --_ James Fahy Design '2015 IRC SECTION R302.7 UNDERSTAIR PROTECTION: ENCLOSED ACCE%IBLE SPACE UNDER STAIRS SHALL HAVE , WALL.UNDER-STAIR SURFACE AND ANY 50PPIT3 PROTECTED 2024 W.Henne[Pa Rd.SNte 3F, ON THE ENCL09ED SIDE WITH 1/2-GYPSUM BOARD. SB5 272 1 G50 Pm SBS I4GP23DOE " i1v L in4o®Jamesfa I - webs�:www.yrnesRa'�ry.coln §.. r. i' D IP'': INSTALL R15ER5 4 COVERS TO PIPES TO BE LAID LEVEL FOR DEEP OBSERVATION HOLE LOGS LOCU5 WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX N (5EE PLAN VIEW FOR LOCATIONS) DATE: I 1-20-20 18 P-1 5831 t, WATER TEST D-BOX FOR 2" LAYER OF DOUBLE WASHED PEA570NE TE5T BY: D. MEYER. R5 a C5E Iu LEVELNE55 t FLOW OVER 3/4" - I %z" DOUBLE WA5HED 57ONE WITNESS: D. DE5MARA15, HEALTH AGENT w EQUALIZATION ALL AROUND PERC RATE: < 2 MIN. /INCH � U rp Q DEEP 0135EPVATION HOLE#I EL. 80.5 EL. 80.0 _EL. 80.0_ EL. 80.0 DEPTH 501L 501L 501L COLOR 501L URFACF 0- T.O.F. @ 4"SCH - IFTOP @ EL. 77.5 FROM HORIZON TEXTURE (MUN5ELL) MOTTLING OTHER J Q EL. 8 1 .0 `}"SCH 40 PVC 40 PVC 4"5CH 40 PVC 10. MICROFA5T 5'-1 2" A LOAMY A I 0YR3/I PERC @ 33"-49' I 0.5 UNIT (2) 500 GALLON PRECAST DRYVWELL5 1 2"-29" B LOAMY SAND I OYRG/8 24 GAL5<15 MIN5 N �_78.0 77.50 77.0 BOTTOM @ EL. 74.75 2 "-1 2 " I 2. Y6 4 -77. 17::: N O BASEMENT FLOOR 77.25 76.75 O N @ EL. 73. D13-6 (H-20) INSTALL TANK#D,-BOX 5.75' DEEP OBSERVATION HOLE#2 EL. 79.5 Q ON G" LAYER OF CRUSHED 1500 GALLON PRECAST STONE DEPTH 501L 501L 501L COLOR 501L FROM HORIZON TEXTURE (MUN5ELL) MOTTLING OTHER SURFACE MICROFA5T SEPTIC TANK BOTTOM TH EL. G9.0 ZONING CLA551FICATION: RF @ 5"-12' A LOAMY5AND IoYR3lT WATER PROTECTION DISTRICT: GP SEPTIC SYSTEM PROFILE 12"-z9" B LOAMY SAND 2.5YG/e "-1 2 C 2 Y 4 DEEP OBSERVATION HOLE#3 EL. 83.0 DEPTH 501L 501L 501L COLOR 501L 'u'„ O t P.^.'?s m ,tvU�E'i. - I FROM HORIZON TEXTURE• (MUN5ELL) MOTTLING OTHER It' :�.. p• ,. V. , ' 'ti'j' _Kl r '5URFACE c' C [ .b rJ vCn' {r' �; t ' " r `I FT n'IJ '!id ' ;� _ I. Airll^C ipi^rp• aI 'n5T n aY nc•Creed [..� see 60to 1 Iran; C^ Il0'rC t'aKi„',!n' O'<Clt!O v;!^ '^C�'Ipr^:y S'y;?C Yl. / 4 FOf•:JS�Jn%C•S•�rtC:aC '^^n 'UU� ..i0n'I;:�r15'..It fr3CiCr'v.K•OwCf 4"-10" A LOAMY SAND I OYR3/I PERC Q 32"-48' n' Is no Ioca?ed above flood ICvc+ O" a cow:re: _-base 25"X I O'-24' B LOAMY SAND OYR6/8 24 GALS<15 MINS -- 6 0 -i.5[ 1L X 2 .5S x: 3e:X 3cr"; 1 2,4"-I Y Ir;pe 'Io' T-Janis n',us-cc - Po'ivent sCC w':rer tia Z e 'r de e location :n� y_r rc enl^g H a vent prate notes 2 5 v'h at Ica t y in.:�5 sq.cn11 pen'_';ace a CO Sew e w ih [I,I t1FASTW stci Css s'Ce 'ews bent pl I a n1.