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HomeMy WebLinkAbout0048 HILLIARD'S HAYWAY - Health 48 Hillard's Hayway West Barnstable A= 136-044 ,I OWN gF BARNSTABLE �/ LOCATION l 0 i j, dl,r 4 SEWAGE# Ol —X VILLAGE C•tJ l ASSESSOR'S M/A &PARCEL INSTALLERS NAME&PHONE NO: SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS c -9 OWNER lvl 10r 1� PERMIT DATE: COMPLIANCE DATE: 9J Z s Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet i FURNISHED BY r 0 � 0 y � 7 a/sue No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes A PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal *pBtem ConstTULtion i3Prmit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (dAy L. Owner's Name,Address,and Tel.No. $O$-8?$'—23 � Assessor's Map/Parcel l 3 ce -- 41 39 JQ o e5ox 3/d AN wl oLS 1) Installer's Name Address,and Tel.No. �j�. — Designer's Name,Address,and Tel.No. �('r —Tax,tDY►i S► �Prt ZL•,(Lra— V1,v,t7 '11tu1tiN 21/ iJ/?el E- An�pcY.�a Type of Building: •p �. Dwelling No.of Bedrooms Lot Size At'4 =7 b(ss sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Z Showers(1 ) Cafeteria( ) Other Fixtures A W�Lrtnn � 7 5,&KS a c'u=s",sc PA.uif. ( oe.t'sso-e SW,,wt.- Design Flow(min.required) '3'�)Q gpd Design flow provided,330 gpd Plan Date 611 a'j I. ZoP4 Number of sheets (0 Revision Date N11i4 ( Title qs H,Il,arol {A® t,✓A . SA-e sheer Size of Septic Tank I 5 G 0 Type of S.A.S. Z 5*o j3,d11aAj NA M i= 7 Description-of Soil se,c A4xT 3oF6 74A/ A FF v- LO a Aruo LAsv a t•'(o SA"D o i,,v, . G'• al zit vM — Co Arse loA,-f — 5Z2 e•a vet-eC4418- Nature of Repairs or Alterations(Answer when applicable) , i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore d scribed sit ewage disposal system in oe accordance with the provisions of Title 5 of the Environmental Code and not t c s ste n o ration a Certificate of Compliance has been issued by this Board f Health. �O _TA-aler'?1 S i Date y Application Approved by Date Application Disapproved by Date for the following reasons , i Permit No. 41,100, Date Issued Fee "'y 9• J)fv � Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS ;.PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes e • o , 01ppYitation for MisposaY 6psteit Construction Verm.it 'r Appl ration for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑CompleVystem El Individual Components Locaon�Address or Lot No. N,((,h f S ((A w .- Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 1 $Cs - B yW 35' fie, NAra 2d2' e �eix 3/a £. Aa0(wI ctS-? Installer`s'1�Ta�me Address,and Tel.No. Svc- �C�t - ' Designer's Name,Address,and Tel.No. �W/L�t�/I �aC10, -`• �1 I` qi'.'- :/' J11�-:• .�r.;u^ Vi-O, %1`1ivbfu ZII M���2cf E•S,aH✓�u. L/� Type of Building: Dwelling No.ofl3edrooms Lot Size ac45 =3 sq.ft. Garbage Grinder( ) c Other . Type of Building - No.of Persons_.Z Showers(2 ) Cafeteria( ) Other Fixtures '4 Tcj ut2 r5 7 Sr aK5 2 o✓rs la-e FAvc4 i S, A airs-,7,e Stiow,&. I' Design Flow(min.required) 330 gpd Design flow provided 330 gpd e Plan , Date 0011 u'!,I Lot 4 Number of sheets (V Revision Date AIM r ,x Title 4? HtIGAND! KAjWAY � G7 i- Se tic Tank , r- o ` r e y�,� SQ-C Sl+e<t Size of PCZ. Type of S.A.S. 2— 5 4 v�e , tN� 4,t Description of Soil See. A--r 3.F 12 p/ A = D-r-F ►- L.ap M V 57Ani!)!j Y OAAl �a CAK eT Gr �uAM Ll e,- �l t yM — !:'o A V! Ce /oAAf — SANS akA vPL cPCug /e Nat r Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: f' •- The undersigned agrees to ensure the construction and maintenance of the afor�scribed -sit sewage disposal system in _V_`"accordance with the provisions of Title 5 of the Environmental Code and not t c. ste n o ation artii�a Certificate of V ' Compliance has been issued by this Board of Health. ( T/ A f d Date Application A-3proved by / Date r Application Disapproved by v Date for the following reasons Permit No. Date Issued - - ------------------------------------------------------------------------------------------- ----- - ------------ ----------- ----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS n Certificate of Compliante THIS I�TO CERTIFY,that the On-si a Sewage Disposal system Constructed(X RepairedUpgraded Abandoned( by ;C T9 1 at p as been cons ucte in o ce with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer J' h -!A d 9J , Designer #bedrooms �_ Approved design fl w gpd The issuance of thh permit shall not be construed as a guarantee that the system will ction Date p Z 1 1 S Inspector Jti�& NO. - ---------- --------------------------------------------------------------Fee---/-�---- �-' THE COMMONWEALTH OF MASSACHUSETTS PUBLI HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstetn Construction J)ermit i Permission t hereby gr ted t /o ct Repair, ) Up ade( )� Abandon �r IJl/V/ System located at 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 permit. Date Approved by � s From: Donald Desmarais Donald.Desmarais @town.barnstable.ma.us Subject: 48 Hilliards Hayway Date: August 12,2014 at 9:12 AM To: dcthulin@alum.wpi.edu Dave, r The plans look good for 48 Hilliards Hayway. The Well permit must be pulled and suitability of water checked first before a disposal permit can be approved. Donald Desmarais, IRS Health Inspector Town of Barnstable Public Health Office:508-862-4740 Fax: 508-7 90-6304 donald.desmaraislcDtown.barnstable.ma.us 'T?,o►f Al-'7, 1 h c f ✓(�n l.wf ye v1&--j J4 jvn APY' rn i9S Motile /' ' v �' v ! - ems'`' ' . M s� 3 3 t-(9 0 -�w :M�,� �5AIITH Zf4(10 V %/11(64 �� AUG-28-2015 14:47 From:BARNST HEALTH 15087906304 To:508 8887259 P.2'2 Town of Barnstable Regulatory Services Richard V. Scali,Director wnna�au, MAML Public Health Division L Thowas McKean, ,Director 280-main Strcct, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-00.4 d L D)atc: F' Scwagc T'ern�it# Assessor s 1V[ap/Ps�rcel installer& Designer Certi$ieatioti Form p � Designer: Tnstaller: J �' if-1 � • r,- DD QQom_ _ Address: a 11 Rift t�Ol Address.- Sc'�ty. CL 'P3YV Oil / ,f r ,� da r?�S was issued a permit to install a (date) (installer) septic systcrn at ZCF �p�f X .� Gib based on a design drawn by (address) t- 'l,a� P �5 dated 9 -5 114 (designer) 1 certify that the septic system referenced above was installed substantially according to the design, which tray include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspcetcd and the soils weir,found.satisfactory. �G �tGTh� l/ I certify that the septic. system referenccci above was installed, with major chungcs (i.u. greater than 10' lateral relocation of the -Cir any vcrtiea.l relocation of any component of the septic system) but in aceordancx. with State & Local Regulations. Phm revision car certified as-built by designer to follow. Stripuut(il'required) was i�' ectcd astd the soils were found satin ftictnry. _b � � e C. _ I eertily that the system referenced above was constructed i imice with the terms of the.TIA approval letters(if applicable). N OFMgss DAVID 90 0 C. tiG s THULIN m atur } o NO.29976 9, CIVIL o °j SST ^F�KMIALEN�� esigner s , ignAtUrej (Affix Dca. . . fannp Here) PLEASE RETURN '1'-Q 1DARNSTABIXI, 1'TJR11C HEALTH DIVISION. CERTYF'ICATE COMPLIANCEOF WILL NOT HE ISSUED UNTIL BOTH TITTS FORM AND AS- BUILT CARD AIE, RF,('FIVFI) BY THE BARNSTABLE PUBLIC HFAL1 - )INVIST4N. THANK YOU. ��1ntY{ca(nrm:kleSiFnrrcnrifScutinn rorm.�ur. Town of Barnstable °FINE 1py, Regulatory Services ti Richard V. Scali,Director B" MASS.�• MASS. ' Public Health Division � g s679• ♦� �rfp3r6. Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 �o�r a,y_ 3d q .� —v Date: � �P Sewage Permit# Assessor'sMap/Parcel � �Y Installer & Designer Certification Form Designer: 7)aU p 1 Yl u 1)6 J , 1 Installer: .� �1/ s y- Address: III iMi 1( �(� Address: 2�1 Sowel,ce ki On / �/c��` do/7/S �` was issued a permit to install a (da e) (installer) septic system at C (:F / ,11,01 ll (Ilaqf based on a design drawn by (address) LS dated (designer) 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. Stripout (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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the I/A approval letters (if applicable). ature) i (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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. q:\office forms\designercertification form.doc r i i x i �yo> ni`t CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 9/4/2014 Shaun F. Harrington s All Cape Well Drilling Order No.: G1483232 P O Box 126 j Brewster, MA 02631 i 1 Laboratory ID#: 1483232-01 Description: Water-Drinking Water Sample#: Sample Location: 48 Hilliards Hayway W. Barnstable,MA Collected: 09/03/2014 Collected by: Customer Received: 09/03/2014 i Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE l Nitrate as Nitrogen 0.50 mg/L 0.10 10 EPA 300.0 LAP 9/3/2014 Copper ND mg/L 0.10 1.3 EPA 200.8 KK 9/3/2014 Iron 0.55 mg/L 0.10 0.3 EPA 200.8 KK 9/3/2014 pH 7.2 PH AT 25C NA 6.5-8.5 SM 4500-H-8 DCB 9/3/2014 Sodium _ 11 mg/L 2.5 20 EPA 200.8 KK 9/3/2014 Total Coliform Absent P/A 0 0 SM 9223 RG 9/3/2014 Conductance 110 umohs/cm 2.0 EPA 120.1 DCB 9/3/2014 Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems I (taste,odor,staining)due to Iron. t Attached please find the laboratory certified parameter list. Approved By: (Lab Director) I i t 4 S G i F9 9 I t 9 1 R ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-376-6606 a CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) ,9`gCHtiS'f _........ .........._....__ _ -_.._... ......-. .._... _.-,._.. ...... .-............-- 1 Recipient: Shaun F. Harrington Matrix: Water-Drinking Water All Cape Well Drilling Sampled: 09/03/2014 8:00 i P O Box 126 Received: 09/03/2014 8:50 Brewster, MA 02631 Collection Address: 48 Hilliards Hayway W. Barnstable, MA Order#: G1483233 Sample Location: Description: 2da -48 Hilliards Ha a Lab ID: 1483233-01 p y y Date Analyzed: 09/04/2014 @ 16:07 I Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: EPA 524.2 - Volatile Organics by GC/MS Result MCL MDL Result MCL MDL Parameter ug/L ug/L ug/L Parameter ug/L ; ug/L ug/L 'Dichlorodifluoromethane _ ND O.SO Chloroform _ ND 80 0.50 ...... _. - �- Chloromethane ND o.so Icis 1,2 Dichloroethene I ND 70 i 0.50 'Vinyl chloride ND 2.0 0.50 cis-1,3-Dichloropropene ! ND i 1 0,50 _._______i-.� 50 = .Bromomethane ND 0.50 ;iDibromochloromethane ; _ND o.5o 1,1,1,2-Tetrachloroethane ND 1 050 i�Dibromomethane ND ° 0.50 j --- -- 1,1,1 Tdchloroethane a ND 200 I 0.50 i�Ethylbenzene ND 700 0 50 1,1,2,2-Tetrachloroethane ND + 0.50 Hexachlorobutadiene i ND o.so i1,1,2-Tnchloroethane ND f 5.0 0.50 ;!Isopropylbenzene ; ND 0.50 1,1-Dichloroethane_ _ ND i- i _ 0.50 Methylene chloride ND 5.0 0.50 1,1 Dichloroethene ND 7.0 j 0.50 Methyl-tert-butyl ether i ND I 0.50 - 1,1-Dichloropropene ND i 0.50 Naphthalene ND 0.50 11,2,3-Tnchlorobenzene f ND f 0.50 iin-Butylbenzene ND 0.50 ! 1,2,3-Tnchloropropane { ND 0.50 1 rn-Propylbenzene ND 0_50 I 0.50 ;p-Isopropyltoluene ND i 0.50 €1,2,4-Tnchlorobenzene , ND 70 ; 1,2,4-Trimethylbenzene ND I 0.50 Ilsec-Butylbenzene ND 1 o.50 11,2-Dibromo-3-chloropropane I ND 0.50 {;Styrene ND 100 1 0.50 1,2 Dibromcethane(EDB) ! ND 0.50 tert-Butylbenzene t ND ; 0.50 ! -- - 1,2 DichlorobenzEne ND 600 0.50 I`Tetrachloroethene ND 5.0 0.50 i i 11,2-Dichloroethane ND 5.0 0.50 i7oluene ND 1000 0.50 1,2-Dichloropropane ND 0.50 ;;Total xylenes ND 10000 ' 0.50 i1,3,5-Trimethylbenzene i ND t 0.50 1 trans-1,2-Dichloroethene I ND i 100 0.50 1,3 Dichlorobenzene i ND --_ j ; 0 5o cans 1,3-Dichloropropene ND !. 0.50 1,3-Dichloropropane ND I_ 0.50 ,iTrichloroethene ND 5.0 0.50 11,4-Dichlorobenzene ; ND ; 5.0 0.50 l;Trichlorofluoromethane ND 0.50 12,2-Dichloropropane 3 ND , , 0.50 Surrogates %Recovered °_ . E� g , QC Limits(/a)l ;2-Chlorotoluene ND i ! 0.50 -- ----- --- Bromofluorobenzene 93/0 70 + 130 4 Chlorotoluene ; ND 0.50 + - ° j F1,2 Dichlorobenzene d4 95% t 70 'T 130 ;Benzene ND 5.0 0.50 --- -- ,___.___...... _. l jBromobenzene ND - o.50 ' 18romochloromethane ND 0.50 j lBromodichloromettane i ND i 0.50 iBromoform ND 0.50 { (Carbon tetrachloride - ! ND 5.0 0.50 + jChlorobenzene ! ND 100 ( 0.50 IChloroethane I ND I 0.50 ........ Attached please find the laboratory certified parameter list. ApprovedBy: _.. _._-. (LaabbDire ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 • „t� Town of Barnstable Departmeut of Regulatory Services Public Health Division Date 2/.1.0'/14 IIARNBTAHr,[t, . MAHH. - n699 200 Main Street,Hyannis MA 02601 Date Scheduled *Til-na Fee Pd. 00' PC) Soil Suitability Assemzentj-�' r Se e Performed By: David C. Thul in, PE PLiS Wltnessed By: LOCATION & GENE AL INJCOR ATION 13 Location Address , Owner's Name Janice Brock-ie TR {` 48 Hilliard s Hayway - 100 Ocean Rd. apt , West Barnstable Address Vero Beach; FL 32963 �7 _ '�► Assesscr's Map/Parcel: 136044 Engineer's Name Davld , 'Thil n----f - - NEW CONSTRUCTION X REPAIR Telephone It 5 0 8-8 8 8-2 3 4 5 Land Use• Re S l dent i a l Lot Slopes(9fi) 12-2 2 o surface Stones Dislances from: Open Wafer Body 180 ft Possible Wet Area _ft Drinking Water Well 150 Ft Drainage Way ft Property Line 10 ft 011ter f-�c ft ry JIM C1I: (Street name,dimensions of lot,exact locations of test lioles&perc tests,locate wetlands'iu proximity to boles) �T, 97,2 - ___—� •ice �� AREA AVAILABLE_ FOR SEPTIC /� _ + r All- �- r� ...yr�--' \ _ vim. AREA AVAILABLE FOR WELL Parent material(geologic) Coarse (31acl '1 Depth to Bedroeic > 50 Depth to Groundwater. Standing Waterin Hole: Weeping from Pit ftllee_JAA Estimated Seasonal High Groundwater r-n' DETI,RBUNA TION FOR SEASONAJL IIIOH WAt'I'ER T A B LE, Method Used: 7-0 1 � I Depth ObservedlandIng in s.hole: Depth to soil mottles: In. DcpUi to weeping from side of obs.hole: Qw._,,._,_,_,1n, Oroundwutet'Ad)uslment bj _C[. Index Well#! Rcading Date: Index Well level At�,th ur _. Adj.Q'vuttdwutel'Level kCOT Observation p "� Hole It 1 1 P3 ` Inie tit 9" Depth of Pere I _5 O4v m Tillie at G' '0kL Start Pre-soak Time @ b6 Tillie(9"41 End Pre-soak s Y� I rt RateMin..Incl[ �� L V�'�Iel tri Site Suitability Assessment: Site Passed l/ Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed.on Back--- . PerC0l.etion test is to be conducted within 100' of wetland,you must first notify the. Barustable Conservation Division at least one (1) week prior to beginillug. cZ:�s E1rrlcv�cRcroRr�-l.Dac M' I EEP.OBSR+R VATTON HOLE LOG Hole#1' TP 11 Depth from Soil Horizon" Soil Texture Sdil Color Soil . Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,96Gravel) � ..eJl.. �...- (fir -Lrxt✓✓1.. • .. .I-DYE ClnA ►oye 5/F; tr^, DEF-P 013SERVATION HOLE LOG Hole#k TIP 2— Depth fro Soil Horizon Soil Texture Soil Color Soil Other Surface(i•.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. .. onsisten 96 ravel 0, i CO c F-- DE Ef P OBSERVATION HOLE,LOG Deglh from Soil 1-lorizon Soil Texture Soil Color Soil Other .._.(USDA) _.__ ..-, _. .(Munsell) _..'. . Motping__, (Structure,Stones,Boulders._. Co :I tc ry,90 Gravel) 1 L bL s DEED OBgE[ VATTON HOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Bouklars, Consistency,76 Qraval) C� F Flood Insurance Rate Ma Above 500 year flood boundary. N o_ Yes, Witiun 500 year boundary No= *Yes Within 100 year flood boundary No,_. Yes - Depth of Naturally Occurring Penlous Material � A s Does at least four feat of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? C If not, what is the depth of naturally occurring pervious malarial? e Certii"icaiion � I .�,.� � y I certify that onI ' " ` (date)I have passed the soil evaluator examination approved by the ;A Department of Env! mental Protection and that the above analysis was,performed by me consistent with the required train g, xpecti56 and perien,esdescribed in 10 CNM 15.0Z17_ Date... Signature • I Y , rr�� if} 1�f e � No. � V von— / Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZIppYicatiou _for Yell C tructiou 'vermtt Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: l? A l/;Cj yd,I/Q4ajau 4�2wq P /J --7 Location-Address T. Assessors Map and Parcel f / Srn �ti c�C - � d T. w c cam. Owner ,) Address 1� l Cco a� �( / ��Q.l lY1 N ITV D►1 c�� ��� Zv �C��/ Instal er-Driller Address Type of Building Dwelling _6,Z Other-Type of Building No. of Persons Type of Well �� Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prot ion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compli ce as eenissue�the Board of Health. C Signed ! w Date Application Approved By ate Application Disapproved for the following reasons: Date Permit No. Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of 7, Altered hauce THIS IS TO CERTIFY,that the individual well Constructed ( ), or Repaired( ) by _ Installer / at Cl �S fly �IICcl� nl s L.'s 11 JQ�./ has been installed in accordance with the provisio s of the own of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector V r No.Ll o Fee 1. BOARD OF HEALTH TOWN OF BARNSTABLE `E 2pplicatiou ,for Yell "tructiou Permit Application is hereby made for a permit to Construct U Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel 1 - — T S.Vt�W, Sv Owner Wd( Address CtYY1�1G� 31 C) \ZD. u') S ev Installer-Driller J a Address Type of Building Dwelling v Other-Type of Building No. of Persons Type of Well L( V C Capacity Purpose of Well �� Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prote/ction Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Comp ce ,lian as been issued-by the Board of Health. c Signed 7 01 \j Date Application Approved By v h`f— 1,116 ate Application Disapproved for the following reasons: Date Permit No. Issued Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of 7, AItered pliauce THIS IS TO CERTIFY,that the individual well Constructed ( ), or Repaired( ) by � � � � 11 � ( 1 Installer at J ( �tS (�l /J 1 G V nl 5 ��Cc�� 1�t / �G V a's T ce has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cougtructiou Permit rr No. LJQDIq Fee > 1 Permission is hereby granted Installer to Construct Alter( ), or Repair( ) an individual well at: No. L1 s/ / 42 &L 1 Street //!! I as shown on the application for a Well Construction Permit No. Lij (�l 'Vp�7 Dated �" l Date / Approved By , SOIL SUITABILITY ASSESSMENT FOR ON-SITE SEWAGE DISPOSAL �. N LO City/Town of BARNSTABLE Dote: 3/10/14 Time: 10:00 App. No.: TEST PIT - TP3 ELEV. - 91.6 Gravel O ^ y Excavator: TORREY Health Deportment Witness: DONNA MIORANDI Soil Cobbles Consistence w Ln I o0 Depth Color USDA Soil Texture Horizon Stones % Soil Structure Moist Mottles 00 A. Facility Information O-g" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE N .. Facility address: 4. HILLIARDS HAYWAY Mop/Lot: MAP. 136 PCL 44 9-38 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE U) 00 Owner name: BROCKIE REVOCABLE TRUST Street address: 100 OCEAN RD - APT 106 38-132 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE z 2 O City: VERO BEACH State: FL Zip: 32963 Telephone: J Q B. Site Information N X 1. Soil Evaluation performed for: New Construction Upgrade Repair = Q 2. Published Soil Survey Survey date: 1993 Scale: 1:24000 NO GW �- _. Soil Mop Unit/Nome: __ Grovelly.sond and pebble to cobble Limitation for Sanitary Facilities: SEVERE 3. Surficial Geological Report _ Dote: 1975 Mop Unit: Old - DELTA DEPOSITS p = - - Lo Geologic Material: - ' Old -DELTA DEPOSITS Londform: NORTH UPWARD SLOPING U Q D. Determination of High Groundwater Elevation p 4. Flood Rote Insurance Mop Panel: FM2 50 001 001 1D Zone: C-AREAS OF MIN. FLOODING Method Used: NA Depth observed standing water in observation hole W Z N 5. We Area: NA Depth weeping from side of observation hole I National Wetlond Inventor Mop: Mop Unit: NA Nome: NA Q _� a 00 y p' p NA Depth to soil redoximorphic features(mottles) — N o0 Wetlands ConservancyProgram:, Ma Unit: NA Nome: NA.- - 9 p X Groundwater adjustment (USGS methodology) N00 6. Current Water Resource Conditions (USGS): Month/Dote: 6/14 Condition: NORMAL Q .� 7. Other references reviewed: NONE Index Well Number Q N w 00 C. On-Site Review _ _ _ Reading Date O Deep Observation Hole Index Well Level `n 1. Location TP1 TP2- TP3 TP4 TPS nt actor v -- - E. Depth of Pervious Material Adjustme Ground Elevation of Surface 93.4 91.8 94.5 91.6 - Pervious material horizon(s) _ C - MED TO COARSE SAND 2. Land Use RESIDENTIAL Surface Stones NONE NONE NONE NONE - . Title a Soil Class: I Top of horizon: 38" Bottom of horizon: 132" Sloe % 20% 20% 20% yp% Pervious material not present in Deep Observation Hole: NA Vegetation WOODS WOODS WOODS WOODS - F. Certification 3. Distances from (feet): I certify that I. am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 Open Water Body >200 >200 >200 >200 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required Drainage Way >200 >200 >200 >200 training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil = Possible Wet Area > >1 > >200 Property Line 16 _,evoluation, as-indicated-in-this-attached Soil Evaluation Form, ore accurate and in accordance with 310 CMR _ 16 _ -2 12 _. .. ._ 12 12 - 28 __..,-_ , Drinking Water Well >100 >100 >100 >100 15.100 through 15.107. Other NA NA NA NA Z 4. Por_ent Material: O Unsuitable Materials Present: NA NA NA NA Date: 5 Lic: SE2441 Approved Nov. 1994 w 5. Deep Observation Hole: Soil Evaluator: DAVID C. THULIN, PE PLS _ A. TEST PIT - TP1 ELEV. - 93.4 Grovel N Soil Cobbles Soil Consistence r 170.00' 00 ~ r Depth Color.- USDA Soil Texture Horizon Stones % Structure Moist Mottles -- - 0p p O `* 0-9" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE ° 1�^� '~ - -' o Z 0 CN 9-38' 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE 38-132 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE eta - �- - W m Z W N Of 2 w V Lu a PERC ® 69"(bot) 25 GAL <15 MIN O oo ✓ 90 M TEST PIT - TP2 ELEV. - 91.8 Gravel w / � ~ \ `� ,o #6 V Q F O Soil Cobbles Consistence C� �-` w Q Depth Color USDA Soil Texture Horizon Stones % Soil Structure Moist Mottles Q � �WQUIRD`0 P E :6 N 0-9" 10YR4 2 -DUFF ORG. LOAM A 0 Om FRIABLE NONE a' VACANT �_ -- _ . 9-38 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE p�. c E �` r ` \ U = 38-132 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE a #Z/7 $ iii \��� ,� " = Q U NOTE: POCKET OF LOAMY SAND GRAVEL & COBBLE 30-60" 3 L ' ! �1�I �- \� � U) Q NO GW O I I / / 80 -j V I - N TEST PIT - TP3 ELEV. - 94.5 LLJ Grovel i elf / /j �- r,' j -' F" w >w Soil Cobbles Consistence Q 80 !Jr'� f -'�� N � .Q Depth Color USDA Soil Texture Horizon Stones %. Soil Structure Moist Mottles _ �'� .-a0 Q — M� 0-9" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE - - -�S '' � ' 1 P � O 9-38 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE NA J m . . . 38-132' 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE HILLIARD'S "� J N Qf Z Q of 0 25 50 75 100 125 150 175 200 225 250 275 30 325 = a Z. PERC ®74"(bot) 25 GAL <15 MIN w M LLJ. SC LE IN FEET 00 M SOILS EVALUATION J 4-007 140803 — 48 HILLIARDS HAYWAY — Site plan 6,,,OF 6 !� 500 GAL. LEACHING CHAMBER . EDGE WASHED STONE J M LO REMOVABLE —:- - - - - - - - - - - - - - - - N LENGTH VARIES - SEE SEPTIC SYSTEM DESIGN DATA r` ACCESS COVER -. I SEE SEPTIC SYSTEM PROFILE a L�.I N 10 FOR LOCATION AND HEIGHT a00 d OF OBSERVATION PORT o - - - - - - - - � - - - - - - - - - - 1 - W COMPACTED /� z z � 0 EARTH NUMBER OF CHAMBERS VARIES - SEE DESIGN DATA I _ x 5' MIN. N - A i i A J U v f BACKFILL wp b III 1 N - - - - - - w -N —_ 3" PEASTONE � ~ w o 0 0 0 0 0 0 0 0 0 �AC= 0 0 0 o I I I I I V Qo 0 0 0 0 0 0 0 0 0 0 0 0 0 � o - 3/4"- 1 1/2" -. - - - - - - - - - - - - - UJC _j Q > ..- - .- o 0 0 0 0 0 0 0 0 0 0 0 0 o a Q o DOUBLE WASHED ~00 DODO Doomooho STONE Z I Q JQ N -- --. - -- - - i, _ _ 5 N ao LEVEL BASE — - - - - - - - - - - - - = J 1 � a°Oo SPLASH PAD 4" INLET INVERT STONE SPLASH PAD 4" PVC INLET Q - .. '' � SEE PLAN FOR LOCATIONS N - - - - - - - - - - - - - - = — - - - - - - = - - - EDGE OF WASHED STONE 0 c�Iw o LIMIT OF UNSUITABLE SOIL REMOVAL VARIES - -- 'n SEE SYSTEM PROFILE - `_ _ UNSUITABLE SOIL REMOVAL WHERE REQUIRED TO EXTEND AT `. ' LEAST 5' BEYOND LIMITS OF STONE TRENCH. • - SECTION A=.A - -- - LEACHING CHAMBER DETAIL PLAN _ J N TS S-EPTIC SYSTEM GENERAL NOTES -- - -- 1. ALL MATERIALS AND-CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS OF THE o_ COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5.- "' 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4" DIA. SCH40 _ PVC SET- TO THE LINE AND-INVERT-ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING w p - SEWAGE SHALL BE 1/4" PER FOOT AND SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF Fui NOT CTHERWISE NOTED. 0 p � z W U � W p Ln N = 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CONTRACTOR w m • Q Ki I SHALL: OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE -TOWN OF BARNS-TABLE HEALTH a p 2 a o DEPARTMENT.. o 3 o 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT LEAST r - - - - - 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE CONTRACTOR SHALL MAKE THE U) REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233)FOR. VERIFICATION OF LOCATIONS. Q o N 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION OF Q THE TOWN OF BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF THE _ SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND APPROVED BY Q a U THE HEALTH AGENT. THE INSTALLER SHALL SCHEDULE INSPECTIONS AS REQUIRED. = N o 6. REMOVE ALL UNSUITABLE SOIL, A AND B HORIZONS FROM WITHIN FIVE FEET LATERALLY AND UNDER J a N THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH CLEAN SAND MEETING THE 0- .. cn� REQUIREMENTS OF 310CMR 15.255. uj C N oQ 7. WATER SUPPLY FOR THIS LOT IS PRIVATE WELL TO BE INSTALLED IN THE LOCATION SHOWN. THE N 3: oW � cH oF�as - PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM IS NOT TO BE LOCATED WITHIN 150' OF AN Q J o n EXISTING PUBLIC OR PRIVATE WATER SUPPLY. In DAM J Q THULIN 8. SEPTIC SYSTEM INSTALLER SHALL OBTAIN A TRENCH PERMIT WHERE APPLICABLE FROM THE TOWN — N tr No. 2 OF BARNSTABLE AND COMPLY WITH THE PROVISIONS OF 520 CMR 14.00: EXCAVATION AND TRENCH = a z CIVIL � .SAFETY m W G/ J S L f� APPUCATION PUN COPY - - SAS D E T. - INST. NOTE S - NOT rOR CONSTRUCTION MTHOUT1 4—00 7 OfUGNAL STAMP AND SONATM 140803 - 48 HILLIARDS HAYWAY - Site pion 5 OF 6 g ALTERNATE SIDE CONNECTION J M SEPTIC TANK AND DISTRIBUTION BOX N - 1. TANK CAPACITY: 1500 GALLONS MINIMUM AT LIQUID DEPTH - SEE SEPTIC SYSTEM PROFILE U) a-Io W 8"0 MINIMUM OPENING I p` 2. LIQUID DEPTH: FOUR (4) FOOT MINIMUM w ao I -3. TANK CONSTRUCTION MATERIALS SHALL MEET THE FOLLOWING MINIMUM SPECIFICATIONS OR AN ASTM EQUIVALENT STANDARD: Z LO = o (A) CONCRETE STRENGTH 'F'c 4,000 PSI @ 28 DAYS. DENSITY 140 PCF _j a J (8) CEMENT, PORTLAND TYPE I OR III PER ASTM C150-96 N x I_ WIDTH (C) ADMIXTURES PER ASTM C233-95 = a INLET TEE AT 3' MINIMUM „ (D) REINFORCING PER ASTM A615 FOR WIRE FABRIC. GRADE 40/60 R'd OR EQUIVALENT. I— TANK CENTERLINE I (E) DESIGN LOADING H-10 (UNLESS OTHERWISE SPECIFIED BY THIS PLAN) o (F) .MINIMUM WALL"THICKNESS: FOUR INCHES- THREE INCH THICKNESS IS ALLOWABLE IF REINFORCED. U ao M 20"0 MINIMUM OPENING � . �.I WALL, -TOP AND BOTTOM THICKNESS MAY VARY BY MANUFACTURER AND BY DESIGN LOADING. . cr o N (G) THE TANK SHALL BE WATERTIGHT. 0 J N .10 - - - 4-. THE-OUTLET TEE DEPTH BELOW THE OUTLET FLOW LINE SHALL BE AS FOLLOWS: 00 LIQUID DEPTH (FT) TEE DEPTH (IN) Q (n a ALTERNATE SIDE CONNECTION 5 19 f� N w o PLAN (NOTE 3.(F)) 6 24 3�. 7 29 8 34 5. SEPT!C TANK AND DISTRIBUTION BOX SHALL BE EITHER: (A) WATERTIGHT THROUGH MANUFACTURER'S SPECIFICATION AND WARRANTY; OR INLET $" MIN. - a (B)-MADE-WATERTIGHT_ BY THE MANUFACTURER, EQUIPMENT SUPPLIER OR INSTALLER USING ASPHALT OR _ OUTLET - 'SYNTHETIC POLYMER SEALER SPECIFIED BY THE CONCRETE OR SYNTHETIC MATERIAL MANUFACTURER. 10" VARIES - 6. SEPTIC-TANKS, GREASE TRAPS, PUMP CHAMBERS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE 4" 0 SCH40 PVC SEE TABLE CONSTRUCTED OR SET LEVEL AND TRUETO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY PIPE AND FITTINGS `. _ COMPACTED. IF -THE COMPONENT. IS ,PLACED IN. FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITY - - ' 4" 0-SCH40 PVC AND: TO PRE-VENT :SETTLING;. NATIVE-GROUND WITH A SIX INCH AGGREGATE BASE IS OTHERWISE ADEQUATE. - _ LIQUID DEPTH PIPE AND FITTINGS - N 7 SEPTIC TANKS, GREASE TRAPS, PUMP CHAMBERS AND DOSING CHAMBERS SHALL BE EQUIPPED WITH _•- - - - ' WATERTIGHT ACCESS RISERS AND- COVERS L WITH A MINIMUM INSIDE DIAMETER OF 20 INCHES AND CONSTRUCTED z 0 -: GAS BAFFLE OF DURABLE MATERIAL AT BOTH INLET AND OUTLET END OF TANKS w SEE -DETAIL 8 INSTALLER MAY PROVIDE`ANY PRECAST CONCRETE TANK CONFORMING WITH DIMENSIONS AND ;. CONSTRUCTION-;MATERIALS NOTED ABOVE AND APPLICABLE PROVISIONS OF. TITLE 5, HAVING THE CAPACITY AND w .; _ N f- w VEHICLE LOAD RATING AS SPECIFIED FOR THIS INSTALLATION INSTALLER SHALL FURNISH DRAWING AND 1. -- (NOTE •3.(F)) _ _-. - NOTE 3. F_ ICATfON FROM THE HOS N :•MANUFACTURER:WITH SUFFICIENT IN-FORMATION RMATION TO DETERMINE COMPLIANCE. F U w SPECIE C E S O E C I (,. (: )) 9. ° UNLESS-OTHERWISE APPROVED BY THE LOCAL_APPROVING- AUTHORITY, SEPTIC TANKS SHALL BE INSTALLED o F olt - _ Z - SEPARATION = LIQUID DEPTH OR GREATER -WITH NOT'GREATER" THAN 36" FROM THE TOP OF THE TANK TO FINISH GRADE. RISERS AND COVERS SHALL BE vo Q N N PROVIDED .AND ..INSTALLED WITH COVER LOCATED NOT MORE THAN SIX (6) INCHES FROM FINISH GRADE. RISERS . o M . W m Z w "� I - LENGTH = 1.5 TIMES WIDTH OR"""GREATER AN .COV R HALL E A SPECIFIED B TH S PLAN AND/ORS A PROVIDE. THE AM VEHICLE A RATING � 2 a o D E S S B SY I SHALL _ O E SAME LOAD o tr►�Fdtq AS.AS SPECIFIED FOR THE SEPTIC TANK OR DISTRIBUTION BOX. CORRUGATED HDPE PIPE WILL NOT BE _ ,`�; ACCEPTED`"FOR USE AS RISERS WHERE A H-20 LOADING IS SPECIFIED. " `" �' -- o? DAVID `s SECTION A—A THULIN M U NOC4n976o SEPTIC TAN K CONC. COVER.•BROUGHT TO WITHIN < W a Gi 9" OF FINISH GRADE RISER AND V) Ss NTS FLOW > COVER TO 'BE COMPATIBLE WITH }- n SYSTEM VEHICLE LOAD RATING 2' LEVEL SECTION C O.UTLET. INLET ¢ v_ B 2" MINIMUM = N APPLICATION PLAN COPY 4 - Z NOT FOR CONSTRUCTION WT OUT _ - - a ORRiNAL STAMP AND SIGNATURE _ S Z 3" MIN. OUTLET __ _ A ` ° _ 5 - 5" OUTLETS J � N o N r- VARIES INLET P O, /O OUTLET i N oQ .•. �� - -12" MINIMUM 2" MINIMUM - MUM N a W SAN. TEE 6" MINI `. o 0 VARIESLai SEE S.T DETAIL 10� ,' �� _j m 4" SCH40 PVC B : ' SECTION A — A SECTION B— B VARIES NOTE: t, 4 EL ,.. USE PRECAST CONCRETE-DISTRIBUTION BOX ONLY. A FIVE OUTLET DISTRIBUTION BOX IS SHOWN TO ILLUSTRATE MINIMUM _ z z 12" MINIMUM" TITLE,5 DISTRIBUTION BOX-DIMENSIONS. INSTALLER SHALL SUPPLY A DISTRIBUTION BOX WITH THE REQUIRED NUMBER OF CONCRETE TANK OUTLETS FOR THE SAS CONFIGURATION SHOWN ON THIS PLAN. A BAFFLE OR INLET TEE IS REQUIRED WHEN THE SLOPE m' o uj PLAN OF.THE INLET PIPE '.IS GREATER- THAN 8%. (0.08FT/FT) ._ .00 . M LO GAS BAFFLE DETAIL DISTRIBUTION BOX PRECAST CONCRETE 14-00 N TS N TS 140803 - 48 BILLIARDS HAYWAY - Site plan 4 OF 6 f (n PROPERTY LINE J M to rn N to O n 25.0' O TEST PIT LOCATION I co SEPTIC SYSTEM DESIGN DATA 3 00 SAS RESERVE Z = Lo SEWAGE FLOW ESTIMATE 1 1 J Q SOURCE UNITS GPD/UNIT QTY GPD COMMENT I i = a I I\ UNSUITABLE SOIL REMOVE 5' MIN. F— < SINGLE FAMILY RESIDENCE BEDROOM 110 3 330 310 CMR 15.02 (13) 1 ` 4 ` 1 "- TOTAL ESTIMATED PEAK DAY FLOW - 330 GPD NO GARBAGE GRINDER. 5'0' 1 2 i Q v to SEPTIC TANK I U SAS 2-500 GALLON CHAMBERS of o 1 Z N -- ------ -- ---- �_ a 00 - TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK w 10.3' N 00 z Q � °° SOIL ABSORPTION SYSTEM } 0 N W 00 o Lo CHAMBER GALLERY LEACHING AREA CAPACITY w L.A. '''NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL d (ft) . (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) C 1500 GALLON SEPTIC TANK 1 25.0 12.8 2.0 _ J51 320 111 237 348 ZH OF 4j4S PERCOLATION RATE:.- 2.0 :MIN./IN:: LEACHING RATE: (GPD/SF) SIDE 0.74 BOTTOM - 0.74 -- DAMD C. THULIN O d No. 29976 CIVIL -- 'e� PROPOSED HOUSE s L :948 N � SEPTIC SYSTEM _ SOIL, TEST DATA - „a„PLAN � DIMENSION DETAIL DATE: 3/10/14 5 u ui NOT FOR GONs7Nuce0N VAD40Ur -_ 1 20, EXCAVATOR: TORREY OMGOUL STAMP MO SGNATURE ` _ 95 B.O.H. AGENT: D. MIORANDI ENGINEER: D. THULIN wEn o LOCATION: 2 v w FINAL GRADE AT 5' MAXIMUM o O Z uJ TOP FN 91.0 ABOVE OT. EFF. DEPTHELEV. DEPTH o vi N = R S. RISER TO (THIN 6" OF FIN. GRADE w °}° z a "5 N 1.1 0.8 M tL oc� � a 1 _ _ 9 A DUFF, ORG LOA a Ne rn a - - B SANDY LOAM o m o u v 3 90 — — - - - 4- PVC - 86.9.6 88.6 3.2 }' Ln s=o.o�o OP EFF. DEPT 86.9 C - MED-COARSE SAND Q V) o 88.00 87.7 Y — - - - .. _ _ N a _ — 87.13 4' PVc 8 .9 POCKETS OF LOAMY D 85 — — — 7•49 XISTING GRAD s=0.010 COBBLE RAVEL & Q v Q U_ N BOT. EFF DEPT 84.9 2' LEVEL IPE SECTION * za < z:z INLET TEE 0 1 10" BELOW 2 - 0 GALLON CHAMBERS a 1500 GL LIQUID SEPTIC TANK OU LET TEE REMOVE A D REPLACE W/4' TONE ALL ARO ND N UNSUITABLE OILS WITHIN 80.8 11.0 _ LEVEL 14" BELOW ry 3 >uj 80 W/OUTL T LEVELL QUID FI FEET OF PROPOSED SAS BOTTOM �' _ NO GROUNDWATER Q w oQ 25.0' -1 o NOTE: SEE ADDITIONAL SOIL LOGS SHEET 6 13.0' 6.0' 5.0' PERC RATE IN MED-COARSE SAND <5MIN/IN J V) w- z ' VERIFY SOIL AND GROUNDWATER CONDITIONS TO = a o ui 5' BELOW PROPOSED SAS PRIOR TO INSTALLATION 0 m 75 0 10 20 30 40 50 60 70 80 90 100 'n M SEPTIC SYSTEM PROFILE SEPTIC SYSTEM PROFILE 14-007 140803 - 48 HILLIARDS HAYWAY - Site plan 3 OF 6 N 1n p N CO 0 DO LJ VT z 2 00O • N Q < Lo L� 2 A I T 50 • # U a 1 IN L o N 17 N C-0 • > � 1- go m UNL OTHERWISE NOTED THE LOCATIONS OF 10 N w 00 o WE S IS OM SURVEY DATA. IN cT s s 1 s 0 I EP OR ES 011 EP C S TE UP' AD o PTIC SYTEM L TIONS SHOWN.ARE FROM a e M B BG MUP es s TIC YS U GR 2 HEALTH DEPARTMEN ECORDS APPLIED TO HOUSE a AVI MA N, LOCATIONS AS SHOWN I HE TOWN OF 3 RM �N OF BARNSTABLE GIS ` ss9 o� DAVID nN C. o / THULIN No. 39403 AREA AVAILABLE — FOR SEPTIC SYSTEM. � ✓ �' 3 BEDROOM DESIGN \ APPucAnon PLAN COPY Z 0 NOT FOR CONSTRUCTION VATHOUT 1n ORIGINAL STAMP AND SIGNATUREuj 5 10' i _ _ — Q LJ Q - SEP C S TE UP AD 200 N F- Lu Q O 32 _ C E NE ING C. p F # U ~ Z o w ]i 0 Q N X ® VACANT 32 m LL r O Q Y V) Q Q. 2 w U W a #124 AREA 150' FROM EXISTING o u o Ln In SEPTIC. SYSTEM (SAS) C I G -- _ F 0 S T G A Q In o / N HILLIARDS HAYWAY Q < = IGIN S TIC YST _ ST LE TI 19 N Z ®� BD Z H Q S TIC YS U GR o J _ N Am MA N. 2 1 SEPTIC S EM PG 5 a w N o e BAX N 19 w F N N ~' � w R F- 5;H S L 0 NQ o0 # O Y A A � o #148 3 ¢ re N 5 F W L A S W m O PT S P R E L S 00In �..{� 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575. 600 625 650 675 WELL — SEPTIC S E P A R A TI 0 N 14-007. SCALE IN FEET 140803 — 48 BILLIARDS HAYWAY — Site plan -2 OF 6 LOT 25 LOT 24 ` oo \ r` 98 100 N 87'36'30" E --- — 04 170.00 r 96 — \�\ `- �,Clw� 100 -- / g� CAPE COD BAY W (1) 1 00 / ao oo LLI - \\� / Z� CAR E`S / / l T 2 O f j. `` "- - - - ✓ 9e / DRIVE EAST J Q � Or It q 9 _ l f -90 Q v Lo �i o 2 O 3 n2 / I o 92 Qo �opo LOCUS W Q �' f / HOLWAY \ N 00 " J / 1­- 00 O p (_4 = Q N of / / / / o. Exisfin ��" c� w 00 z HILLIARDS 0 Z f \ \ \ 0 House NEG� G P� a HAYWAY Ln z S i D_ \ GARAGE P N s � l i PROPOS-D#�US-, PORC c 8.6 w Q, - T.F. gll:Q` / 27.9' � \ ,.., (gg`� � USGS — SANDWICH QUAD w`b 7.2 _4 2000 o 1000 zoao a000 7ORTICO - I � ~ CB8- � FEET [86 - a INDICATES CONCRETE BOUND ASSESSORS MAP 136 PARCEL 044 LOT 28 8 N } " W/DRILL• HOLE FOUND PLAN REF: PLAN BOOK 249 PAGE 107 �, 6 LOCUS IS LOT 29 z 00 - [$411 °� �B,Z PLAN DATE: JULY 1971 0 - �� M - -T CON BOUND DAT OF SURVEY FEBRUA Y 3 20 4 "-' -fl" - T.B. OP C. _ I [ A Y-=ELEVATION - 73.6 E R 1 W _I \ lam: LOT AREA; 36,070tsf PER RECORD PLAN 0: l� / 2 -� �\ 86,`. �. 54 (-ASSUMED -DATUM) OWNER OF RECORD: BROCKIE, JANICE MURRAY (TR) F I �O JANICE M BROCKIE REVOCABLE TRUST W N Lu DO �r f \ Exisfing we 0 o w aD I f \ / /ocofion from o V) N = sit e e plan LEGEND a N `8 i \ 2 pli _ f f gp r _ EXISTING CONTOUR ® WELL a Y In a a a 0: 2 w 0 W - 8 0' FR�EXISTING w — i PROPOSED CONTOUR 0 0 `� Cn 150' FROM EXISTING - f WEL 0 SEPTIC SYSTEM SAS j / / / '� �-- $ i�5 CONC. BOUND `` 76 ��.,,.> EXG. TREE/SHRUB LINE ® CATCH BASIN N. N 4 CLEARING LIMIT Q o 70.2 TEL/CATV N r ® X EXISTING SPOT ELEVATION �.. _ so / /✓ /� j 0�Q: M [70.2] PROPOSED SPOT ELEVATION Q Q v ` �.� r = N -78 i / '' 72 ae o i6z a r 72.96 \�� P \ ® a - �N rr0ns101me1 & 74 tL '— 87*36 -' .- 726O •�c �P^\ EROSION AND SEDIMENTATION CONTROL p N oQ Te% pedestal �\PRE 7 THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS• VEGETATION AND V) 3 Q W 77.93 CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE. ALL LAND .i p 7334 CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE. USE ONLY CLEAN SAND OR SAND AND Q GRAVEL FOR FILL MATERIALS. AN APRON OF WASHED STONE OR BITUMINOUS CONCRETE BINDER J O Edge f \ \ - SHALL BE INSTALLED AT THE PROPOSED DRIVEWAY LOCATION TO STABILIZE THE SITE ACCESS AND J 0] 0: PREVENT TRACKING OF SOILS ONTO THE STREET. THE APRON SHALL BE IN PLACE AT THE OUTSET Q �y(N OF MqS �y s+ OF LAND CLEARING AND SHALL BE MAINTAINED OR REPAIRED AS REQUIRED TO ASSURE EFFECTIVE p EROSION CONTROL. EXISTING CATCH BASINS SHALL BE PROTECTED BY INSTALLATION OF N 0_ 02 DAVID C'L O= DAVID ESN APPROPRIATELY SIZED ACF 'SILTSACKS" OR APPROVED EQUAL. PERMANENT SURFACES INCLUDING T Z Z C. U� C. PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING y OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. THULI � `: THUIIN � m � No. 39 3 0 L) o... 9976 30 O 15 30 60 120 J . col 9 , L ( IN FEET ) SITE IMPROVEMENTS APnLICONST wn+ "LAN "T 1 inch = 30. ft. I4-007 NOT FOR CONSTRUCTION ouT ORIGINAL STIWP AND SIGNAnM „ 140803 - 48 HILLIARDS HAYWAY - Site pion 1 OF 6 f F_ A T _LovY Hr. Z°Tests�11v.1.. A tat M, TEfis OFF. ., tJ� MT.B TNts ZBu . .. to � foscb r. rs.wtTH F 8'tla'Full.WA.HT.®LIP*well. r _ ��ar p __ � ,�,•D��tvaa•�.�lsr F1,aoR _ ___ t a traH (o a: Is/1a p�r�it Ia 12 0 p �. qLo°WeLL _ y .8a�h:'.St4LL.Rts � � -.._.... _ s - - _ _. V-- K a d N RID _ f 1 4 t x �a tv i t ! r' t` i G. N j L , N V� i 0 A l4N bo - _. 2xg•.w�is>rv._i� o�. a3 e?IsT IMtovR FuRRSD awd 6AISWL c FROM OTH&Ps a e P i re I"z°vroLt w"t'. Le.I-T-F•t,..::: Le 2+JD¢L, TY r.AL WF�avf jtAka 5. is LOtarjo 4 3•S4xto NDII@ a 6' F 8�Iltr'�WA�t-. gJ''latiC bWsM Yd'2x uRResv ovr Va°aDX vIve?D W b I" 0ISW o Fal.•r AND PAX"''f'�oFSHI Lss L- �ptcc+ FyRi+aDtY+T _. I K P�lov 5NLS TK1S �IZ�r T1 _X SAT ROOF FRAMING NOTES • ALL RAFTERS TO BE 270 RAFTERS AT 16°O.C.WITH VALLEY RAPIER /4 .. ..F PROV DE NOTED. • PROVIDE HURRICANE CLIPS AT ALL RAFTER TO BEAM AND RAFTER TO WALL FATE CONNECTIONS WRH'SIHPSOW MO.SASERIES FASTENERS ALL SECTIONS TO HAVE]XIZ RIDGE BOARDS WITH GOLAR TIES AND O i ROOF FRAMING FLAW - GEIL"JOISTS.SEE GROSS SECTIONS FOR LOCAT.M g- k IMfacxt,N2.3A S�t$s: -.TIES t6DG, A tl S C. A L I_ 1/ _�'Du (� •O MtN.FvaH lA-__ f'I"R 15&fft+-T-f>'L +J ptAus �toSF f Lt' .. AIR r-ww TV A7TI'�- �avJs�@ ION�fs :"�]aL�. Two " ST�p CAI —.T__ � 1nlS�6ATtaN_.g. i./SI:oL�tIP�1 2x Io 4'T Ic. .I.XS-STTWQQu�`j...WITH - - �EGISTFR� 15LVW MA'ao Cyf. X IPtL 5oF4iT �v�f"voo �Oq PDAM q • i� lx.+ i Ix E TIx�M ON O4pgp c rn y TtcA LxaAA�vau.."rprtsr�+ tiarf , M S�VtITD o r VE MAfl V A�A tt s c. a L r. {' l•o" s•4,11,MA ,. R06F FR,AWNG PL AN A oz: 05 5, F � -.aRtt.3iJ:'�.aL•�-Lp�LYt:HfM6R A 6- - aY.- � GJ AT b"eY.� x.. x I .ew qns�an•vu.ao s°.c°..aam ri°a°� °wxmm -. i; I � i I-T•-4J®'aRCS1 CLEj'• ._..;..4:.4. FWM 1YITH UNOM A_- • � ° 3•hbi°x 11 t�4 WL vCWW ,}slsR I :1•rsil Y..n--S.wL- x•.Lo :.It'�°LYL r A 8- V Wt: . i�{vX.�B sTaFJ_F ` Mew Ale u w.12 sT g Q S J 72 Emil ..cil _----- -- _ c z yLy _ U 1 x z £ N J N (o"+T 8 1XY2 F1��DaR Aqr- uuH.2.t?dtdXtl��� 11L 614tP6bUHF 1 --A<s a►a er v BS"4 Aft,(g l \4 ow _ RSA.BAN.RRorle. ...._ Tp - G,�.pRA►ntc G9 NALt>or b to\ Box P0114-1 V+a 3 SIDU _... _. �' a•t9�}'xu "���w/zx �� ay°k ,o t_. _ 2ND FLO- - FUMING PLAN p 10.. ' S G A L 6 _ ro. a 1 .7ND R'iLtOR FRAMING NOTES _ 1 _ • AG.I.�aD fi.007R JOIST5 TO BE TA 110 SERIES 11 IW JOISTS AT 18'OG I C-L ZX L V"L- I I . .• ALL BEAMS 5lZ05 ARE TO BE AS NOTED. GoasTRUGTIoN ._... I 9S NIR. _feA1L.5�l+fL'1{ ( x(s FjC(61ZIt .\Vp 1� ALl 8pX FRAt9EB TO BE 1 t/4•x 11 TB`Tf}dBERSTRWI7 RIM BOARD 15ta.1 1'-HUP{11CON6 CLIPS.�n _. 1 1 s �X 7o'm�GTY 6 • PROVIDE SMID BEARING FOR ALL POSTS AND BEAMS TO STRUCTURE - 1 R b FROM ABOVE AND TO STKTURE BELOW tM \Y� I RB �Y lox 33`TESL.FLiWSI� • PROVIDE MIN,1 JOIST UNDER WALLS PARALLEL WRH JOISTS NT6Yt CASHIN4'B-{tmr uNR>�- i I IOGC�sslo SLsg '� 1 \I.ITH SOWR-B 1� PROVIDE SOUP BLOMNG BETWEEN JOISTS AT-ALL BEARING WALLS pp.D�WDDt1TJ"_ L _ I 4T-g168. 11 AN a / y "may . ..._ I AN BOGT13p D BEAMS.WITH WEB BLOGO GAT•Y JOISTS AS PER MANUF. ITE.OFkF1a4-.. ..MIL .. REQUIREMENTS I 'N >'1-Joisir .• PROVIDE HURRICANE CLIPS AT ALL WATERPROOF DECK JOISTS TO . '°1A1wI'@`• oaL.pGY • BEAM PLATE CONNECTIONS WRM•SIMFSOW M15A SERIES PAS �G%STERF, 1 PpA,M A q'PP jr,Vg-k 1VATE?, 77 ..-TA..�.F-$_13 v-. .2 X_to. J o l'.6TB. L !"....... ...._— -_ -IS1X°,+P.YG_..F1aLZL4 - � N O C�Sq�?_ � � _ trAl1.ER FoR IN$ .. Z RoX FRG+dE FLVSN TN 3�STE WAu. d s prG ��+n TWM1tJ 6112s ch' VJ �--- � p� �ht d 8s?aM - 1 - T�P MttpFF4 lxs 1T s � M ASSAC vj TRIM PPt?5 3.15�4'xil'$°LV - ..._. ATcauJMH. o 3 STEEL BEAM-AT—KITC1 14 s c A AAM SIVIITH'RESIDENCE \ ,. `1p6�fs�41J.c.S EoGW.{N A to L I"c �;o„ ns.l .�•.. ,.. .. - __ T_ �• . - Adam Aber M-M&A.IA •on ,I.. . o z : AIATER-PR ?Of DECK DETAILC�PORCH : RtoN1a "' 1 11�E— Rgzumd A•sMm.LeEnAV .nsu p I,o us►�NBOTRaa s3h MA a�.nuraa 2ND FLOOR FRAMING PLAN A�10 i ni•-t�.. —? � a- z-r� t tsr a*e ._tar®; h 1.'.. _ R 7- sw Ir -.-1 _ t8'8 Yd'A• iY-4+< Y7W + lY-/ LI-Il+e+ _ - TJi®)TD 1Dt5h R 0 2 --lIIyN 1VAL.L Pai,R I� ' q. 9. SEE DBTsLiI .__. - -•, 5 L A T9 1 (aaTJo � 1 �IaLL ( b F'n"tt f I I ' I 1 a i a� - - f I.. jtlM �©IsT/.'�7(�EtpMfi TJIKloistNaJHngRegwremealrel,8enring-____ __ __._ - . TII•bhi to e•aAaB plate ~ SquaaD SieNla t0 TJN lent . � • - - +. - .. - f - - - ili•&OpwSaand•W a iluaoD•arlo8 watt aoovDi - S L A $ ZX6 �VCLA feaNSTpL..tnp _ �. I nw�m o�w1� . aa.KJf a F 4ti • ZX8 STi1J7'p(ALt;.AT._ � Mcnaemits- rmgw a.ar 5& 01 •r t �KD i. - � N : B/s `` rso GAP FLa6131ac v®rzo i CTLV Aae fi TlW Join! — 1ST FLOOR FRAMING PLAN Wes"° p.-�YAL I i i-q1$It q 5 C A L $ �t low mn'w �i taeN ama ,t .^�,. .... i ' ��• 3r2k9 SILL.01`SII;_ ......__-_ ._..__._..... .___..._.__ _�.. __-- - -_----__.-._.-_.___...__.. - ..i r - a•a. TOM 51L�:R7:SE 1BT FLOOR PRAM)N6 NQTE9-. .... .. ameaai.rmvJna bears ..-.--'-�'yi�i. • ALL 15T FLOOR JOISTS TO E TJI 110 SEAtgB 1 7I8'J05T3 AT 16.OG a t�mna Jm mw aww:mK<aw moot{� �Tf{ttslD 1NSU16TT©TI Z�'OG, • ALJ.BEAMSMBASEMENT TO SE 4.3X12 BEAM517W JOI5M . -.-. ..__-. ... -_..