•yt^o'ollow c c ndensate _ „ gu up h c,e e b ^Cr_ L-ie,Vollt' u Uc unc:e fln, ire bu d up^'� uutc:Lurk rrc A o4 4I DEEP OBSERVATION HOLE#4 EL. 82.0 DEPTH 2" 51 W IY IIN I SOIL 501L 501L COLOR SOIL OTHER f3lov:e'Pipi^g All accurien nc-to FAS '�' 'c.g.to^ks.a:CCSS Oor ^t ( FROM HORIZON TEXTURE (MUN5ELL) MOTTLING C e •ncal C'c.l ritus'Co* fort,to all opplicac)e cu n ry.s . C. I URFACE pro•;i^cC. crid cccl pl',r,bing cric Cb?c'r:._ol cc='.F', p out a cv ,,ess 5"al! '.'C:a.^.C'U;:'C 10'PIOr;'uU^Iv:_-!mai l U',.�C::'^=0^C I 4"-I O" A LOAMY SAND I OYR3/I �` y 10"-24" B LOAMY SAND I oYR6/15 1 IS . . ; Y 44. AIIinspe: a" - II01 pre•:Cn?accrJerltal cr na.'thc•izcd eccess. I 5 Tarr. 'pin ^dl it,etc.Orc pro•:idec by ct^e's.Ble ver NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE TS 1/1"MIN control SySierr Iby&o nc.Seclristall�'ian N"•�cn��. 139 tt N] G It'Css'^i]n•,,r'ispCGl'iCrJ r^n'•ilums a'C nQ::.Cssa"v. 4 f 114 MIN consL'It toctorv'`or guidcnce. - J 84 [ y�5 Nf1'Jj AT pici^u u d Dncllia Cq 'r \ 24"MIN r iC^ fu' =1 'ir_•1 "jT ;t 82 influent [61 MIN] �,OCrJC 'it t E•fl N f f r 80 \ \ Waste i ILx -t : 1 c ,I DE51GN DATA See Note B tlr 78 76 \ connect on oetween zones I ' j15.f rLrIF:J u.,au,tee•. 1^s .,Ila,o^\ see-Cle rs o FAST W :, }r" :.nr0DuIf+n. DAILY FLOW: (3) BEDROOMS x I 10 GPD = 330 GPD II\ 0 ! nr� \ \ Settling Zone Treatment Zone t� d "II I I; Ail. SEPTIC TANK: 330 GPD x 200% = 660 GPD \ 2513 t;cuon V.r!(130 L ti'rll 4150 Gallon rq rJ 11700 L gip.rr ='^ liti = U5E: 1 500 GALLON PRECAST SEPTIC TANK (MICROFA5T INSERT) 74 \ oO \�� /��1 O' Cr J , r , L•r I F,sT w of n feet cf ',_n D15TRIBUTION BOX: (6) OUTLET D15TRIBUTION BOX (H-20) be If ..r, _I h�,fi rC1Ull,.',,rl ;U _•J for 91'irC Jr tJ i. ' o' g, I 501L ABSORPTION 5Y5TEM: (2) 500 GALLON PRECAST DRYWELL5 � � ---------- I-I a r.ufre-'•„rn lr•. �'ns:'r Isn-ayrt•qccttcfec'urc•te BLOWER v 0` { _ ya" _ ; �c m�o'paraf I C^esia^.Cr!^su t Ce'Y+c uu a^ce. LINED w/4' OF DOUBLE WASHED STONE 1 UNIT 1 113 ALL AROUND 1 I \ 25 31 1;4' :�I'J 1T" `\ 84 I I - --------- r t --- \ I l I DO NOT SCALE CAPACITY: 51DEWALL: 76 x 2 x 0.74 = 1 12.5 GPD �4, � -- - 1 uNLEssNOTEr� - ""' BOTTOM: 13 x 25 x 0.74 = 240.5 GPD I N - - c--- ------ s^ - - -} -----------------1�-- --_- --- _ _-_---- DIMENSIONS #1 0 2 1,': a rl �.._ / / / / • I 0 2 82 ' _ ARE IN INCHES ' 353.0 GPD / [C.G [CENTIMETERS) V 80 _: ,on', t^ f AST h' r2 '�,Itl bc!rde-for Sea'ng TOLERANCES c u e to sit on ta•,k -- / a-dc-,in^'re I±0 CWCIMI y Sc Nv c'oI n.S' '.50 FAS Unit / lid end ner to'onk WEIGHT nb _ • NAPA DAITe r.11CroFAST N�.SJ wi?- :.c SI'EE j / 11 THE INFORMATION CONTAINED M TM DRAWING 5 THE SOLE PROPERTY Of!