- —__..t�iJaani.;a�:rn . ALL BOX FRAMES TO BE 1 X 11-11W MM0 awm mdm•reaa� .".. ...._ , 11'$a TJ i- i!D Sealts E 114 I)BEAMS RJN�TU • PROVIDE SOLID BEARING FOR ALL POSTS AND$EAtffi TO STWIGTURE - FwaR !ai �orJ TInNwS� PROVIDE VE MN I 7+.-�i�®�d X..2°-$1'°�K'N� �"� GIS7E • PROVIDE MIN 1 1Q15T UNDER WRLL$PARALLEL WITM JOI5T5 RICO PROVIDE SOUP SLOC40HO BETYVEEN JMT5 AT ALL BEARtNO r4ALLS + - AND.BEAMS"-)A"BLO CVJNG AT r JOISTS AS PER MANUP, 'M!H 4VT STY�t t>r dEt!F 4 iDAM A. 4 REQUIREMENTS wmctiasm asMa p.LTH+6GLtp fGLl+ MD(LTA �� P' .jj py . ALL EXPOSEDeN6tNEEREPFLWRJOISTs9MALLBEGOVEREUVOTMFIRE "mean' 1)tJ7N 3Y6ai<�DLffi_ p i Mr arear Etas.vIvt'LF INsub,.: - ; ho m RsAPPRM�D BY OR-AA- T�umr. uRREpffM AsRE�QU�DBYLOC.ALL STA APPLMO ATE, � rA1ams° cueKnw'"�Dau fil5.oT17fAt(tvN emu - IT lN41b.STMr.oBFf �namar�'a.Jwrsasw k� .+ap+-_¢.kc�� F p S,9 2 z � AND oR NATIONAL�nL.olNe Goof RECwpJtREMENTS.TNT INLLUDEB BUT NOT t;5E6 INS VUA'��J1rpt�b`tKTj. Z G) —t U)4ffW TO THE JOISTS ON Tie TST FLOOR/BASEMENT. .PRat'BaT W1?kt'"'1f mod- - �l - ®rr'.+MK. ram awrmms N..r-:..it�'CONL�+bT16:fvYN'Di�TIaN - 1W1LL oN ?A'°X.;to R X fohtT. fsrvTlNf <� h j WAL ,it(I MIL.pope- ' - -mKarcenoa�amao_....._-. _.-..._.�-__�-_.T.__..�..__ a•asuwaDexo Finer and Backer Block Sim . Rwyw dO iaviPfaW0.i6 ht aRt�r�ra g�.,�w�. waJa«un arm • " �''-.wb.`S•W h' I 56ReiieJ MfttDmeM m 'd�.AS W m�v.•»eM r � -K2D ��>art 3 �_�.. .. .. .- s i•r' TtausKs-sba RN'IW miJmabwJmi..c4wtlnm+•.ai1eaawm JPreaseno w:w °T..d._°a1 ;« iAsW ,_.aMs aaJwas A+ +r«6L_.3+ °m` aansevmm"�R AAM -G DENCE bsb ffi Wm araww .-.. ...,.-_ �.___...�..;_ i9liaevsMnaw ar,troa eae ms<.eD»xsWi,.,. - Www rwx tss m �AI_A. mug so uv>am FOifNQATtOfN{HlGfN WAfLLjDETAtI ,.;._ �'� ,DaK�,��+,��,a�+eaiqa�w.�, � 1ST FLOOR FRAMt1UG Pt.kA • • - � �:»a..,mw: •aaa,M'.gwawp�•g Ja MrRfm WRadK WSr•m,®aKD aacom•rorsw A 9 S t A L >r �I/Zp o \'= do T" ar.anrwwa•• timrayawaam•ramaran�aa+y ,�w,•ea.aaKK NbapJaair•4Ww1•M1pwri�taDt« s Aa<.�..atq . ®11f tlBW ur�tWIDi.KDwi� br b&w11P 4bdv A • ALL EXPOSED ENGINEERED FLOOR JOISTS SMALL BE COVERED - WITH FI RE RE515TA14T DRYWALL ORTREATED In!"FIRE RETARDANT APPLIED COATING AS APPROVED BY - -JOIST MANUFACTURER,AS REQUIRED BY LOCAL,STATE,AND OR - NATIONAL BUILDING CODE REQUIREMENTS.THIS INCLUDES _ BUT NOT LIMITED TO THE JOISTS ON THE 1ST FLOOR/ BASEMENT. -dqn 2W Rom£W/VA Tieg _ ?�i"Ja L4L RbGE - 0 W OL. _W TIES G lb"OL. 2XW RAFTERS 0 W OL. 12 2XW G 121r, - "l5 1X10 RAFT>51S J9STS 0 Its"0/1. - 2)V CELM R_49 NaLATYTJ - _ QdOT'�IOMTO vt ® O. JOISTS 0 W"OL. p u n ��� ^i7--1� Ir 2XW RAFTERS 0 Id"OL. I 1 I i I Q FLOOR in 2-!/ 2XW®RAFfH1.15 L. JOISTS®W 0/1. ' FUTURE 240 RAFTERS®Is oc. 4 112 2u4 RA15®PLATE STRUCTURALSTEEL - - - 1.Design,faodceo recti on,and eon d wvmual sm i to c«dom,W the latest AMC spedce 8eons.AE sted - E' Ir . to W ASW A40(ASTM A53 W pipe-aft.)R.Ade shep graving.for dated mutts.and cmnecdons - .. - 2 2.AO -0/�"%�/e"-L4L N119'I BEN.d' j%7 rl FLOOR orwtlas or cut o welded wan rots.t/d'NnaD weld F- p- / Ia" _ 3.BWNn dbde6« y-I','lcll/e Lvt eEPM - 01(l. s P/"%IP Lvt R.tYdf eEan° lots m steel tnambere m the new ts not Verndtiad. li/ _ 4 /e _ - 4.Steel Crartad«to field dud andW,bon setting bel«e erecting creel and General C«aado to be `'g FRAMM RAN - PAL'-E BOA(CP1M AT PGRGFt -' R-49 MIN.A7 FRAMBJ6 _ f FLMI - reaponelble«setdrp.afire acoumtely. _ � � - Gf 6PRA6E F1.L V ' S.Contractor shallS Bell measure and o voted W e gol all rdr d.ret«rs anectmg Ore waft 3 - - .. S.All steel W o shop prbnad excepr as noted W be galvanized. - 2p 6 _ 7.Field connectlorw to 0 3/4"bugs«less noted.0-4.an the drawings. S.Provide shop furnished 9116-hose 2e"on center mac staggered an was and flanges as required for o 2UkUNDRY � D.R a"REBNP � � 2 CA GARAGE Pee atmcnmem of wood W ftV with 1M through bolts and 34"holes for SW bolts. A 9 _ 4' E pgg�pt 6 9.As beams W be fabricated oft neand camber up. - (.O.PAC STONE S/g-W 1�� taAMcalwswwNdwprovidebowingforsteelbeamsshallhave,adequatebearingandbeproperly /EEAlS ETC. etmdred m beam Steel commns shag have steel Cap plate weaved W co nnur,and througtl boked« - - - - - - - - - - welded W dre MOW cobmn Wood Cdumrre W have a weal Cap plow Oaough bOM W am!beam and column.AN mhenna W have solid bearing an beams,Wur ns,foundation.«Maddrnp and lie aewraa to - the 9uppgl Onset based cap idamb as required st extend Waft«Where plat.would mlarfere« Protrude hots finishes.Provide shop drawings for I7/D"rJ 10T TJ R.OL - _ Ja5r5 0 W 10"of'. ,y45T5 0 W O . W/R-310 INSULATION AND FINISHED CAR TRY- PEN p -AT . OJOI'�+o-nw- a.l p�PasEn Fsxe�-r trannngrower.«tmss naea.NWflbe Fasten sprWwwath Metollowirg ram.prronniee:lro"tzao. ALL AREAS eaOw .taws TO DE FIRE RAT» - F1400,E- 20D,00. GRADE -ALL ENP�E'D EWE-ll �"r W r.(NG WW �FE . AS gbmlam engrossed beams and phis W be bro dedurad by9LSVEt/Weyartunwee,no srtludmtions, ,taSTS TO 9E F Z RA� ALL ACME AT w/ _ W.WP.VAPOR and sheer ss mdketed on the drawings Follow mandadurees deu0e and spas.for Wrevedons, - - nil PICAS I:HAY &RdL_P0.Y VAPOR Installation.nrodncetmne/ourtmg..storaDe,and handling d such producm unless scedgwih detailed on d'CGNLREfE°-LA9 6-dr7' GRADE BARRBi LIVER 6LAI - dtaMrpsWwwlse. - - R-8 INSULATION AT----' - - 2.Use-ShnPaW ft- tq anct-o sand rafter W beam;Mader.«Plate contra t.«leas dh-*a - W/0,6 WWI-RZIN- WALLS,COVER W/ noted err drawmge.Use"SMpson'MiLr m ag fkmh connections d W beam o &EMI..P0.Y VAPOR R-I5 fJSLATiRN AT 6YPSLM F Evosw - pN hangers ptsfs tedea &iMILR and ss Shown on drawWpa Use"Snnpeorr"N 2.6 earls.hunkaru ceps o erg reha m Priam conneNnne, ltD�3Ply w�•( w/ - Sea plans tor snaps and cortned(wur"Weed at foundation still.lets and wall naming.lnsmB as anchors, 9 -6YF 1 iP I9FCu - - _ - connedlons,and blocldng Per nu numcMem specifications and app0 able code maul emenm,and - 1NFCM'-1110 MPH EXPOSURE B. . _ - "All exposed en8hneersd tWophts shaemcoveted whinuarewmd diywaeabaated wflfrf�e temlu'tsId Id-d RrP mtunaN RR4D tNSLATY.T•1 - mpliedcoaft as approved by pWnundacmrer.as roodrad by local.were.and or national budding code (R-10 Mgda - - - rMubaawrai TMemcmdnbdndbitedw MlolMmdmlgflwdbnemad. 4e HRLVLNTAL (R-W MN) - 48"HOR17OW& 3.Lumber and ps fastenings W conform to the?Mcnal Design Spew.for Stress Grade Lund- Man*Vnnang Assaf-Fraowted Baas to.Mg`ats�wmws,mdmn duets, SECTION @.MUD ROOM - - - o 6 SECTION @ GARAGE - Fremkg mambas Noe n In drawings eo as a lea pmmblng ere, mach aced,ducts.nit. 4.ati Matra elm shown on arawirps ere min.sties wnae not indicated,neaaere sties m sized W O 5 Tsai State Coda requaemeres.Contra"may we larger sim for standardization at hWher ascsdor, A S S G A-L E I�Q" = I'-d' - - - _ - S r>' G A L E II A!' I'-d' S.Headers shown as having"1tr Plywood-on drawings Nut have ons cortinuous shoo attut Plywood _ " halght and fenoth of header,swdwkhad between dInwnel«al tumor gmelem engineered Iowa - - - - A � _ stack. - - - - A Subtloom,Eqo&ae 91.3/4"APA"SbudiFbor'24°.span rated 23G?glued and noted oxupuWon. - -S.Wave and Rod.Ir2"COX exterior grade pyvmod. -C.Treated comber shag be 9Vdmerezed'0.401bs/cuh.retention.Trued lumber shall be used at - - - all wood alls In WMW with nusony,oo weta and locations done W f0r enl«ground wrote.ere Wag ere . b allon s sown on drawings. - ADexlaWhard-and fasteners,In dwbh P.T lumber Null o Stainless Smd«as-.eded - -by P.T.knees,and f udener mamerdwer mdudbg but not flMted to msteners,nags,bolls,IPW and odor - type hartates,ar- hardwood - SOIJ W®CLOOCNC 7.hardwood rated«trtrn posed shall be plain sawn,wtdm oak AWl"Custom"Waft mass9mded by - AT J71 ME - ormer. 9/4"rah FLYWOOD TS 8.Egad«oknod-s d-Wsenamdwb.Cegida PVCS4S(seabdonag4edg.)by"A2EK �AN?�"«equaf _ - 6U S" virmproGes as sho ondrewbngs Ali pints aro<ornare to be Prepared and edbwed ao:ordmg toaand. INSULATION REQUIREMENTS49 BILLIARDS HAYWAY, SPECIFIC PROJECT REQUIREMENTS: - s.M.tions.AN M.pints and holes to be riled and Prepared as-.ended by m wdecturer,W be - WEST BARNSTABLE.MA - - - aaaaaa- Paa'ted f-.tied by wana onufamrer•+ - 1.EXTERIOR 2X6 WALLS TO HAVE 5%"R-21 HIGH-R + - GYPSUM WALL BOARD INSULATION NOT SHOWN ON ALL SECTIONS/DETAILS. INSULATION - - 1,Interior Gypwao wall and Calling boards to be 1rr Slueboard with Sldro coal Plaster with sinteath firdish 1.PLANS DRAWNASSUME MIN PRESCRIPTIVE VALUES 2.INSULATE ALL INTERIOR WALLS ACEDND - - - unless dheMhe Indicated by Ind owner.Gaage areas W receive 5B'type"X"firs read°yPsum with ( F )FOR SOU - I - plaster Ardsh with bowygnhnm sofeoes on ceilings only with all wage and beams eta W be smooth - PER 2012 IECC TABLE N402.1.1 AND AS NOTED BELOW: INSULATION. - - - -I wustw. GC To Coordinate Insulation Type;Sizes;Location,Etc.And i 2.Tape oil pints with nylon self adhe.Ne tale.Exterior torndre to welve meal comer beads and and 3.IST FLOOR FRAMING TO HAVE 9%"R-30INSULATION aVosed edges W receive'V mid Coord.Framing Depth And Requirements For Insulation I 3.Saew walmoaa with soawa spaced mac of 12*. for callings and 19*. for welt and as regdred by Installation. 4.2ND FLOOR FRAMING TO HAVE 9 1/2"R-30 UNFACED Code' 2.VALUES MIN.(TABLE R402.1,1)CLIMATE 5 AS INSUL.(for sound insul.) - '- DAMPPROOFING APPLICABLE: 5.2ND FLOOR FRAMING BELOW UNFINISHED AREAS TO ffW rJ R.&A - R-49 tNAlATV44 Ja5T5 0 W OL. t.Pl extaWr dtaundation walla W have damp•proosrig wMdr Nine m S�maNic"emutsion Type 2 as - HAVE+/-8.25"OF CLOSED CELL FOAM IN PLACE, R-43 N - manufecareabyW.R.Need-.Inc.«equal will,Installation as Pernmrawmrras wrmmr h®wdWna. _ • FENESTRATION U-FACTOR=032 R6 HAVE 016'oc. Ron danvpooettg from grade W oorrt face d loading. (R-49 TOTAL)INSUL.MIN.(GARAGE!MUDROOM DM STRYPNO �.,%ST EAE4, CAULKING AM sEata4G • CEILING R-VALUE=R49.0(R-38 AT RFTR HEEL MIN.) - CEILING AREAS)FILL ALL VOIDS AND AIR SPACES s/W TYKE X&0" ��ALL WACES O Q y�i► 1.Seamdf«exerWrpms i noted on tire arewWgs as'seaionP Nnall 0 9yrtaod P as manufxa • WOOD FRAME WALL R VALUE®R2o.0 6.CEILINGS TO BE+/"8.25"OF CLOSED CELL FOAM IN WI2X96 STEEL WJM W/ ned by - 2.Ali student shall be In amniance with spedilmdans.AD lows to be sedW eras be • FLOORR-VALUE=R30.0 PLACE,R6.0/WCH(R-49 TOTAL)INSUL.MIN;R38 MIN WITH UNALERp0.TEP24°OL. C) to thoroughly dawned before Work wmrrenwa.Prime aapmts won Mqubed by numbcaaers amen ud � -4 IVQ Z - Insmwions- - • BASEMENT WALL,R15119 PROPER VENTS AT EAVES. STAr /i/2"D0.T5 3 s t7 3..Wmis tobeseamd ah"mdude butn«be fvweato,exaWr pmts;windowsanddoora betwem 0 r 7.CATH.CLGS.TOHAVE2X10RAFTERSWITH9'/."OF D � dissimflarmattelsk under saddles and age;wham shown on drawings and where required W Provide a • SLAB R VALUE=R10.0/4FT CLOSED CELL FOAM IN PLACE,R6.0/(+/-R-55 TOTAL) weatierprPdloInL - INSUL.NO STRAPPING. FILL ALL.VOIDS AND AIR SPACES4. - h BOARDS RIO AT 24"AT PERIMETER HORIZONTAL. ceuumg rot rots W leInts fl be d 707 rs mnWmta m tsred by 3ctsa es roam tech red try Perna or 8.BASEMENT SLAB TO BE INSULATED WITH 2"RIGID FOAM Q GARAGE BEAM DETAIL oug e J 5.AD wuftv6W be ma-do-wM marMacmree.spedikdons.Ali alma W be wutimd shal be - dwnea IrefPna work conanwncea.PMra upmts canon regukad by maoumcbaere vxaen - A S S G A L E 8.Joiner W be eallrea shall Ir duds bed not be limited W;Inmrl«pmh.Walla,doorfrernds,where noted - 9.BASEMENT WALLS TO BE INSULATED TO MIN.R15 = I- an drawings. MIN.TOTAL,+/-3"RIGTD INSULATION BOARD INSIDE FDN. WALL OR CAVITY WALL BATT.INSUL.MIN(SPACED 2- 1. ANDtudh1FLASHING FROM WALL). - 1.using ASTsnail 1 1 rddtxmral dyne riled t stuBrglea d spe d of by owner.Shingles by o boil O - - ) 'NOTE SEE COVER SHEET FOR HIGH WAND SUMMARY Cadre ASTM o 31s1 momrnea and htst�ea m use a wind.Peed d 110 mph as requied by awe txeiding - REQUIREMENTS/STRAPPING&NAILING,ETC. was. 10. INSULATE ALL HOT AND COLD WATER PIPING. 2.Provide and bratell concealed owning 91 all Intersections of Met and walls,oftnaM valka.ad Ill• ALL CLOSED CELLFOAMINPLACEINSULATTONTOBE ADAM A MORING ALA.,HEREBY IXPRESSLY ^ ^� A SWTH RESIDENCE elsewhere where rmutrea«es snoWrn on�wm0.a - PROVIDED AND INSTALLED PER MANUFACTURERS RESERVES THE COPYRIGHT OF THESE DESIGN I f""A V i - 48 HILUARDS HAYWAY 3.Installation Nog codoan W maafacknent spetlikae«u and appkade code nequkemennts. IDEAS,ARRANGEMENTS,AND ARCHITECTURAL WORKS WEST BAF2NSTABLE,MASSACHUSETTS 4.Provide 15d root fee ceder as aspnaft shingle areas won a noxmsn 4.12 pitch.Provide sag adhered - _ RECOMMENDATIONS,WITH ALL VOIDS AND AIR SPACES (INCLUDING GRAPHIC AND PICTORIAL WORKS) - A-6-re b.pcs'e_m rout membtere ice and watmmbraby e'mand aqueldelunder efl roofing a areastt agana ftmg. - - FILLED COMPLETELY. GENERAL CONTRACTOR IS- UNDER THE ARCHITECTURAL WORKS COPYRIGHT --- t.PnYAd6'te, self adored roof membrane 9ce and Water Shtew'by'GYace'o egcal a ere areas ham gobs - Ad-Alo-ndd Mory y A.I.A. . W3ewrodandmwaeeyw RESPONSIBLE AND SHALL INSPECT ALL INSULATION PROTECTION ACT OF 1990-. REPRODUCTION OF R�.r.,al1rrl.�cttED.ar SECTIONS AND DETAILS aA"gutters,and downepwm W be ahard-Stym as selected byowan G.C.MblmWn 4,n min INSTALLATION/CONDITIONS PRIOR TO AND AFTER WORK ANY KIND OR MANNER-IS STRICTLY PROHIBITED I - - proise.AN downpours W omdnam at myww0e. IS COMPLETED. WITHOUT EXPRESSE WRITTEN CONSENT FROM S Iwo fi:t in Raleemelaamermerdai ADAM A MORING. �� .CpeAh ws- AS NQTp SO&566-9338 reCapeArelduem S 29 2014 GAtMr w 1--TA-5] - -8 AAM � • ALL EXPOSED ENGINEERED FLOOR JOISTS SHALL BE COVERED Ir-u' RIB- Rua rEs®�, I,WH FIRE RESISTANT DRYYVALL OR TREATED WITH FIRE - RETARDANT APPLIED COATING AS APPROVED BY JOIST - MANUFACTURER,AS REGUIRED BY LOCAL,STATE,AND OR NATIONAL BULDING CODE REQUIREMENTS. THIS INCLUDES D 2XIO Res®16"00. BUT NOT LIMITED TO THE JOISTS ON THE 19T FLOOR/ Rye R Ff9i5 BASEMENT. - - - - - 0 W OL. 14 d' 2742 RB.OE R-.49 Ne("TILN two CELBX2 _-1 4 3-2wo REAM W/ 2Xa TEs 0 le O.L: (0 S10WM JOISTS Is I6"OL. 2X6 TOP RATE 9'-? �24Z RIDGE 2J4 COLLAR 1`2!55®W 06 IR r I J. 1 1 it I I I I I I -I 2W RArrERS®le"O.C. e r 2W RAFIFRs®�"OL. - 2%YJ RAFTERS®I6"OL. � O 2 $r two r.EL]w R-4 114SUATION ORCH(N T CELM 6 .. A 10 JOIsrs @ W'OL. R-49 NSLATION R-49(NSUATION Rwo CELNB LVL WAM 4 SITTING AREA )I (tdOr ) (W1i SNOWN) JAsrS®16"OL. S�FRAMN6 RAN - 1T IT - counN, 9-P/'Xb4"LVL - rRAMNG - - - - - - - 6ET DOrrOM AT 9-O'AT 9- d SVES OF P6" 6 ! M ER SUITE a a W.I.CLOSET H LL MASTER BATH 6 �* (/TRIMMED�41 On R5 4 ASON PORCH r JENTFOYER ` 6 A9 4-RFW6R6M SAD 774 _ _ 1 7 N1 ME FNSS - Pr415F®PATIO _ FNI�PATIO __ EL.*qzf I�.b`rJ FLOOR JOISTS EL*9110 IT.7 JI ft�L. AT READ Rq L�AGT O R-15 MSLATYM A7 1 . 0 I6"OL.W/R-50 i AT 6LA OR SNP 11JGolas®Rw0G.W/ W/RSTaE FP95M ON. . WSLUTIA4 W ism") W/R-W NsuArm WALLS,COVER W/ DMfPROG1lNG A7 TYflCa1 FLl6I�ATIQ4 Wal _ -R-'90 NSlUT1GN CGMPAGM srO1�E R$NSIATION AT M� ) ey"XIM r EVPSD. ALL AREAS DELOV R45 NSLLATION AT WITH"_1R24NTFAL REIN BY WALLS,COVER W/ A.L AREAS mar (NOT S'IPA'1'U .GRAZE 6YWUd F E)�PO'�FD >3•'P.T.RAILROAD ON 24'a10%C6w.CGNLREiE �C1?�`.�uJ IF nPoety ALL EXPOSED EN6U�RFD"1" S"P.T.RALROAD - eRAt£ N.L D7OsED EN6P$�-r - TEs AREA WAY FOOrNO.. SEE FCIMATICN FLMI. JOISTS r0 8E FIRE RATf9 TTES AREA WAY JJISTs TO M FIRE RATID 4"CLNCRErE SAD 4"66WREM S.AD - 4"CGNGREfE SAD _ g,-*" Twl aye W.WP.PEW. I DMC�ROOr AT - - &OAL POLY VAPOR - - _ W/aXa W.WP.RENT.&0AL POLY VAPOR OLl.g2EA6 DB.fhV W/6X6 W.wP.RENT. A DARRIBL 1147HZ SAD. I PARRIER LMM SAD. _ ZwE &QA1L P0.Y VAPOR DARR02 UM 5LAD. - - - - - �-a RIGID NSL"TIGN - S 10 A(B O1).4TKN RIGID MIN.) B�SLLATKN tit-IoMIN.) -o I SECTION @ MASTER 45 HCRllONrAt- O 2 SECTION @ MASTER BATH 4s HORIZONrAL o SECTION @ENTRY FOYER HCRIZLi4ia1 --- A7 SCALE I/4�r = I�-d" A7 SCALE I/4�� = I�-d" A7 SCALE I/4�� = I�-d� . - - INSULATION REQUMEMENTS-48 HILLIARDS HAYWAY, - WEST BARNSTABLE,MA Rya 7E5®La"OL 2w2 RIDGE . ... .. - - 0 3 LM OF WALL eeYOW INSULATION NOT SHOWN ON ALL SECTIONS/DETAILS. ' VAIJ.EY t)El'GND, MY� FI (EXTHtICR FACE) '.SSo Iw F+la EXPOSURE 4 WIND T.pN� �2xtr R&�E A �FRAABYo D(- 2XIO RAPters®16 Oc. 1.PLANS DRAWN ASSUME MIN PRESCRIPTIVE VALUES PER 2012 IECC TABLE N402.1.1 AND AS NOTED BELOW:GC To ` .. - UA CGLLAR T>E6 H W Oc: Coordinate Insulation Type,Sizes,Location,Etc.And Coord.Framing V rahbP aularzfilibi osch epa - Depth And Requirements For Insulation Installation. .12 two RAFTERS®�"OL. 2X6 WALL/GAtLE - R-49 NSLA @rLPIRM Mr e r 2wO'CELNS - I 84Or ) RA-Z/&AnE.S� 2.VALUES MIN.(TABLE R402.1.1)CLIMATE S AS APPLICABLE: Roof Frmni b ... 1 fie. - R-49 NSLL.ATILN JOlsrs 0 k"oa �L �EVAi1Rys. • FENESTRATION U-FACTOR 032 slocw"y.arr(roa„aneal'� .z-ad '2-toe cn e"e - Rim Boa(e:to Rafter(End+taned) 2-16d 8_,16e r '�fh 8M IJ40T S1OM44) ,ta5r5 0 16"-ac. •.CEHING R-VALITE=R49.0(R-38 AT RFTR HEEL MIN.) - I wdI • WOOD FRAME WALL R-VALUE-R20.0 - - Top Piateamiroer tiam,(Face+maee). ;-...:e'lld 6.16e `-• -tj. . ,Stud to Stud(Fam raiiad) 2-16d 2"ec av- Lt� t. Ir IT SCELNG • FLOOR R-VALUE=R30.0 Headerla Header(Fa alad) A the 6d 16,oc alerts edges �.: DEYGTD - 6 6 6 BASEMENT WALL-R1S/19 i' • SLAB R-VALUEm R10.O/4FT - - Joist w S'n Top Mae or Girder(Toa miles)Mg.14) +6d 710d, per(o.st GABLE FRAME @BATHROOM 1 saowngtoJoisltroenaed) 2-ad 2-16d lee" m g� swckms to Sin 4-1 or Top Plate(Toe-nadan -16d 6d each Iyoek 2XIo RAPrER6 0 W OL. ''BATH BEDROOM Led n Ledge,Strip to Bea nu Girder(Fae nailed) ` �3116d 4-16d each low - zwo CELNS JOlsis-0 16"oL. - SPECIFIC PROJECT REQUIREMENTS: ..Ist on Leagaw era,troe�ened) add clod f perieisl. I2 \ - Sam Joe i to Jaa1(End-naneo(Fig,14)- - 3-16d t'. ♦l6e pahl r Ia i'/ 6 1.EXTERIOR 2X6 WALLS TO HAVE 5'/:"R-2t HIGH-R INSULATION Band Joist to Su orMT r Top Plate(roe ded)(Fig.a -pe$ 2-16d 3-16e p m r to + - - 2.INSULATE ALL INTERIOR WALLS(UNFACED)FOR SOUND INSULATION. j-Wood Slruc ral Flan ft mftwa a IN6 spaced up w 16'o.c. $ ep 1w 6-edge/6 field f LEAN 1 -TJl ROB 3.1 ST FLOOR FRAMING TO HAVE 9 h"R-30 INSULATION rafters a In�ea Vaced war I W o.o ea 10d a'edga A 4 sale y yw�W/ s 0 16"04- 4.2ND FLOOR FRAMING TO HAVE 9 1/2"R-30 UNFACED INSUL.(for I gaela endwao race a rake tad Wo gable wemang, ed agd 6'edge/6 edd . 2ya TOP RATE DOAN SOIInd 1G5111.) 1 ble endwall take a rake tnY98 w/etructunil 6d t04 6'edge 16'field dl DEMOS. A OLIR FLAN r 5.2ND FLOOR FRAMING BELOW UNFINISHED AREAS TO HAVE+/_ gS EREQ garde enawa eke a eke wee M Iookan hbc a r ad 10tl a'sag rd e As ne I 8.25"OF CLOSED CELL FOAM IN PLACE,R6.0/INCH(R-49 TOTAL) f`G� 9 QO+ -�g"e COVERED RCH HALL OM INSUL.MIN. (GARAGE/MUDROOM CEILING AREAS)FHLALL Q`PQpM A Gyp- �W 1 r Tyr wa l . VOIDS AND AIR SPACES y -w®a s<re�w a Pai,e� - y - - - - _ O N0. sans armed w to 24-ac. I .st, lad w edger 12-fiew s _ 6 VENTS AT EAVES./-8.25"OF CLOSED CELL FOAM IN PLACE, ' 1 W�25�-�.�P� Id, _ r adg.A 6-gw - - R6.0/II9CH(R-49'fOTAL)INSUL.MIN.R38 MIN WITH PROPER 4"REAFORl.®SAD IIW 7J FLOGR Q t2'Gypsum VJ.2-le '-sacmle .�.��y�'eage lo'rksd W/srOE FNISi O4 JOISTS 0 I6'oc( r 7.OATH.CLGS.TO HAVE 2X10 RAFTERS WITH 9%"OF CLOSED a gr.Roor CCNPAGTED STONE w/R-9O N CELL FOAM IN PLACE,R6.0/(+/-R-55 TOTAL)INSUL.NO i se„xn;;el panels DA IT RAOFNG AT 1 ®' (NOT sttOWN) STRAPPING.FILL ALL VOIDS AND AIR SPACES J D. 1'Wpad less ry -ea ad R `6 nags;lr uee - ALL tFEAs oaov f 8.BASEMENT SLAB TO BE INSULATED WITH 2"RIGID FOAM t greatw roan 1. rod 16d 6'edge r s•nem R t.6 A R AT ALL EKPOstD ENGP�m"1" ga3e mokrq mik and is GAME f s•PT.RAILROAD n P .. . W .COI,$z yy/i 1' JASTs TO FuzE RATED T-Es,IREA wAY BOARDS R10 AT 24"AT PERDNETER HORIZONTAL. 'd•.eeaa ree�nam++ g�a at�aa ar•,.naiaee,mad iec ler amo�m„au�e� H d e P f 4"CONCRETE 9.BASEMENT WALLS TO BE INSULATED TO MIN.RI5 MIN.TOTAL, Nato.Um-of . ommd,mae 91. for na...<,eaa,n el,e ao. f W/6xo w_WP. +/-3"RIGID INSULATION BOARD INSIDE FDN.WALL OR CAVITY � '� to�'•OeC `n"�Oe ` bi supse�d�"`°�°""'°P n &WL POLY VAP -r - 15ARPER LN�FR WALL BATT.INSUL.MIN(SPACED 2"FROM WALL). -NOTE;SEE COVER SHEET FOR HIGH WIND SUMMARY REQUIREMENTS/STRAPPING&NAILING,ETC. 10. INSULATE ALL HOT AND COLD WATER PIPING. AonM A MORING AI.A.,HEREBY EXPRESSLY SMITH RESIDENCE 11. ALL CLOSED CELL FOAM IN PLACE INSULATION TO BE RESERVES THE COPYRIGHT OF THESE DESIGN IOE4S,ARRANGEMENTS,AND ARCHITECT. WORKS AAM 48 HILUARDS HAYWAY - $LR10V g,SL1.ATION PROVIDED AND INSTALLED PER MANUFACTURERS (INCLUDING GRAPHIC AND PICTORIAL WORKS) A:"tecnv S.pe, r WEST BARNSTABLE,MASSACHUSETTS SECTION @FAMILY ROOM ("-a UK) RECOMMENDATIONS,WITH ALL VOIDS AND AIR SPACES UNDER "THE ARCHITECTURAL WORKS COPYRIGHT Adam .--t'er 6, my , : of 48 HCRV6WAL FILLED COMPLETELY. GENERAL CONTRACTOR IS PROTECTION ACT OF 1990". REPRODUCTION OF J_-___,,- SECTIONS AND DETAILS ANY KIND OR MANNER IS STRICTLY PROHIBITED 1.--_J K ..��>,.ri. Lero.y RESPONSIBLE IO AND SHALL INSPECT ALL INSULATION WITHOUT EXPRESSED WRITTEN CONSENT FROM Rmideaealae mmerdal A 7 5 G A L E I/err = I-d r INSTALLATION/CONDITIONS PRIOR TO AND AFTER WORK IS Srnda..h,n;1A � AS t.1pTEp COMPLETED. ADAM A MORING. am=a8@a3mCapeAr hftd.ma SM566-9338 www.eamCaPeArchlomoorn AAM AM A-7 _ � S 29 20I4 GAM A- - Q FOUNDATION NOTES AND DESIGN 48 BILLIARDS RAYWAY 2M Shen®IG oar.W/ 110 MPH EXPOSURE 6 WIND ZONE WEST BARNSTABLE,MA SMITH RESIDENCE 1/2 6YMM Maw �j� 5 I/2"R-21 BATT • BEARING CONDITIONS BASED ON WELL DRAINING COMPACTED SAND OR GRAVEL WITH 3000PSF MIN. 12R1-ATON SOIL BEARING CAPACITY-GC TO VERIFY SOIL CONDITIONS AND NOTIFY ARCHITECT IF ANY 9/r TA&R.YWOOP ER DEVIATIONS FAM. 9JnXR ' I/2"EXr.GRADE RYWLYA ' ti t 1 r '. "t n I ,r t 1 1 1 `G\5 D� . GC/OWNER TO PROVID£A UNDER SLAB VAPOW AIR BARRIER SYSTF,IH, 1, ,p g� - ` 1?1 • FOUNDATION WALLS AND SLAB TO BE INSULATED PER IF.CC 2012 AND-INSULATION REQUIREMENTS- my"r,- IDLER,laws R JU Anchor Bolt and Uplift P M A. As• NOTES THIS DRAWING SET. oc- � R1N %-<� 2ya RATE Anchor Bolt and {lPtift � OP M /� 3"x 3°x 1/4"Plate Washer P 0 c F G Ia��I 3°X 3°X 1/d"Plate Washer FOUNDATION REINFORCING AT FULL HST.WALLS MIN PER 2009IBC - -- --- --- -- Shear I,atBr81 'Z WALLS:S"/10"THICK CONCRETE(SEE DETAIL)+/-9FT POUR(+/-LOFT MAX AT HIGH POUR) v v v II Bottom--- Shear M a 'q~IAA n•2D 6A Plate See Table 4 Bottom- S,. O-.2Q Q UNBRACED FILL HT.7FT AT FULL NIT WALES. GIRDER®9r oc. \ Plate �� 24°max. �/ SqN 8e2 VERTICAL NOT REQUIRED PER IRC 404.1.2(3)DR(4)FOR WALLS IOFI MAX • \ III SEE W-11 wW OJ&4 RY `, � •e Y` / Q Ow� HORIZONTAL-N4 AT TOP/MIDDLE OF WALL PER TBC 404.11(1)AT FULL HT.BASEMENT WALLS ONLY -,.. - RIM JOIST � � DO NOT BACKFIII.UNTIL FOUNDATION WALLS ARE BRACED. �-- �- E-� � �7°min. �<� �.. FOOTINGS:24"X IO"X CONT. Ddo(aOrrRd POH�W/a '3G�CAP s ALNTMLID 7"min. - .g NO REINF.REQUIRED TLA9ft, r 2X3 FORMED KEYWAY AT TOP OF FTO UNDER FDN.WALL FDN.ANCHOR BOLTS � =fC 24"O.C.AT GARAGE WALL PLATES R-90 GATT EL 51v 7D.F A O � r 25"O.C.AT MAD4 HOUSE FULL FOUNDATION WALL POUR 'EAT./NgLATE ALL I I I • PROVIDE 5/8"ANCHOR BOLTS PER SPACING ABOVE AND 6"-12"FROM BUILDING CORNERS WITH I St,9r OJ'D�L 61-1-TO STRAP A 5 3•'X3"XW-PLATE WASHERS WITH A.B.EMBEDDED 8"INTO FDN.PER'WFCM'MANUAL I IOMPH EXP.B eNrS AT stL �JJ II"wr Y / 6°-12°from End \ A S ADDITIONAL STRAPPING(See Hkh Wind Prolect Summary On Cover Shtetl RMW M r of Plates FaMATION WALL. (2)M P.T.5LL 6°-12'from End - •'SIMPSON'DSP SILL STRAPS AT 32"OC.LAPPED AND FASTENED TOAMER SILL �FW..RAN. 1 AN Su-6EALER Ot Plates Foundation Wall PLATES SEE FIGURE 5 WFCM(FULL HT.WALLS AT BOX FRAMES) •'SIMPSON'LSTA 12"2OGa STRAP(OR COIL STOCK)0,32••OC AT RIM TO STUD DAEEM!NTI I/2-DIA Al/GNax f5'Li5 CONNECTIONS-SEE FIGURE 5 WFCM(FULL HT.WALLS AT BOX FRAMES I/ &s"x5"x1/r RATE 1�•�• ) t4S1AT TOTAL., PER wpm ® H OL. - IP TO J91STS. ( F8L wFLM MMIW_ 61£1a9lATICN NOTTs. / cur sraf V@!$x W/ MORTAR ON FOMATION - E VARIES T.O.wN1 a-91 VV PRgARM® FI E)PAWIG J011r AT PFRPdEIER ' s \\ 9'-/f�Nl61t PAR\ - FROVPE GASr-N-R.AGE - 64.TO RtOVII E .0 \ 1DA51AN;v,yL' - P05r AWHGR FAR 6M CaCRETE PAD AT T.O.WALL EL.fflN 4"c4NGREIE a-*W/Axf /\L��'D. \ W6 PONN P.r.POT MAVE 0� __ ----___- ____ W.WF.MD 6 MIL PQ_Y7,111,1111 - ��//�;�'f0`60fiLM LP POOfN6 VAPOR BMIER UVER AABa , /�,,\�;.i IY-2„ 14'-id'LL Ss24" �\��%i�%/ TD.WWl 91d �m rD.wNl 91.YJ i------- I r--------------I I OF W ' a I -- - I T--------- -1 .,% - - I TO.WALL ll.91.v 1 I I .... _1 a 1 I r--------- -- I ;, 1 I - I 3' I Yid' .4 n 2A"xIOzALNr. 1 I I ° I I I . ca4rRE E FOOIN6 i1Pl/.y Fa eDATIAhI wain i. .Y-d" 9LTs' 1 fi I.Or I :v O 2 �,Mr WITH 2z9 KEYWAY d'LAJGREIE POTDATIA1i WELL _________-_J I O+'E Fl•8�'1 4, I 51A9 CRAM It;'. I A 9 I I i O4 24"70dXAONf.GLNARETE - -- ----- - _-- -__-- -- -HAVE HORITDNrALW6U I .+'. I1------ 2"(R-10 MN)RIM ®TOP 6 NWRE OP WALL I _.. i I I 8'AA.PAGT® ►SILATILN WARD r----- I _ <• I rD.WALL f3_91d i. SANJ LR ERA4a PER EGG R4041 I I _____1 I �2' ( SET®TD.Pq,FD. UP IIR®NOS'48"FIARIZO1r01. I I I I - WSIATE MOOR -- --------- I I pylp a 2 FULL FND WALL DETAIL TD.WALL �»r I I I w01 A7IO 1 I Q i ;�. ®" I : I o 0 A 5 S C A L E 1 1/2 = I-d" - - -- LFlToFR w FA3d j i i I I I I - cavftTe r ON I I A S 1 --- 24'-�/.' STEP TOP ------= J i--------- J I J OF WALL I r--------- ---- -------- TTT I _1_., I �5"AONLRETE 3.A6 i w/Ayr W..WF.PEW. I I I ____________ ____ __ __-_-- ./ &F,1L POLY VAPOR TV.WALL EL 91d 1 ''� -_°S GM-2X Lt# 2 OE 1 � 6ARRER LIVER SAP. R� - - aw r---1 r0.WN.L B.91HY m r 1 PwR L 1 PROTECTION AND WSURANCE . I I I I I -v I r-I-, L-I J -�__ meb,tam hoer I annmxnanry adequata Injury maabwok arcmatertab aemaae I as ptotea camas prop"from Injury micas arising in connection rand cease. 1 L�J - r-i-'i i VA OEARM6 WALL I P I � I I I I I Maintain adequate Intsiv n for er tectlan ceder eq&edetd'a Ccmpernailord-, 1,1 1 9-%=6IRPER, I I I W/PT-GLL ON L_I_J -_____--_-__J dahm for pmora kI oy e a analawnnce av req d eC l y codes end Lest f / TYPICAL. I 00 x�x r Practice.Fire korrtence Wet be ceded by D-,on 100%airsaame vdue d Oro � N N F _ LLNTO PEE FOOr@16 ' aNctae,rota bndudMg the Conaact-toda and eguI mere. I L _J I i I I 1 r------------- I I FOUNDATwNs AND SLABS GI1 GRADE Ot4 N I r GOJGRETE SAB 1.AN foaWlgs shall bear on Mn undisamaa ak n1ninn m bearing capacity of IS ' i I l TONS pers0.FT.Notlfyarchdsalfedatlng so0 ooraNada aD tat meetthese'm :� I L--J :a I W/6X6 W.WF.RERF. I °d+ vewee.SmTestigshell be provided byGCaa-pdorto any canmMl.. I ° I I _ �DA LPG . j I- 4 2.taon.n APOR aexteror -- ---------J . L------ -------------------J I Nodnps shell.edeMN a min.dd8•below PodsheO grade I I I I I S.AtS ti 8294' 1 fyd,DRgL L t J I GLA6 fi 895d I an undNeubed.W or p oPedY canPaaed grans.Se811 above. I -. . 3.where roowdga me stepped,b ft-N be Napped not more that 2 feet vertical to 1 I I I I I .. j 4 feet na Rona,GC to derterndne locetlocs delermbded by final Wades la f W. I I I L-__5Er®TD_FOU•D._ L__6L rD.WN1(3.910 d.An exnvetiwn and foundation oonhuaMdto beta the d7.ocancrero6roDe I -_-_ 1 I \\_ I i I I-_ ____ " _ ___ __ __________ _J placed in the water.When water is feud,prmide pump pum and proper prdeedon I °. S. ar I _ 1 TYPI/�I n/ 1�FaOlys I I I I 1 ' - Do not barldi against foundation waft unm Imaml support,top and bdom, - -------o ma ( I I effectim unim wall Is adequately braced and inspected. ----- -- Let - - -1 I 9FLLID LAZY AO'XA7kI0" S.Exterior hnun latlon wall sty be dan,"Noted with coat d approved bnmthraue n.LM LI PLb N L---I L--J mrareW from bouom of rooting to Poilsh grade. cn p I 7.Where gang le necamay to meet Ina re slab elevations,pxpdda a galafar I L__- ®TD_P_ .--' _-_, r_ - ---_®' I I-- �6L.TO FROVDE d1 mrgacted to rind nodtded AASHO T•180 density d 96%.Grade to be stripped I P-- -__-____ _-bp- 'i .^ 1 AMU AR AOIGRETE 2� d an wp too era ursarame lip and deleterious maalal badge ePpYtrng m. • .- - I I ' 8.Provide an additional layer ofw1refabrIc over condufta.Pfrres,etc.,where same Is L _-_ __ - - I TD.WHL H_91d 1 I 5 AROFI AT • i �______________ � I tt!