+O-Mr<ROSICS WC. ANY REPRODUCTION IN PART OR AS A A lo� / �3 / W►IOLE WITHOUT THE WRITTEN PERMISSION OF W-MIC"ICS NC.a PROHI&TED.DESGN AND iNVENT+ON RIGHTS ARE RESERVED.M THE BIC-'•:tICROBICS r�%2''14 mAwN OF 4 I 74 (G NG 7 8 INTEREST OF TECHNOLOGICAL ADVANCEMENT.ALL PRODUCTS ARE SUBJECT TO DESG ID N A OR MATERIAL CHANGE Wln+our NOTICE. �O HEc pf 25.2' / Q��Q�Qj4f'\)�1bN 0 / // / 1 G 76/ 505 / 76 w � J'� � / � 74 79.2 / -/ 72 + /' ``� / / ' 70 SEPTIC DESIGN BY MEYER 50N5, INC. 78 LOT 283 � ��'-'' � ' � - 68 / / / \ 2I397.7 s.F. j:� -66 SITE - SEWAGE PLAN / / / FOR \� -',•TBM = EL. 65.6 260 OLD MILL RD., MARSTONS MILLS, MA /\ GENERAL NOTES / � ' / MAGNAIL IN PAVEMENT it PREPARED FOR e -''- SUNRISE CONSTRUCTION 1 . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE WITH scALE: DATE: DRAWN BY: 74 - � ' %�59 G4.5 �O 3 10 CMR 1 5.00: TITLE V I " = 30' 1 1 -28-20 1 8 TMW 72_ _ _ ' P �'� 2. TH15 SEPTIC SYSTEM IS NOT DE51GNED FOR THE U5E OF A B� / r � , / �� � JOB NUMBER: REVISION: 511EET NUMBER: - / / \ GARBAGE DISPOSAL. SP- I ' G4 3. THI5 PLAN 15 NOT TO I5E U5ED FOR PROPERTY LINE DETERMINATION. 70 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN WELLER * ASSOCIATES ENGINEER FOR ANY REQUIRED IN5PECTION5. 68- 66' ' 5. CONTRACTOR TO BE RE5PON515LE FOR THE LOCATION OF ANY P.O. 80X 4 17 CENTERVILLE, MA 02G32 64- Q UTILITY; ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION TELEPHONE: (505) 328-4G92 OV OR CONSTRUCTION. EMAIL: trlsweller@gmall.com REGISTERED LAND 5URVEYOR5 4 ENVIRONMENTAL CONSULTANTS Locus INSTALL RISERS * COVERS TO PIPE5 TO BE LAID LEVEL FOR DEEP OB5ERVATION r10L.E LOGS WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX (SEE PLAN VIEW FOR LOCATIONS) DATE: I 1-20-20 1 8 P-1563 1 � WATER TEST D-BOX FOR 2" LAYER OF DOUBLE WASHED PEASTONE LEVELNESS FLOW OVER 314" - I %2" DOUBLE WASHED STONE TE5T BY: D. MEYER, R5 4 C5E WITNESS: D. DESMARAIS, HEALTH AGENT Ln EQUALIZATION ALL AROUND PERC RATE: < 2 MIN./INCH �b ? cvf R O d DEEP OBSERVATION HOLE#I EL. 80.5 a p H EL. 80_0 EL. 80.0 0 _ _ 7 EL. 80. %Rry Dr U T.O.F. @ 4"SCH FROM HOROZON TEXTURE SOIL COLOR SOIL OTHER ` 4°5cH 4o PVC 4o PVC TOP @ EL. 77.5 ,o d EL. 8 I .O 4"SCH 40 PVC (MUNSELL) MOTTLING a I 10" MICROFA5T ch 0.5 UNIT (2) 500 GALLON PRECAST DRYWELLS 5"-12" A LOAMY5AND IOYR3/I PERC @ 33"-49' �f cQ �_78.0 77•50 1 2"-29" 5 LOAMY SAND I OYRG/8 24 GAL5<15 MIN5 ' cal �77. 1 7 77.0 BOTTOM @ EL. 74.75 2 •_1 A D 2. Y �y O BASEMENT FLOOR 77.25 7G.75 O N @ EL. 73. DB-G (H-20) d INSTALL TANK E D-BOX 5.75' ON G" LAYER OF CRUSHED DEEP 055EPVATION HOLE#2 EL. 79.5 STONE DEPTH 501L 501E OIL COLOR SOIL 1500 GALLON PRECAST FROM HORIZON TEXTURE (MUNSELL) MOTTLING y MICROFA5T SEPTIC TANK 5u FACE ZONING CLA551FICATION: RF BOTTOM TH @ EL. G9.0 5"_;2° A LOAMY SAND I OYR3/I WATER PROTECTION DISTRICT: GP SEPTIC SYSTEM PROFILE 12"-29" B LOAMY5AND IOYRG/8 2 "-12G" C MEDIUM 5AND 2. Y DEEP OBSERVATION HOLE#3 EL. 83.0 r Inspection/ DEPTH Pump out Ports NOTES FROM 501L 501E 501L COLOR, 501L