� TO COORPINATE 9.o Placenrarda as ro be made until all embedded gems pedambq to the aeadral 7-d' S I I 1 I I I I 6CLOGKOUrs RFIITARED FOR - and merhancel trades have bared set m fame The Contractor shall Coordinate vAfd -I I L___ ®-TO.PON7._ J I EEr®70.PO,ty. I llrLff�S PRIOR TO PO.R odw trades to obtain necessary Wom tdon,Set tape d all slabs to a..rodste, �.AREA � I - I W-d• v I L_____________J addte.aso finis . - _ 10.G.C.m locate an uiaty mokyta requirea in dam m weft prior w pour. rYPICA- L _ _�y./2 _ I I! y 1 _ p q - - J O SMOKE DETECTORS PER 780GMR 11.G.C.R raponsQb to.p�nete Wcd-ofantpe,arrMae.apcassales,act. r regdred to bB ir aelea m concrete kundetkrd Ioorogs(m Indicated.Plana eM SECTION 5313 AND LOCAL FIRE DEPT. rcynatded all stae/fired"aV code as•WFCM°mawa9 Pray to Pau.and be N I Y N GM GARWN MONOXIDE DETECTORS PER `--------------- T80GMRSEGTION5513.4AND LOGALFIRE hit by ar.decL GC to doaanerd Y Conn ties wM phdogropha. :r< I CONCRETE DEFT. 1.Ad concrete days anon be a.a apgmgeta heeling a ndnkmm atreng n aoo so P.S.I.et d' ------------------ ---- 7-e 2.Reinforcement shed be deemed dntennerfate glide new Net Greet,ASTM A-615, grade, As Inmmedingde,waft add Naps ekS.W.W.F.keyed as dowsed WoWw at,par ANCHOR F I R OVIPE506E CAeT,CtM rO R.PLE t_--------- I POST A57 AD Pax dxs pith. - P.T.P051"MOiE ------- - --J P.T.PdT ApOi£ 4.Al bets tasked-Atinuous snao be tappe0 3216amatms at spiral and comma Hook bars at(rad•.rdlNuan and& 5.AN ban tidal be sew"tied In piece to pre•md dIdoca on,Adanam IA'-d' 12'-d' W-91 Nterwcrbrs et apnoec. - - 6.Min.concrete awe fa reinforcing W fa kxxLg%3W for wars and stabs net exposed 9.-011- 1�'�• - 7.Concrete(err floor stabs W have max.stump of T;Far all other concrete wok.a rnar Strrm of C• 6G.TO PROVDE O.A1 6G.TO GOORDg1ATE LIMIT8.Contractsm to doaentrdet fi Invabdon of reW trs orcerd with ple wimps,video or Wrier mean and-h that be made avelMe upon request by Owner o FOLtVA O4 AT 6TB5 PGRAH&6rEPS Z A7 Architect,a Building Dept ofBdal if appdraD6.Arddtecl W be notified with mla.3 Q I Q ',� O 3 �} ADAM A MORING A.I.A.,HEREBY EXPRESSLY day notice of foundation par for Inspection of relnhrce rent and fom work ae EN required by Arddle<L A 7 A -J A 7 A 7 RESERVES THE COPYRIGHT OF THESE DESIGN t`-- A A\h A SMI8 H SILUARDS IAYWAY IDI✓1VCE 9.Foundatims/footings to be mddoaed as per tauMadon plan and buldlrg.des. - IDEAS,ARRANGEMENTS.AND ARCHRECTURAL WORKS /t-tut- DG.C.b sprrur to.odnate I-dons ofstrapa,and-,amasoIM M (INCLUDING GRAPHIC AND PICTORIAL WORKS) ArclJtccNre;pest WEST E)ARNSTABLE,MASSACHUSETTS roqulmd d be knstaiad In.naatef.Mannt Wodnga(aa lydl.t..plane,and as UNDER -THE ARCHITECTURAL WORKS COPYRIGHT A�n,glomnda Murwr,,A.IA. regWred by sooner bra building code and'WFCM'110 MPH D0•.B-rd)PIWW D I BASEMENT PLAN PROTECTION ACT OF 1990". REPRODUCTION OF �,tnW>�Lcr_O,v BASEMENT PLAN&DETAILS A G 5 G A L E I/4' = I-d WITHOUT EXPRESSED WRITTEN CONSENT FROM �1 )d MA ieridtmwaf madGr a"E A5 Norw pour,and tabe bspeded by arctdfect and building;olldeL - ANY KIND OR MANNER IS STRICTLY PROHIBITED WrrH A EXPRESSED antori� rr CapegrtAitul.Wm SO&Sfi6933a. aamGDeArddtartran A-Y oxrE 8 23 ZDI4 GMA AAM OI O2 O3 04 O5 A 7 A 7 A 7 A 7 A S 4U40 TW244W W SET'0 6'-W I I I WC �_d• b,�„ G I TWW9W TW24910 s JL O 6 +� 6 AW25 A AW251 - TW249W TWTA D 7 HEXd1f g1 BATH �s "' :N "' �STOR£UNPM+ smm-yEs b - a BY�LATEP T"'r-' YH4r�AN a ° "/ , WALL SITTING 0 WEnht7tsTRFPIheI DESK AREA!HALL - a 9'-q" GM 5 GM 5 �\ \ FUTURE V Hft 7 xb'8 etARPRAL - `�� a f a ---- ----------- CLOSET CLOSET 6 �� �} N LIN Id PIA GLLIMNS I — - N z`. m u +pro � P rEP a z+ 4 O SITTING a J 5 �tib _ O - .. AREA / 4'-Id' k'-4" 4'-W' / i I I am. y 6A5�LALE N - ""JI• ::TR&T I�\�1 !b PR PGA i,.e R/IZ I 6 � I dam• I 6 LOC&GGLfS %"HW _ 6UMDRAL� TW244W BEDROOM -g' qyy 4 Sim, BEDROOM F 7_d• . - - - H'ox15o - 5 225•%54"cT�la�, h'ox15o .. _. - _. - . • - - 14'GELRJB MDT /4 ISR GM INSL1_/WEADVZ5TRIP -$ 9'-O'GELW5 Her _ I S.LPEP LELWe I _A —_ K4L — A _ a-afEP GELIND AT SAYE,1YP. AT SAYE.TtP. - i� I 27611)'C — BOl-POWN_ .a - 4W TW2104W -- -_ - ._ TW210410 TW2 W TWIW4 - twT2WW rYPY,AL('j - q -- 5 9=- 4v p_7SECK --Y g- Twr2lolo .TwwAL 9 '.�F� AT THIS Pl 7 d, a - — --- - - 7') AT THIS WPdt�H /.�X 1 WALL GON5TRUGTION we cECKrs-- LS- hE"PVC ---------- -------- --------- 6LORDRAL - SYSTEM O I SECOND FLOOR PLAN SO. SMOKE DETECTORS PERT80GMR A 5 5 G A L E I/4! = 1�-d' 1,1" 5F. LIVING AREA SECTION 5313 AND LOCAL FIRE DEPT. K2- SF. fTlfURE SPACE GM CARBON MONOXIDE DETECTORS PER T60GMR SECTION 5313.4 AND LOCAL • FIRE DEPT. r \STEREo r0 ADAM A MORING A.IA, HEREBY EXPRESSLY SMITH RESIDENCE RESERVES THE COPYRIGHT OF THESE DESIGN Q,Q - Z IDEAS,ARRANGEMENTS,AND ARCHITECTURAL WORKS --I ' V M 48 HILLIARDS HAYWAY / WEST BARNSTABLE,MASSACHUSETfS I(INCLUDING GRAPHIC AND PICTORIAL WORKS) `-J Arctvmc4ne p.pes'f UNDER 'THE ARCHITECTURAL WORKS COPYRIGHT Act A6-6 M-r w,A.I.A. 9( - PROTECTION ACT OF 1990". REPRODUCTION OF _ R .rrn,Iilchxeiq�reo:v� SECOND.FLOOR PLAN ANY KIND OR MANNER IS STRICTLY PROHIBITED - J WITHOUT EXPRESSED WRITTEN CONSENT FROM S��hM-.h - SSP ADAM A MORING. MA AS m �� mCap2Arthiba.mm �-5 �m�faieArNlt¢ctcom 8 29 20I4 GAM nAM GENERAL SPECIFICATIONS- CONSTRUCTIOND000MENTS BU&DWO CONSTRUCTION PLANS AND SPECIFICATIONS PROVIDED FOR storm RESIDENCE 0 1 0 2 0 3 O �} 0 5 IB IgLL1ItRDS HAYWAY.BARNSTABLE MA AAM ARCHITECTURE&DESIGN A 7 A 7 A 7 A 7 A S Adorn A Meting AJA Sandatch,MA SO&868 am SRO plena prepared by tfhers SEE COVER SHEET uws DRaHANDEs AND PERIATS 1.eonbauw Ned give ewdcos,dAWN rev permlts,acotnses,mllcdlas d W'-fl" Id-�/." Id�i/i" Ir,�• yr-d• Id-d' Ik'-d• I spectlen.d ayproad,d ouaparoY and other such hnblanellte teWhad for his work,one Pay for at occupancy same.Carwadwats0 aDPy arW odakt 7�d for ds b�q parnto COW rotated pemquI 'f,-� Z GC.tesporslole ro coordtnwe tine readtwtteras ot 78D CNR Btln eOAlott, OfJNTdiJOUS 9-r/'.Z<'4 IRC 2009,end WCW material exposure Tot'i00 MPH.c emlaW chec lst - LVL FEN,SL 78D CUR SM,.2.1"'and v con*with 2012IECC. 9 SEES OF Pa2OI1 A Plods do rot Include design rX HVAC,meCardml.pbsnbeg.elamic.4 aery odwr '` wumty eystarns.Plane are dawn to wRA tls weeriaybtive D."VIA PIBHZH.AK %W.X 787E TRIM p \ Is>&dm values wt loM IECC 2D12 TaMs NeDZ1.1 GGLIAW OAVt OVER CPEM W/SGRffi1& T &elaB be the MaIw ilb�y of GC to comply wilt those code b"xb"P.T.WOOD POST, OLA� R gJ:8tT5. - , WALL ATE re0u6—t,and coard6nete required orb*—Insulatim(and resulting TYI'IOAL SET 0 w-U',TYPILIL FROM FIRST F OM ft.Wng.,W MWn matals!sta.),testing,Inspections.and regWBmenb of - local beAAng of0dals GC ro riwAaw Plans and ndyy arddad B any Pwtlms of the plans need to be m W d«redesigned es a result of mmpfiance drip of thew raqukeeaents,or uw of alternate bdging sysMma tesaxmg ft- II,-d, I �.�. (l� NO M AT Phi 4nwaclu COMPLIANCE udmyaystwns. - � _ PROVE WAtAna4 W � l� ip - COMPLIANCE 5,�• ',..1.',-'�- wats/R.GYR/cELgJ6 �r - - la work ula i campy rotor applicableo Fenenh,Stets.and UUNdpel miles. kwW,regulations.ordinances,eM mvwsnfa cmeadw Is resPeaWrolo m Izi DEOLRATIVE eAs qYt-d Idsnotify Arddtact of any disaependes or nomm�bmdeas In pans and W bear pEAAt AMVE - FP�AOE/STOKE x ---- FRAFASJC------- VE au COWS wising from redKyin'work imow§ripty pw"ned comary rolaw, A -�'_EE FRAdd8d6 VENT GUTSM D.V. T wwa o. �O 42 N W SEE AMH codes,w best pram®. _ - ®8' - -- - -- p -SHOP DRAWINGS - - _ COVERED PORCH bTj4EASON PORCH 6 ___ �. - J _ SE7®81/2-BATH! o S wa.wO H'Ox14'b The cat tadw shad salt t a miles ro ma A ddrod to We reabw,acnemdeW, G LAUNDRY strop and Seeing&Owkq s,fabdoadm detal6,err.WdV all neseawry dwah STORE F8�1 TILE FLOOR .l for tls specific gropwtamlcadon and pbcbW Installation of ds work and 2 CAR GARAGE O 6 mwarwm.The TYflON.2-zxb p O 3 �`� KITCHEN 6 V84f/FAN drawings shad be deeded M me cwaadw rxlw ro W.1. � I � � 3 ;a cubndstdoen ro des Arcltlted and tdutB be used rat constumorn wily after CLOSET Pose To rein I '4 A 14 �'bxlSO �i" ,4"�b' 2'-7" zsO,n.90 A 8 approval by ArcHred.The aNew w dne d-Ings m6 Indicate any that the TNfIM WM1 At+P I genteel mwhod of cons1rumrp and dera�ng M satisfactory and shag cot bus 6 - N.W.FLOOR-_ 4 eonstued es pemftbV any delxolure roam da conned MWA—ts,w es �T®80 n I 5-d' �5/.T�_/ N z-2'Oxb'8 L T rmevbp dw Conactw of ft eewpsRDty for wrws dust may cops lot Me m �b�z DOORS � � //�X 6YPSM MATS eeawtrigS.TheCwrtadwdstnotifyweArdJsdtrnwrilttrngflrany ITEAM / ' PANTRY 9'OX0 / 11Ra.CdVM CIAFX6e dl-Vandeg Wween dre kcidtechoal Dm*%$before cendaubng the work O NSTABS 86x4'O IS_AI•D OVHd I No work stW take Ptace withoutapprwred shop dawieps ardlor samples. ATEP/ - 6 0xbS� 6 . — 1- PH , „ HD O7STR(PFEll y31 OUALJfV DFTHEWORK a II rAAGLEx-1 i a 1 1t" A S r AD work hell be In accordance wbh Brie accepted trade prance and all Olt I I RAN:i/DoaR 5- GM 5 LM ® a/ MUDROOM rnstedals shag Dm be WhW*for mek papow.The Darner and wAradtad wB ftip II L J 4 x II IP I Sir I I GENTRY �' judge puafty of"work and wlave h the dght W reject any work dust is .s zoxb'8\\ p 'd� wl STEEL a sort acceptable. - fi �g N y, I ?. ga=� EEydd AyY7vE I e- ---------- - - LULT-NMacs II .CL S. ----U----- -----ll----- GUARANTEE F� 6 MASTER II,. ` 8 g,�, Except as ousrwae noted.The Contadorslealt guaamee all work agate[ I' I UNDER defects for(1)ons ysaf lean data d SubafwNw Compledon.Necessary ffi SUITE 4 ;? _________ I I li"cDx I-tYwocD sfAmWa rePaIrs w dsnpas to hrolude mating good,=txf-w bnfwtor work and col wkxrr0 7t. N UNEN O _ I AT INTERIOR 5�OF nns - g"-d' 7 9'-d' 5 ,• I I 1 W/PLYWOOD 6XCs. damage to Papedy caused by auto work w by mnemrV such'awk. 0 --- -- ATV. I I WALL AVOID('WE POINTS I CONDUCT OF THE WORK 4'-4" Rohde tteeesewy etdosures.banicotles,baMws,sco0ddtp,laddas,atc. 4' O T ___]' ____ 4 SEAT I I Id VIA OLLLAMs PORCH '4 as required for safety.Was.Lave1 and Gnedew The Gwnwel Contester slag ® t7 r `OEOGRATrVE G£Md sTOt•E FWI`�1 lay Was work aria llyfort a8 gams,Preees removal e and trend cleaning wW edre0 W/ - AjbPiE.TYPk.N... -------------- sesame as reswns al ead,the.kame.R.wart rem d red, deaedmg rep < z ENTRY aL.rQ 6' 9oxe'o'cLGPaY'GOrTA&E I I yoxe'O GLOPaY"GrnTac� I __ __ bPRAC�E DOOR,a2 F_QU^L 6PRAf£DOOR.GR EglY1 t7eaeri le and emroval eadn week ea rash,waste,end refuse meleriat d any - FOYER �' 4 PE60RATNE REAM w.ad-sW eclat leanywwk./ummpmondbrildbgoava'&flaward 'r oc eM lie.po edaldwNnB kdUV, wkWows,stabs,flnpwpMte,Tow erW Q �#T'®8'O 24" ______________ _ H.W. d p 4 & vi V 64TVGREfE APRON wag tile.Pdish tnarawaa,easmq,eu. Tlb b FAMILY 150KI60 OM 4 5 R POW R ________________ SOAFCWe MASTER 7 d BATH Kw.BOOR NPR d /% DINING p 9-I- N VE4T/FAN r- ." "v GM.b / 190x150 2 a SET®8'O dR 80 / S` ® D KW.FLOOR ® . - ________________ NON-SFRWT1lUL TWt442 TW6442 O A IZ"PIA FIpBZfd,A55 ENTRY & A 6 OOLU NS. b•-O•TE.P. ®®j GPEU*frs 8` Z ® �' F/l.�PDX-pEAMTPA - ADOVE SET a Wo y' PORCH p� SET®S'O T Tlost0 a I STORE FINISH TynWV V4Wz Twzlc`'I° _ n 2XA W?LL GGNSTRUGTIGN 7-e A 10 I /�2X6_WALL GON5TRUGTIGN MA)&W ter TO ERAVE M'/NO - W Des.RBt RAILS fMqUIREP) OGLLKN LavEz OVER . 6'xd P.T.WOOD POST, TYPV L 24-0" 7d-d' o FIRST FLOOR PLAN 5� SMOKE DETECTOR*PER180CMR A 4 S G A L E 114" _ -d' SAVb SF. LIVING AREA INGL PING SECTION 5313 AND LOCAL FIRE DEPT. 4 c�gSON ROOM GM CARBON MONOXIDE DETECTORS PER 180CMR SECTION 5313.4 AND LOCAL 3A}2 SF. COVERED POR(,t1ES FIRE DEPT. 00 SF. 6ARA(vE G\S�ERED A Q� P� A. 40 Q0 'Py ��► c� N 8 ADAM A MORING A.I.A., HEREBY EXPRESSLY ^ � SMITH RESIDENCE 7+ fA RESERVES THE COPYRIGHT OF THESE DESIGN /"'�"1� 4B HILLIARDS HAYWAY T► �' IDEAS,ARRANGEMENTS,AND ARCHITECTURAL WORKS WEST B48 HILL WARDBLE,MASSACHUSETTS (INCLUDING GRAPHIC AND PICTORIAL WORKS) - An.6-sure p�tgn J UNDER 'THE ARCHITECTURAL WORKS COPYRIGHT Ades A M--_AI.A PGa2• PROTECTION ACT OF 1990'. REPRODUCTION OF K. InM1Ma:,t-eeDAr FIRST FLOOR PLAN ANY KIND OR MANNER IS STRICTLY PROHIBITED F MASS WITHOUT EXPRESSED WRITTEN CONSENT FROM MA FROM Reeded enaner laI&Cdel sau: � wrorisce waasx - ADAM A MORING. � �t = 4 (�1. 5a sfitia Ta CapeArd@ectcornm / \—'i are $ 29 2DI4 GAM APM �, = ��"!'1! 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SLAPED CAP TRG IV.TOP Tw MTH --- ROM MOUL,dN0 61MR ax k°BURuraa°�NsM�Btas /FT I LIMB"IN TO I" ' 9 - YImaR AND TItOd UP BOTH OF TOP TRIN I I T 7 RUSH MOUNT Hx4.IMB I _ .L _ - Tq{LL RUN UP-UNDER TOP �_.. 0 SECTION HEAD ELEVATION HEAP - te o s WINDOW TRIM DETAIL Ia r4 _ B A ft SCALE: 1 f 2 = 1 f r rlii 2ND F�.eao¢� � tL - r tc _ T, • 14 I FL.00R - RUPAis AN • rev e. � ' o ( LEFT/WEST ELEVA770N FEI p a c A L A 1/q-° z 1L o• fl � - - �____ D EXTERIOR FINISH NOTES,SMITH RESIDENCE OL ZND e�Lcyr- ,_,_, • Swnw:ALL EXTERIOR SIDING TO BE PREMIUM WHITE CEDAR SHINGLES S'TO WEATHER WITH'- O ING OIL FINISH. ALL CEDAR SIDING TO BE(INSTALLED ON WOVEN MOISTURE DRAINING BUILDING WRAP _ �.C-' 4: JUUNOROP BURRING WRAP`OR EQUAL +i •A SHED DORMERS. ALL TRIM SHOWN TO BE IX WIC 4S PAINTED ST CORNER TRIM TO BE 8'PARTED PVC AND 6 T; _ • WINDOW TRIM TO BE IYA IAMB TRIM WITH IX6 HEAD(BUILT OUT ON IX NAILERI WITH CROWN/BAND AND FLASHING;SEE DETAIL(IXB HEAD AND IX6IAMBS AT O E GARAGE OOo15) III C . ALL GUTTERS AND DOWNSPOUTS TO BE WHITE ALUMINUM.-Q \ST ERE q� -�- • WINDOWS TO BE WHITE EXTERIOR VINYL RNISHBY'ANDERSEW(4DO series)OR EQU �� AL' -G L._ �a1H1s1.ly llS__� 0ORAS MOWN, AT STANDARD WINDOWS � P�pM A JsT PLmPR Il.-aw.;,•:(Z�31.. ..— pa-mvc t12DI . ROOF SHINGLES TO BE ARCHITECTURAL STYLE ASPHALT SHINGLES. h . RAKES m BE FURRED OUT WITH(i)LAVER of 1)'BL=w WITH 1X PVC RETURN Z n „ .P,AS7DL L•L.j�'•el.a. 'Y , _ • A' .,. TRIM(in ON IXio RAKE AT MAIN HOUSE)WITH PVC RARE AND GUTTER RETU I r�•2 "I y. . ... RIDGE VENTS AT ALL RIDGES WITH Y COW.SOFFIT VENTS AT OVERHANGS. . . 011EWHAFK+S TO BE 11'ROUGH DIM.WITH PVC SOFFIT MM WOO WITH I-CONT. FRRBaff TO.BE IM PINE ON 1)(3 STRAPPING/NAILER _ z t .. -ty CHIMNEY TO BE WOOD FRAME WRN APPLIED CUT STONE VENEER WITH METAL CAP +---- - , — - - _ - -T — J • FOtiNDATOH WHERE VLS181F TO BE COVERED WITH APPLIED CUT STONE VENEER SP _ - - - • RMLINGS WHERE SHOWN TO RE PVC RAIL SYSTEM AS SHOWN • GARAGE DOORS TO BE TRADITIONAL/COTTAGE STYLE INSULATED COMPOSITE DOORS -� AS SHOWN,BY'O.OPAY OR EQUAL -CUPOLA OVER GARAGE TO BE BY"CAPE COD OIPOIA"OR EQUAL %c }-_•--.-- -----•----^ --.:._. ._._--'------ --"1 WITH COPPER ROOF AND WEATHERVANE •< � �PRO.-POSED SMITH RESIDEuI`VL. ALL STEPS/STAIRS TO GRADE TO HAVE A MAX RISER OF r .:48 HILLIAROS_MAYNAY • ALL FOOTINGS TO BE MIN.4r BELOW GRADE. - _ o � �RIGS'I'/FA,►ST�.�.EVATIDN ___ __ IN SARN5TA8LE MA L e 1/.}• ,Ito°. AAAAM MAP 16 PARCEL 044(BOOK 249 PQ l07) . - Adam A6mxdv Mna�A)A oam.L.5o;2D14 .• _ , .tom..`,1 R<�.I A.)hv;irxunP" - . 4PT earralkwomacommvctd SIDE ELEV�ONS MY - 5-41A,MA m EXTERIOR FINISH NOTES.SMITH RESIDENCE WindowSchedule-Smith Residence,48 HitUarda Hav Wav,t3amstatrte.tillA wkwm Typo Andgain mM/ - RO:scm N•M: • SIDING:ALL EXTERIOR SIDING TO BE PREMIUM WHITE CEDAR SHINGLES 5-TO ComwAft - WEATHER WITH BLEACHING Oa FINISH. A- dwblatM TW2105t0 $-0178X8'-0718- B'q" 13. ALL CEDAR SIDING TO BE INSTALLED ON WOVEN MOISTURE DRAINING BUILDING WRAP z .B -awrafta AW181 - Y-�7lSXY�7l6". B P 19 'RAINDROP BUILDING WRAP'OR EQUAL - C dddJb _-TW2442- R81ATgLP�/:7fa' .gam 3 - • ALL TRM SHOWN TO BE IX PVC 4S PAINTED WHITE. n D dgILIG TW2042. S-0t18`X 9.4.7/8' RV' - 3 • WRIIERTWMTO BE R°PAINTED PVC AND WAY SHED DORMERS, ro E' da."D - TW2W ?-21 . 'W-41V .6'V�. T • WINDOW TRIM TO BE IXA JAMB TRIM WITH IX6 HEAD(BUILT OUT ON IX NAILER) F tleuel0 - .TW2BN2. Y:8118 J(4'd:71� 2 .moth d=N. WITH OtOWlN/BAND AND FLASHING:SEE DETAIL UXB HEAD AND IX61AMB5 AT r G dmAbA TW2tOH0 - 3-0UB'X9.07ff.- Td` tL . g u GARAGE DOM) a H 4mvem � TWT D10 5-07187t Y-0-01R'- ABN,iH6TO � 8. � - 1ftleftimm TW24310 7618'X 4'-07/g' P-0:.. /3 • ALL GUTTERS AND OOWNSWIRS TO BE WHITE ALUMINUM. x • WINDOWS TO BE WHITE EXTERIOR VINYL FINISH BY (400 wrim)OR EQUAL N dgN7�. - TWN4t0. 261187C 6'#718'. NYC'--. 4 2ida - a X - Y-0t/2'X 2' .Vallee. 6 -� 8a4 a•sw .far oftvinaaw - WRHINTERIOR AND EXTERIOR APPLIED GRILLES'4OVER 0•ATSTANDARD WINDOWS Y L AW287.. Z4rXYS - ". 7 BassnedrdlMan - OR AS SHOWN. °d • ROB SXINGIES TO BE ARCHRECTURAL STYLE ASPHALT SHINGLES. • RACES TO BE FURRED OUT WITH(I)LAYER OF 1 X'BLOCKING WITH IX PVC RETURN AIDeCroomatahave l eWmftdupW Tap CRT(20'X?A'Clee)opa>Np.Utlrr dl A) - TRIM(IXI ON UU0 RACE AT MAIN HOUSE)WITH PVC RAID AND GUTTER RETURNS. - • RIDGE VENTS AT ALL RIDGES WITH 2'CONY.SOFFIT VENTS AT OVERHANGS. m rMraTays to�nTarm m 780III section f53012.T2 Hurd n rop'd by lord alb - • OVERHANGS TO BE IrROUGH DIM.WITH PVC SOFFIT TRIM(1)(10 WITH 1'CONT. VENT) . • FIRM TO BE IX6PI14E ON 10 STRAPPING/NAILER. - - - • CHIMNEY TO BE WOOD FRAME WITH APPLIED CUT STONE VENEER WITH METAL CAP • FOUNDATION WHERE VISIBLE TQ BE COVERED WITH APPLIED CUT STONE VENEER. • RANNGS WHERE SHOWN TO BE PVC RAIL SYSTEM AS SHOWN- • GARAGE DOORS TO BE TRADMOHAL/CDTTAGE STYLE INSULATED COMPOSITE ODORS _ - AS SHOWN,BY'QOPAY-OR EQUAL • - - - - • CUPOLA OVER GARAGE TO BE BM CAPE 000 CUPOLA"OR EQUAL WITH COPPER ROOF AND WEATHERVANE . • ALL STEPS/STAIRS TO GRADE TO HAVE A MAX.RISER OF a' ALL FOOTINGS TO BE MIN.48'BELALV GRADE._ - Tffa.op 3 H Iz s 101 H.(doll sAL- f IF a C F-11 O Fil 71il) 0 lzr ra,r .i'T4 O ❑ [11 18� a 1 7e --e] (D G7 I I.L.LJ WJ L_W _ bF EyF 0 © O L I ',�MAX jb I L 1•d X 0 H AH.INSJL.QAfa,9. I ` rL- -OX IS 84. - -- -- -- I I I I ———— ---—--- —— i PaPM A. SRO 20 C lo F ZONI'/SO.°U 'FI, %fi"TION i • p. t s G .a. . tl4�, ;'('a^ 's, PROPOSED SMITH RESIDENCE 48 HILLIARDS HAYWAY z K SARNSTASLE MA AAM MAP 136 PARCEL 044 BOOK 249 PG 1071 NrNIaIIR Adam AkK-&d Mavy ALA. a ai fi•BO•ZP1Q .Z—.. ..I �NRR+NcN r » s MA Ituy vvlArtlm.1;VAP FRONT ELEVATION a,Wmtlalmcaeunnoal A- 01 PROPOS D SMITH R SID NC 48 HILLIARDS HAYWAY, WEST BARNSTABLE, MASSACHUSETTS HIGH WIND CONSTRUCTION PROJECT SUMMARY48 HILUARDS HAYWAY j INSULATION REOUutEMENTs ds HH I uRDS RAYWAY. WEST BARNSTABLE,MA WEST.- STABLE MA Prepared for SMITH RESIDENCE AUGUST 2014 1,. y ' I INSULATION NOT SHOWN ON ALL SECTIONS/DETAILS. �-• 780 CUR 8TR FD.AMENDMENTS TO IRS 2009 TABLE R3012(d)11ARNSTABI.EWIND VALUE 110 MPH WIND SPEED 1. PLANS DRAWN ASSUME.MIN PRESCRIPTIVE VALUES PER 2012 IECC _ a, g - TIM PROJECT IS LOCATED IN HIGH`WIND BORNE DEBRIS REGION'WIND SPEED I IOMPH 780 CMR TABLE R3012(4) 1 "u - �S - � � � TABLE NMA.1 AND AS NOTED BELOW:C.C.To Coordinate Insulation Type, (WITHIN I MILE OF THE COASTAL MEAN HIGH WATER LINE). Sa M bdow. - •' <i -„ '- • "� '` - Saes,Lontion,Eh.And Caerd.Framing Deptb And Requirements For Insulation • RF,QUIRF.MENTS PER-WFCM"MANUAL EXPOSURE^B"AND 780 CMR 5MIJ.1.ICt1ECWJST(SEE PROPOSED COMPLETED Installation. DETAILS - y 4'" :-w p r[, 2. VALUES MIN.(TABLE R402.1.1)CLIMATE S AS APPLICABLE: • ATABS SHOW"I ITIONAL INFORMATION. M A ION. TAKEN FR FRAMING C NTRAC O FOR REFERENCE ONLY.PLEASE SEE -'� • FENESTRATION U-FACTOR=032 MANUAL FOR ADDITIONAL INFORMAnON.G.C.AND FRAMING CONTRACTOR TO MEET WITH BUILDING OFFICIAL AND P "a. x`e ARCHI LL TECT PRIOR TO START OF WORKTO CONFIRM WORK REQUIRED AND COORDINATE ALL INSTAATIONS �r' - •a o ., :, ,.i • CEILING R-VALULt Rd9A(K-38 A'T RFTR HEEL MINI . SEE S1TF.PI.ANL y " _ 'I""" '3 WOOD FRAMs W l,�.r.A-VALLIFp R20.0 1. (It}Bffi)BUILDING FIEIGDT=+/-26.OPT-SEE ELEVATIONS , '"" FLOOR R-VALUE-R30A .. .k. ..�.^"'. .-"."" ".'-,.. -• • BASEMENT WAL[r RISH9 2. $UILDING ASPECT lwn0 rtAB1E -MAIN HOUSE(MC GARAGE)L-SIFT W=38T7 �_ t 1 1(i - "` 'P.:S."r _ _ !II`.L �w`'^ -.. • SLAB R-VALUE=R10.0/4FT IjW ENCD(E BUILDING(INSCRIBED BLDG.DM)L=103FT WMFf 6.S - _ I�� ' - '. SPECIFIC PROJECT REQUIREMENTS: UW=1057465 1. EXTERIOR 2X6 WALLS TO HAVE 5 Y,"R-21 HIGH-R INSULATION LJW'=2.25 2. INSULATE ALL INTERIOR WAITS(UNFACED)FOR SOUND INSULATION. ••••USE MORE RESTRICTIVE OF IIIE ABOVE Lnva2s2 ° -- „_""�` 3. 1'FLOOR FRAMING TO HAVE 9 56"R-30 INSULATION '-' 3. WINDOWS/DOORS/OPPNWCS _ - r 4. 2N"FLOOR FRAMING TO HAVE 9 1R"R-30 UNFACED INSUL.(for sound'nwd.) PROTECT OPENINGS(SfRUCl:PLYWOOD PANELS)PER 780CMII MV1.11.2 FOR NON-HIGH IMPACT UNITS. }y - 5. 2e1D FLOOR FRAMING BELOW UNFINISHED AREAS TO HAVE+/-825"OF L NAR.ING REOUmE6fEN75 SEE TABLE 1 OF WFCM AND 780 CMA 5301.LL1 MA BLDG CODE(ON PLANS FOR REFERENCE) S. FOIR4DATloxs rS'IEMwALL rouNDAIIONs L/w=22s }, ,� - CLOSED CELL FOAM IN PLACE,R6.0/INCH(R49 TOTAL)INSUI-MIN. TABLE 3 WFCM-137 PLF UPLIFT'132 PLFLATEXU;712 PLFSHEAR ANCHORAGE LOADS 73OPLFSHEAR @SLAB _ - - - .. .r,•t$ Y (GARAGFI ML•'OROOM CEILING AREAS)FILL ALL VOIDS AND AIR SPACES ON GRADE FOUNDATIONS - 'l 6 CEILINGS TO BE+/-8.25"OF CLOSED CF.1.1.FOAM IN PLACE,R6.0/1NCH(R49 _ • 3•A9'x 6^PLATE WASHE SAND1At"ANCHORBOL7SAT24"OCATGARAGESLABON GRADE(g•12"a"Ift corn-�� �-,-,.4,.1' ,� � � � TOTAL)INSUL.MIN.R38 MIN WITH PROPER VENTS AT EAVES. Bevre83 WFCMI _ 7. CATFL CLGS.TO HAVE 2X10 RAFTERS WITH 9 Y.'OF CLOSED CELL FOAM 5 2-S"OC ABLE 3&ROUSE FRAHLNC./STEMWALL(6^-12^at bl0a rnrnera see fioarvdS WFCM) e,.. - PLACE,R6.0/-/R-5 -PER TABLE 3&FIG.S WFCM AND FOLNDATION PLAN (�- 5 TOTAL)INSUL.NO STRAPPING.FILL ALL VOIDS AND • •SLMPSON'DSPSILL STRAPS A T32"OL:LAPPED AND FASTENED TO/UNDER SUL PLATES-SEE FIGURE s WFCM { _ :' ; ' €' ''kD /*. V N� 8 AIRSPACES (DSP-545LD ALLOW.UPLIFT>I57 PLF(mWd code)X 3T'OC.-4T8 M-SLSLB.>418 LBQK SPACINC AT32"OC REQ. „ - y Y ,t ,i• _ . BASEMENT SLAB TO BE INSULATED WITH 2"RIGID FOAM BOARDS RIO AT *� 24"AT PERIMETER HORIZONTAL.• 'SIMPSON'JBTA t2.20Gn STRAP/COIL S70CIO fd 32"OC:AT RIM TO SIVD CONNECTIONS-SEE FIGURE 5 WFCM ':s y' h (ISTA 12^48OLS ALTDw�137 PLF treq'd code)X 32"0CW1na 48OLB�418 LD Q&SPACING AT 32-OC.REQ. Fill "•`^�'r"'b' ~ !-H 'T � - 9. BASEMENT WALLS TO BE INSULATED TO MIN.RI SMIN.TOTAL,+/-3"RIGID COORDINATE LOCATIONS OF ANCHORS TOAVOIDOVEBLAPS/CONFLICT'S -� ^' • r w°3,{.' b n, ". j1 m� nR INSULATION BOARD INSIDE FDN.WALL OR CAVITY WALL BATT.INSUL. • SHEAR CONNECTLONC7A6"MIN.PLYWOOD SHEATHING @ ALA.WALI S/PLATE CONNECTIONS-SEE NAILING P 't F ,-4j�' sa + - MIN(SPACED 2"FROM WALL). SCHEDULE TABLE 10 USE 7/16"02LV.PLYWOOD 730PLF SHEAR CONNECTION VALUES(3-EDGE/12"FIELD NAIL _ 6'•(ysfit `' " �: 2`('� ,l - 10.INSULATE WALLS,CEILING,AND FLOOR SLAB OF THE 4 SEASON PORCH. SPACING) �1'Yi.� 2"e 11.INSULATE ALL HOT AND COLD WATER PIPING. 6. FLOOR BRACING 9EE 3b PC.9 KTCM FOR BLOCKING PERP.TO FRAMING AT 2 END BAYS AT 46"OC.SEE FRAMING j° ''-�, E• f PLAINS FOR LOCATIONS -` ^ ". ,� _ +�'z {;,. 12.ALL CLOSED CELL FOAM IN PLACE INSULATION TO BE PROVIDED AND 7. STORY TO STORY CONNECTIONS SEE FIG.14 WFCM•LATERAL'NAlL1NGREQ ONLY(NO UPLIFT STRAPS RF.Q'D: `� ` 1 - - `•' - ^" "- „ -- - INSTALLED PER MANUFACTURERS RECOMMENDATIONS,WITH ALL VOID. All PROVIDE FULL HEIGHT SHEATHING(NUN.PER TABLE 10&/t'W FCM'MANUAL)ASSEMBLE TO AVOU)•HINGE'POINTS THIS IMAGE IS A DESIGN RENDERING ONLY-SEE CONSTRUCTION DRAWINGS IN THIS SET FOR INFORMATION AND AIR SPACES FILLED COMPLETELY.GENERAL CONTRACTOR IS _ AT FRAMING INTERSECTIONS(IF-WALL TO BOX FRAME CONNECTIONS OR EDGE OF WINDOW/DOOR OPENINGS) - - - RESPONSIBLE AND SHALL INSPECT ALL INSULATION INSTALLATION/ READERSS CONDITIONS PRIOR TO AND AFTER WORK IS COMPLETED. CONSTRUCTION DOCUMENTS (Architectural) A 9. ROOF FRAMING'DSP 2L C7RAP.cAT E /SE NOT S ON 61 OVE7. WINDOW U 6VAl1IM AND SOLAR HEAT GAIN COEFF.(SFjC4Z MAX ROOF SPAN-14FT(USE I6FT PER TABLE 12) - I► - ROOF PITCH(S)VARY 8/12MAX.Q MAIN HOUSE&12/12 @GARAGE A /� TABLE 12 WFCM 16"OC RAFTER SPACING-203 PLF UPLIFT RESISTANCE REQUIRED �i-iY�-i� •S1MP.SOM HI.5r'ALL RAFTELIS • (deOLBS PERt6^OCALLOW,>203 PLR(REQ'D CODE)XIA'-270 PER 16^0C.REQ"M-480LBS TO DE PROVIDED) • NO RIDGE STRAPS REOLIREDATSECTIONS WITH UPPER RAFTER/RIDGE COLLAR TIES PROVIDED,perwk. - ArC6l eetllre�3"DC$I TI (SEE DRAWING SECTIONS) ILL SHEAR WALLS - - • CARAGEWALLlDOORSIDEITORECE1VEtADDT1'fONALLAYEROFh^-PLYWOOD ON INTERIOR FACE. /-�damA.MOnPIoA.I.A• MA•RCp•#2.0682 • SHLARCONNECTIONS ALLwALL4 PLYWOOD SBEATIINGGa All WALLS(PLATE CONNECTIONS-SEE NAIL.LYL: c7 a7 SCHEDULE TABLE to.USE 7/16"MIN.PLYWOOD 730PLF SHEAR CONNECTION VALUES(3"EDGE/12"FIELD NAIL SPACING) 6 Hig6field Dive,5andwid6,MA OZ565 ' - Il.WALLCWDDING AND ROOFING ®.xm,wue,e A.Qnamecnu�wm..a,saou.,ce�ur.eaumo u,••..m•vv r,wes.um.vwa.u..amm Ar�rm+A • FOI:LOWMANIIFACTIIRP'RS GIIIDF.I,R'IYSFOR'IIO.MPRExP.B'INSTALLATIONS 508-566-9338 - p (� amoting@aamCaFeArc{litect.com DRAWING LIST(architectural) PLANS PREPARED UNDER: -vo COVER SHEET "N IRC(INTERNATIONAL RESIDENTIAL CODE(&780CMR s7ll ED.AMENDMENTS AND'WFCM'M&N.VAL Permit set 08-29-2014 A-1 FRONT ELEVATION EXPOSURE.B IIOMPH-PER LOCAL.BUR.DING DEFT.REOVIREMENM WITH STRAPPING AND HOLD DOWNS s�ECiPIEIH INCLUDED IN DESIGN Plans based on 2009 IRC&MA 780 CMR D 8th Edition Building Code RE A-2 LEFT/WEST&RIGHT/EAST ELEVATIONS SEE"HIGH WIND CONSTRUCTION PROJECT'SUMMARY"ON COVER SHEET and WFCM manual Exp.HBit 110MPIi AND 2012 IECC Energy Code ��G\PM A ,yRcy/ A-3 REAR ELEVATION THIS PROJECT IS LOCATED IN HIGH`WIND BORNE DEBRIS REGION'WIND SPEED I IOMPH(I IOMPH per 780 CMR �Q�1 l` A-4 FIRST FLOOR PLAN "I'ABLE R301.2(4) n -Ij N 2 G.C.RESPONSIBLE TO COORDINATE THESE CODE REQUIREMENTS AND FOLLOW COMPLETED CHECKLIST 790 SITE ENGINEERING PLANS(drawn and hired by others) o 0 -4 A-5 SECOND FLOOR PLAN CMR 5301.2.1.1 AND REQUIREMENTS OF LOCAL BUILDING OFFICIALS. 3: Sq �68? A-6 BASEMENT FLOOR PLAN!DETAILS G.C.AUO RESPONSIBLE TO COMPLY WITH 2O12 IECC.AND COORDINATION OF INSULATION �7�� Z� Mq w�C A-7 SECTIONS/DETAILS ! MSULATION REOTS M'I'HESE DRAWINGS).HVAC/EL.EC.AND MECHANICAL SYSTEMS-TESTING-AND DA ID TRULiN.PE PLS ZO�� A-8 SECTIONS/DETAILS INSPECTIONAL REQUIREMENT'S OF THIS CODE AND LOCAL BUILDING OFFICIALS. 211 MILL ROAD 4 THESE PLANS ARE VOID AFTER 1 YEAR AND NEED TO BE RE-CHECKED FOR CODE COMPLIANCE. VOID AFTER A-9 1 ST FLOOR FRAMING PLAN/DETAILS 09/30/2015 EAST SANDWICH,MA 02537 A-10 2'FLOOR FRAMING PLAN/DETAILS dcthulin@alum.wpi.edu A-11 ROOF FRAMING PLAN/DETAILS 508-888-2345 .SOIL SUITABILITY ASSESSMENT FOR ON-SITE SEWAGE DISPOSAL J M CL_ N 0 CN City/Town of BARNSTABLE Dote: 3/10/14 Time: 10:00 App. No.: TEST PIT - TP3 ELEV. - 91.6 Grovel Excavator: TORREY Health Department Witness: - —DONNA MIORANDI Soil Cobbles Consistence L!J Cn I 00 Depth Color USDA Soil Texture Horizon Stones % Soil Structure Moist Mottles 0 A. Facility Information 0-9'' 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE w Facility address: 4 HILLIARDS HAYWAY Mop/Lot: . MAP.136 PCL.44 9-38 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE N 00 Owner name: BROCKIE REVOCABLE TRUST Street address: 100 OCEAN RD - APT 106 38-132" 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE z X LO City. VERO BEACH State: FL Zip: 32963 Telephone: _J < B. Site Information N X 1. Soil Evaluation performed for: New Construction Upgrade Repair = < 2. Published Soil Survey Survey date: 1993 Scale: 1:24000 NO GW �— Soil Mop Unit/Name: Gravelly sand and pebble to cobble Limitation for Sanitary Facilities: SEVERE 3. Surficial_Geological Report Dote: 1975 Mop Unit: Old - DELTA DEPOSITS o = Geologic Material:. Old DELTA DEPOSITS Londform: NORTH UPWARD SLOPING D. Determination of High Groundwater Elevation U <0 � 4. Flood Rate Insurance Mop Panel: FM2500010011D Zone: C-AREAS OF MIN. FLOODING --.Method Used: NA Depth observed standing water in observation hole Z N 5. Wetland Area: NA Depth weeping from side of observation hole 0 -J <_ Notional Wetland Inventory Mop: Mop Unit: NA Nome: NA. NA Depth to soil redoximorphic features(matties) J N 0 Wetlands Conservancy Program: Mop Unit: NA Nome: NA _ __..__. H 00 X Groundwater adjustment (USGS methodology)6. Current Water Resource Conditions (USGS): Month/Date: 6/14 Condition: NORMAL N Q Index Well Number < ^ 7. Other references reviewed: NONE 0 _ _ - O iew Reading Dote N w C. On-Site Review Deep Observation Hole Index Well Level .� 1. Location_ TP1 E. Depth of Pervious Material TP2 TP3 TP4 TPS Adjustment actor __. _-__. Ground Elevation at Surface 93.4 91.8 94.5 91.6 Pervious material horizon(s) C - MED TO COARSE SAND 2. Land Use RESIDENTIAL Title 5 Soil Class: -- .- . _ -. . I _- Top of horizon: 38" Bottom of horizon: 132" _Surface Stones I NONE NONE NONE NONE Pervious material not present in Deep Observation Hole: NA Sloe % 20% 20% 20% 20% -Vegetation WOODS WOODS WOODS WOODS F. Certification 3. Distances from (feet): - I -certify-that I am currently approved by the Deportment of Environmental Protection pursuant to 310 CMR 15.017 Open Water Body >200 >200 >200 >200 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required Drainage Way >200 >200 >200 >200 training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil Possible Wet Area >200 >200 >200 >200 evaluation, as.:indicoted in,this--.attached Soil Evaluation Form, are accurate and in accordance with 310 CMR Property Line 16 12 12 28 15.100 throw 15.107. Drinking Water-Well >100 >100 >100 >100 l f%1 Other NA NA NA NA Z 4. Parent Material: - Q V) Unsuitable Materials Present: NA NA NA NA Date: N / Lic: SE24 1 Approved Nov. 1994 _ 5. Deep Observation Hole: - - Soil Evaluator: DAVID C. THULIN, PE PLS A. TEST PIT - TP1 ELEV. - 93.4 Grovel w Soil Cobbles Soil Consistence 100 170.00' 0o F v w Cp De th -.Color USDA Soil Texture Horizon Stones % Structure Moist Mottles -- 0 0 0-9" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE T Z o w 9-38" 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONE �` . Q N N 38-132 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE /ry r O of 2 w U w O in Cn 3 PERC ® 69"(bot) 25 GAL <15 MIN 90 in \ ., -\ 6 g �, N TEST PIT - TP2 ELEV. 91.8 Grovel w / \ p Q r 0 Soil Cobbles Consistence 6S F- Q W L'D`"OA�RZ� Pl 'G V) < Depth Color USDA Soil Texture Horizon Stones % Soil Structure Moist Mottles O 4, �� -O.D � � N � 0-9" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE VACANT c \\ U = 9-38 10YR5 4 SANDY LOAM B 0 Om r FRIABLE NONEcc 38-132' 7.5YR6 6 M-C SAND C 6 " <5% Om r GRAVELLY NONE � 3 2 c {I 1 /J" \ \� " �_ En NOTE: POCKET OF LOAMY SAND GRAVEL & COBBLE 30 0 I r _ in Z o \ \ < - < -NO G _ a � N TEST PIT - TP3 ELEV. - 94.5 Grovel %' // / j - \ " ~ 0 N - r _ / -- w >w Soil Cobbles Consistence 8a !lJ.r'.