OTHER see notes 3'[8]0 MIN vent pipe HORIZON TEXTURE (MUNSELL) MOTTLING 3-S see note 2 I. Arline piping to FASTO may not exceed 100 FT[30m)total SURFACE length and nave a maximum of 4 elbows in the piping system. /E For distances!greater than 100 FT(30m]consult factory.Blower 4"-10" A LOAMY SAND I OYR3/I PERC @ 32"-48" must be located above flood levels on a concrete base 26"X 1 O"-24" B LOAMY SAND I OYRG/8 24 GAL5<15 MIN5 2('X 7'[65 x 50 X 5cm)min- "-I Inspection Joints must be Port/vent me wafer tight 2. Vent to desied location and cover opening with a vent grate notes 2-5 with at least 7 sq in.[45 sq.cm]open surface area.Secure with -[101 OFASTO stainless steel screws.Vent piping must not allow condensate pie build up or create back pressure.Vent must be above finished r seeunote 7 grade or higher(see sheet 4 of 4). DEEP OBSERVATION HOLE#4 EL. 82.0 2"'[51 O MIN DEPTH Blower Piping 3. All appurtenances to FASTS e. tanks,access SOIL 501E 01L COLOR �0 See note I I ( 9• Ports. FROM HORIZON TEXTURE (MUNSELL) VC__! electrical,etc-)must conform to all applicable country,state, SU FACE province•and local plumbing and electrical codes.Pump out 0 15 1/ ±1/81, access shall be adequate to thoroughly clean out both zones- 4"-10" A LOAMY SAND 1 OYR3/1 [�4+0 3, O"-24" 5 LOAMY SAND I OYRG/8 4_ All inspection, viewing and pump out ports must be secured to 4°-I Y 4 �1 prevent accidental or unauthorized access. „t 5. Tank•piping,conduit,etc-are provided by others.Blower NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE t � control system by Bio-Microbics•Inc.See Installation Manual 41 1/4'MIN 6- If less than the specified minimums are considered necessary, consult factory for guidance. 84 (104.6 MIN] \ 24 N,r*: t 7- All piping and ancillary equipment installed after FAST must 80 82 \ Influent [b 1 r:`t I I not impede or restrict free flow of effluent. \ waste t 78 \ See Note 8 8. The tank(s)shall be designed to prevent air passage between DES 1 G N DATA \ \ the settling zone/tank and the treatment zone and preventing an air lock.Examples 7G \ \ 6 3/8"MIN treatment zone tine include a dth baffle sealed to the lid or [16.1 MIN] guidance- pipe cap.Consult factory for \ see note 6 DAILY FLOW: (3) BEDROOMS x I I O GPD = 330 GPI) \ \ \ \ 9. installations using a FAST+system id cne capable of \ \ Settlinglon• TreafineMZon• withstand' AASH10H-►O equivalent loods.Any installation in i SEPTIC TANK: 330 GPD x 200% = GGO GPD on MIN [1300 L MIN] 450 Gallon MIN[1700 L MIN[ which a FAST fid is buried deeper than 3 feet,our where \ p 4 additional loading conditions may USE: 1 500 GALLON PRECAST SEPTIC TANK (MICROFA5T INSERT) engineer should be consulted. FASTO with feet option should 7I p \ ` I DISTRIBUTION BOX: (G) OUTLET DISTRIBUTION BOX (H-20) \ �f � be considered.Refer to Installation Manual for more detarls- \ f� \ BLowER\ r-- ------------------ �--,---------___,_--____-� _ _-_ o \ 1 i ALL AROUND 10. Specialized treatment levels may require specific features to SOIL ABSORPTION SYSTEM: (2) 500 GALLON PRECAST DRYWELLS UNIT-7 O I 1 yl,. I be incogxxatled into the design.Consult factory for guidance. LINED w'/4' OF DOUBLE WASHED STONE �i I TH • ��2� o \�\ ~' 1137-21 I I _____ 25' 3} 1/4"MIN 84 Tri \ / 63.5 I [79.4 MIN) / • 3 - 00 NOT SCALE CAPACITY: 51DEWALL: 7G x 2 x 0.74 = 1 12.5 GPD / / // / • O " I oo G0. 82 -------------------1J__ UNLESS NOTED DIMENSIONSMkE,= BOTTOM: 1 3 x 25 x 0.74 = 240.5 GPD / I 264MNiJ IARE IN 1 KS 353.0 GPD Openingfor FASTO 8F1TER WATER.BETTlR WORLD' 80 module to sit on tank 67 1/7 MIN border for sealing TOLERANCES �NES [171.5 MIN] and securing the [t 0.115 /1114 MicroFAST 0.50 FAST Unit / Q' lid and finer to tank / / •�. / / WEIGHT Ilb satr txtAwox:ra�ecq 74 / l31 / THE INFORMATION CONTAINED N DIS DRAWING 5 THE SOLE PROPERTY OF YO•MICROIICS INC.ANY RL7RooIlCTION N PART OR AS A A MICFOFAST�0.50 with id SHEET �O G -7 WHOLE wITHOUf THE WRITTEN PERMISSION OF flq hYCkOIICS INC IS PROiYl1t�.DE9C,N AND NVB111DM RKsM5 ARERESERV�-N TIE 13(Q-MiCROBICS r�1 2014 ':7RAwri I OF 4 Q�Oe OO��\�� 0 -1 , // / 8 INTEREST of TECHNOLOGICAL AOVANctAA@IT.ALL PRODUCTS ARE suaECT to OESIGtJ AlL1 GR MAT9eAL CHANGE vlTtHout NOTICE K tws>3 on®nol3 ISEv. w105 v 25.2' / 0 O F °C G �5 IME No 1140 7G OF MASS ���1 A T 15_��k y fVITi h I I�u'qr 74s� Ln 79.2+ S�R�C�\�L' / / \� �' / / 72 S RUMBA N y 0 N0.3579 70 " a 0 78 LOT 283 ' ' ��/ / \\� /\� / / " G8 Isj X SEPTIC DE51GN BY MEYER 50N5, INC. \ 21397.7 S.F. EGG /ONALtJ'NO SITE - SEWAGE PLAN FOR ­_>= "'TBM = EL. G5.G 2GO OLD MILL RD., MARSTONS MILLS, MA 7G / MAGNAIL IN PAVEMENT GENERAL NOTES PREPARED FOR 1 .74 �� � ' � ' // / �CLA�9 + O SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE WITH SUNRISE CONSTRUCTION / P� G4.8 -O P 3 10 CMR 1 5.00: TITLE V SCALE: DATt: DRAWN 6Y: I = 30 Ili -28-20 1 8 TMW 72 - - - - / / %/� \ 2. THI5 5EPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A 03 NuvEp R.rvl c. sirr7 NUMB-4. � G4 GARBAGE DISPOSAL. /� 5P- I 70 3. TH15 PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION. WELLEI\ ASSOCIATES 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN 68� ' ' / / ENGINEER FOR ANY REQUIRED INSPECTIONS. DSO G 4 G-4 5. CONTRACTOR TO BE RE5PON51BLE FOR THE LOCATION OF ANY P.C. Box 417 CENTERVILLE, MA 02G32 � - ' UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION TELEPHONE: (508) 328-4G92 OR CONSTRUCTION. EMAIL: trl5weller@gmail.com REGISTERED LAND SURVEYORS * ENVIRONMENTAL C0N5ULTANT5 Traverse PC