- /�� N LL � < Depth Color USDA Soil Texture Horizon Stones % Soil Structure Moist Mottles P� Q 0< 0-9" 10YR4 2 DUFF ORG. LOAM A 0 Om FRIABLE NONE ,_ "' �w w� 0 9=38 10YR5 4 SANDY LOAM B 0 �Omgr FRIABLE NONE 115 3 \A i J < 38-132' 7.5YR6 6 M-C SAND C <5% Om r GRAVELLY NONE HILLIARD S 1 —J z Q 0 25 50 75 100 125 150 175 200 225 250 275 30 325 - < 0 PERC ®74"(bot) 25 GAL <15 MIN - 001 SC LE IN FEET - t SOILS EVALUATION ` 14-007 140803 - 48 HILLIARDS HAYWAY - Site pion 6- OF 6. 500 GAL. LEACHING CHAMBER EDGE WASHED STONE U)^ 1 N U REMOVABLE LENGTH VARIES - SEE SEPTIC SYSTEM DESIGN DATA = - - - - - - - - - - - - - - - - - - - o N ACCESS COVER SEE SEPTIC SYSTEM PROFILE < Lij N 00 FOR LOCATION AND HEIGHT00 Q00 OF OBSERVATION PORT o - - - - - - - - --11F - - - - - - - -1 w COMPACTED z NUMBER OF CHAMBERS VARIES - SEE DESIGN DATA I Z x EARTH 5' MIN. N A / , A J Q <LOf NBACKFILL I wo 0 1 Ijl 1 � N x -� - - - - - - w \ _/ \ _/ I I I _ < L N w ,�, 3" PEASTONE 4 0 0 0 0 0 0 0 0 0 0 0 0 0 o I I I I U,. tn -_Q - o 0 0 0 0 0 0 0 0 0 0.o 0 0 0 0 o fl o_ 3/4..--1 1/2" N _.- - - - - - J L - - - - - - - - J :` C3 > N o00000000 0c= E= oa4o DOUBLE WASHED 00 CM =3 0C:3 dodo STONE Z I 5' � N �. LEVEL BASE yD > 000SPLASH PAD 4" INLET INVERT STONE SPLASH PA 4" PVC INLET �1 Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE PLAN FOR LOCATIONS/ EDGE OF WASHED STON<El Nw 0J - - LIMIT OF UNSUITABLE SOIL REMOVAL VARIES - SEE SYSTEM PROFILE - - UNSUITABLE SOIL REMOVALWHERE REQUIRED TO EXTEND ATLEAST 5' BEYOND-LIMITS OF STONE TRENCH. SECTION -_A—'A-- LEACHING CHAMBER DETAIL PLAN N TS SEPTIC SYSTEM GENERAL NOTES N 1. ALL. MATERIALS-AND-CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS OF THE o COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE 5. 5 w - - 2. EXCEPT -AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4" DIA. SCH40 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING w o - SEWAGE SHALL BE uj 1/4" PER FOOT AND SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER FOOT IF F 0 - NOT OTHERWISE NOTED. L) z 4J 0 v o w (n N S 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE CONTRACTOR w m z Q pi N -SHALL OBTAIN A -DISPOSAL.-WORKS CONSTRUCTION PERMIT FROM THE TOWN OF BARNSTABLE HEALTH a 0 a - - O DEPARTMENT. o X o N N Q_ 4. THE LOCATIONS OF UNDERGROUND .UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. AT LEAST - - 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE CONTRACTOR SHALL MAKE THE Ln REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233)FOR VERIFICATION OF LOCATIONS. Q o 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION OF ui m a THE TOWN OF BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND APPROVED BY Q a THE HEALTH AGENT. THE INSTALLER SHALL SCHEDULE INSPECTIONS AS REQUIRED. = N o a =Z -6. REMOVE ALL UNSUITABLE SOIL, A AND B HORIZONS FROM WITHIN FIVE FEET LATERALLY AND UNDER J' N � a THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH CLEAN SAND MEETING THE a .. V) REQUIREMENTS OF 310CMR 15.255. w 0 N oa "(NOF/yq N w 5;w DAVID90 7. WATER SUPPLY FOR THIS LOT IS PRIVATE WELL TO BE INSTALLED IN THE LOCATION SHOWN. THE < 3 00 o= _ C. PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM IS NOT TO BE LOCATED WITHIN 150' OF AN Q w a THULIN rn EXISTING PUBLIC OR PRIVATE WATER SUPPLY. m o No.29976 Q 9 CIVIL o 8. SEPTIC SYSTEM INSTALLER SHALL OBTAIN A TRENCH PERMIT WHERE APPLICABLE FROM THE TOWN =, N cl: OF BARNSTABLE AND COMPLY WITH THE PROVISIONS OF 520 CMR 14.00:. EXCAVATION AND TRENCH _ cr Z AL SAFETY Q O M. w js o 00 J M SAS DET. - INST. NOTES 14-007 140803 - 48 HILLIARDS HAYWAY - Site plan 5 OF 6 ALTERNATE SIDE CONNECTION J M SEPTIC TANK AND DISTRIBUTION BOX N01 O n I 1 - - ---- 1. TANK CAPACITY: 1500 GALLONS MINIMUM AT LIQUID DEPTH - SEE SEPTIC SYSTEM PROFILE N ao W 8"0 MINIMUM OPENING I '°` 2. LIQUID DEPTH: FOUR (4) FOOT MINIMUM w 0o00 -3. TANK CONSTRUCTION MATERIALS SHALL MEET THE FOLLOWING MINIMUM SPECIFICATIONS OR AN. ASTM V) EQUIVALENT STANDARD: Z = 0 _J _ Lo (A) .CONCRETE STRENGTH F'c 4,000 PSI ® 28 DAYS. DENSITY 140 PCF a J WIDTH (8) CEMENT, PORTLAND TYPE I OR III PER ASTM C150-96 N x 3' MINIMUM (C) ADMIXTURES PER ASTM C233-95 = INLET TEE AT (D) REINFORCING PER ASTM A615 FOR WIRE FABRIC. GRADE 40/60 R'd OR EQUIVALENT. TANK CENTERLINE (E) DESIGN-.LOADING H-10 (UNLESS OTHERWISE SPECIFIED BY THIS PLAN) _ U (F) MINIMUM WALL THICKNESS: FOUR INCHES; THREE INCH THICKNESS IS ALLOWABLE IF REINFORCED. 0 Q � LO 20"0 MINIMUM OPENING ; I . - WALL, -TOP AND BOTTOM THICKNESS MAY VARY BY MANUFACTURER AND BY DESIGN LOADING. W z N (G) THE TANK SHALL BE WATERTIGHT. 0 _j Q I 4.� THE OUTLET TEE DEPTH BELOW THE OUTLET FLOW LINE SHALL BE AS FOLLOWS: J v' 0000 LIQUID DEPTH (FT) TEE DEPTH (IN) Q ,N 0D _ ALTERNATE SIDE CONNECTION 5 14 _ 0 N w 00 PLAN (NOTE 3.(F)) 6 29 e° 3" 8 34 5. SEPTIC TANK AND DISTRIBUTION BOX SHALL BE EITHER: (A) WATERTIGHT THROUGH MANUFACTURERS SPECIFICATION AND WARRANTY, OR INLET _6 MIN. -- - (B)-MADE WATERTIGHT BY- THE MANUFACTURER, EQUIPMENT SUPPLIER OR INSTALLER USING ASPHALT OR OUTLET SYNTHETIC POLYMER SEALER SPECIFIED BY THE CONCRETE OR SYNTHETIC MATERIAL MANUFACTURER. 2"-3" 10" VARIES., - 6. • SEPTIC-TANKS, GREASE TRAPS, PUMP CHAMBERS, DOSING CHAMBERS AND DISTRIBUTION BOXES SHALL BE 4" 0 SCH40 PVC SEE TABLE CONSTRUCTED OR SET LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY PIPE AND FITTINGS -- COMPACTED. :IF,-THE COMPONENT IS PLACED IN FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITY -- — - _T 4" 0 SCH40 PVC AND TO"PREVENT-`SETTLING; 'NATIVE GROUND WITH A SIX INCH AGGREGATE BASE IS OTHERWISE ADEQUATE. - - LIQUID DEPTH 'PIPE AND FITTINGS ''7" • SEPTIC-TANKS,.-GREASE :TRAPS, PUMP CHAMBERS AND DOSING CHAMBERS SHALL BE EQUIPPED WITH _ - - - WATERTIGHT ACCESS RISERS AND- COVERS WITH A MINIMUM INSIDE DIAMETER OF 20 INCHES AND CONSTRUCTED z - - GAS BAFFLE A D - - SEE DETAIL . ER'MA > DURABLE MATERIAL A H INLET A OUTLET AN `8 INSTALL' Y PROVIDE ANY PRECAST CONCRETE TANK 'CONFORMING WITH DIMENSIONS AND CONSTRUCTION.'MATERIALS. NOTED ABOVE AND APPLICABLE PROVISIONS OF TITLE 5, HAVING THE CAPACITY AND VEHICLE LOAD RATING AS SPECIFIED FOR THIS INSTALLATION INSTALLER SHALL FURNISH DRAWING AND -SPECIFICATION_FROM THE CHOSEN MANUFACTURER .WITH SUFFICIENT INFORMATION TO DETERMINE COMPLIANCE. N o (NOTE 3.(F)) .(NOTE .3 (F)) _ U 9. UNLESS OTHERWISE APPROVED BY THE LOCAL APPROVING.AUTH_ ORITY, SEPTIC TANKS SHALL BE INSTALLED o F o w SEPARATION = LIQUID DEPTH' OR GREATER } o = WITH NOT GREATER THAN 36" FROM THE TOP OF THE TANK TO FINISH GRADE. RISERS AND COVERS SHALL BE ��., '�' PROVIDED AND INSTALLED WITH COVER LOCATED NOT MORE THAN SIX (6) INCHES FROM FINISH GRADE. RISERS a N - - LENGTH = 1.5 TIMES WIDTH-'OR GREATER - SPECIFIED.-BY- ND/OR RATING- w m AND COVERS-SHALL BE. AS SPECIFIED BY THIS .PLAN A SHALL PROVIDE THE SAME VEHICLE LOAD i o •AS AS SPECIFIED FOR THE SEPTIC TANK OR DISTRIBUTION BOX. CORRUGATED HDPE PIPE WILL NOT BE < = LiU 0- a uj SECTION A-A ACCEPTED'FOR USE AS RISERS WHERE A H-20 LOADING IS SPECIFIED., o U o cn N �HLO OF ' - -- o=� OC O c SEPTIC TANK CONC. COVER�BROUGHT TO WITHIN Q ~ THULIN y - FLOW 9" OF FINISH GRADE - RISER AND � N � o No.29976 NTS COVER TO BE COMPATIBLE WITH Z) CIVIL �o SYSTEM VEHICLE LOAD RATING 2' LEVEL SECTION ® OUTLET U = Fc z'✓P B 2" MINIMUM INLET = N o a =z 3" Ml OUTLET - - _ ' ° 5. - 5' OUTLETS Z ;i ~a VARIES INLET O� /O OUTLET i w N oQ 0. C �� 12" MINIMUM 2' MINIMUM I ) w >w VARIES SAN. TEE _ - - �. 6" MINIMUM N Q w oQ SEE S,T DETAIL 10' _ :: — o 4" SCH40 PVC - S J m � B TI - Q TI N `A A ^ � C ON, B'C 0 E B ' NOTE: SE -1 o f4 :_EL VARIES USE PRECAST CONCRETE DISTRIBUTION BOX ONLY. A FIVE OUTLET DISTRIBUTION-BOX IS SHOWN TO ILLUSTRATE MINIMUM = Z z 12' MINIMUM TITLE 5 DISTRIBUTION BOX'DIMENSIONS. INSTALLER SHALL SUPPLY A DISTRIBUTION BOX WITH THE REQUIRED NUMBER OF OUTLETS FOR THE SAS CONFIGURATION SHOWN ON THIS PLAN. A BAFFLE OR INLET TEE IS REQUIRED WHEN THE SLOPE m o CONCRETE TANK PLAN OF THE INLET PIPE IS•.GREATER THAN 8%. (0.08FT/FT) 00 s , Ln GAS BAFFLE DETAIL DISTRIBUTION BOX PRECAST CONCRETE M 14-007 NTS NTS 140803 - 48 HILLIARDS HAYWAY - Site plan 4 OF 6 .J PROPERTY LINE _ ^ J u) am N u) 25.0' p TEST PIT LOCATION ^ 00 SEPTIC SYSTEM DESIGN DATA 3 w N 00 _ O 1 �__ SAS RESERVE Z = 00 0 SEWAGE FLOW ESTIMATE J a SOURCE UNITS GPD/UNIT QTY GPD COMMENT i a < UNSUITABLE SOIL REMOVE 5' MIN. _ �` _ .SINGLE FAMILY RESIDENCE I BEDROOM 1 110 1 3 1 330 310 CMR 15.02 (13) - i 4I- - --TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER 5 0� 2 U uo SEPTIC TANK - --- - U < � It �. i SAS 2-500 GALLON CHAMBERS 0 o N z TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK Z 10.3' _ 0000 J Q SOIL ABSORPTION SYSTEM N w o CHAMBER GALLERY LEACHING AREA CAPACITY NO.' LEN _ WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL o (.ft) _ "_- _ (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) _ -' w 1500 GALLON SEPTIC TANK a 1 _ 25.0 12.8 2.0 151 320 111 237 348 PERCOLATION RATE: .-2.0 MIN./IN. . LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM 0.74 v �P�ZH OFeA a DAVID C+ 0 -- � THULIN PROPOSED HOUSE o No.29976 _- 4 vi 9 CIVIL o/S'T SEPTIC SYSTEM SOIL TEST DATA o DATE: 3/10/14 AnDIMENSION DETAIL - EXCAVATOR: TORREY of 95 1"=20' 'B.O:H- AGENT: D. MIORANDI ENGINEER: D. THULIN w o TOP FN91.0T FINAL GRADE AT 5' MAXIMUMLOCATION: 2 o V U 0 Li U J r — ABOVE MOT. EFF. DEPTH ELEV. DEPTH o v, 04 i S. RISER TO WITHIN 6" OF FIN. GRADE 91.8 0.0 M w mLi z a N 91:1 0:8 A DUFF, ORGLOA a Y N a r o 90 — — - - - B - SANDY LOAM o m o N N - F-8 PVC - 4' PVC ' 86.96 88.6 3.2 }-. � s=o.oio OP EFF. DEPT 86.9 C MED-COARSE SAND Q Ln o 0 87.7 _ F- - _ w s Q _ — — 87.13 4• PVC 86.9 POCKETS OF LOAMY x s=o.o10 SAND, GRAVEL & _ 85 _ _ — — 7 49 XISTING GRAD COBBLE Q a BOT. EFF DEPT 84.9 = N o 2' LEVEL IPE SECTION - < =z INLET TEE o z r< 10" BELOW 1500 G L - 5,00 GALLON CH MBERS 7 a - NN LIQUID OU LET TEE REMOVE AlA ID REPLACE W/4' TONE- ALL AROUND ~ SEPTIC TANK ~ N LEVEL 14" BELOW UNSUITABLE OILS WITHIN 80.8 11.0 N o< W/OUTL T FI FEET OF PROPOSED SAS N _ 80 BOTTOM 3 Qw NO GROUNDWATER Q w < 25.0' _j 0 NOTE: SEE ADDITIONAL SOIL LOGS SHEET 6 J < 13.0' 6.0' S.0' PERC RATE IN MED-COARSE SAND <5MIN/IN J (nn z < of z # VERIFY SOIL AND GROUNDWATER CONDITIONS TO = < o ui 75 5' BELOW.PROPOSED SAS PRIOR TO INSTALLATION °° 00 0 10 20 30 40 50 60 70 80 90 100 'n M SEPTIC SYSTEM PROFILE F SEPTIC SYSTEM PROFILE 14-Ool 140803 - 48 HILLIARDS HAYWAY - Site pion 3 OF 6 t / J. rM U7 0) N � 0 N N: 00 0 ~: 00 F- 00 LLI N Z O 00 = O Q v ® N X A IT 0 • # C3 aLo I IN L W o N 17 f a I _J Ul 00 • >Q � F_ 00 UNL OTHERWISE NOTED THE LOCATIONS OF 10 N w Ln WE S IS OM..SURVE-Y__DATA. IN cT s s 1 6 ° Lo I EP OR ES 011 EP C S TE UPC AD o PTIC SYTEM L TIONS SHOWN ARE FROM a B M e e MUP ss s TIC YS u GR 2 HEALTH DEPARTMEN ECORDS APPLIED TO HOUSE ° AM MA N. a RM LOCATIONS AS SHOWN I HE TOWN OF BARNSTABLE GIS. �(WDFs - AREA AVAILABLE DAVID gcy FOR SEPTIC SYSTEM z a 3 BEDROOM DESIGN _ C. _ v v1 TMtnm No.3�403GoA, 1 o'- , ui L. ` c _ W Q SEP C S TE UP AD 200 N F W ,O #32 - C E NE ING C. " r F_11 0 r O V_ W I •✓ o c� Z o w N VACANT „ Ir } o a N ® ui °D z uJ M L� o _ a o Q Y (n Q #124 AREA 150' FROM EXISTING \ o c=i o N UJ SEPTIC SYSTEM (SAS) \ C I G F O S T G A Q V) Lo o Na HILLIARDS HAYWAY Q < _ IQ S TIC YS T = N ST LE TI 19 e®, BD Z < a:Q S TIC YS M U GR ° J _ N AM MA N. 2 1 SEPTIC S EM PG 5 O_ ^ N I- 0 o BAX N 19 LLI //''��// R F- LL- 3 Q LJ H S L 0 00 3 #. . Y A A Q m 0� #148 s J r o v1 Ir t Z r = w Z 5 F W L A S m o 0 PT S P R E L S 00 J _ M 0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 c 575 600 625 650 675 WELL - SEPTIC SEPARATION x. IIII III „ . . I . „ I III II „ I I , „ III I „ � I �III I ["� I� � � � I � � „ I � � � � I � �,�J 14-007 SCALE IN FEET _ 140803 — 48 HILLIARDS HAYWAY — Site plan 2 OF 6 j r t / \ LOT 25 LOT 24 \ (n '36'30" E TOW. ARMS Ar.Lc 98 100 N 87 M _ w O N 96 _ \�� ,ClaOfr 100 170.00 — — _ / 9� / / � , _ �.I CAPE COD BAY Lrll N ao L � 00 W00 U v / ; -- 96 / DIVISION y :''a'"'r- 'a�a. RIB EAST J Or 9tqDO \ ~ n2 0 o 92 Q LIC �oPo LOCUS 0 za c� HOLWAY \ J N 00 w / 00 f- 00 O °�� . / .\ / / Ex%st/n ,Z� �,�' 0 c14 Li 00 9 z HILLIARDS O -: Z / '' \� \ / 0 House ,�� Dy N� Oy��,`P� a HAYWAY Lo - -- > C:) ST a '68 0 op -w -. ��'� T F 9i--0 POR 27.9' / �e.s_ USGS — SANDWICH QUAD o J \ [s9'S - - - - — - ---- _�, qi 7.2 2000 0 1000 2000 4000 0 TICO ig 4 `^ .` 3GSS FEET J [86 _ - .INDICATES CONCRETE BOUND ASSESSORS MAP 136 PARCEL 044 LOT 28 INv ` l I W/DRILL HOLE FOUND PLAN REF: PLAN BOOK 249 PAGE 107 L. o ''` LOCUS IS LOT 29 - o - 1 [84] \ 1�8,Z 86 - PLAN DATE: JULY 1971 0 O �� - - co T.B.M - TOP CONC. BOUND DATE OF SURVEY: FEBRUARY 3, 2014 ; `�' r - - 73.6 LOT AREA; 36,070tsf PER RECORD PLAN Li 1(96' ` o0 84 . (ASSUMED .DATUM) . , OWNER-OF RECORD: BROCKIE, JANICE MURRAY (TR) ' o - JANICE M BROCKIE REVOCABLE TRUST, = W o I ` w In I- LU Exis/ing we// o z o w , ap I /ocof/on from o N N 2 site p LEGEND W m a Z LU 80 r EXISTING CONTOUR ® WELL a Y vo-i a a a 150' FROM EXISTING f/ - 8 CU EXI�N L 8 /`50�i PROPOSED CONTOUR p CONC. BOUND '_1_ SEPTIC SYSTEM SAS f (i / ! �\ _ . -- -- 76 EXG. TREE/SHRUB LINE ,n �`" ''i ® CATCH BASIN In N �7 \ i 716 CLEARING LIMIT � TEL/CATV w Q l �. - ® 7°x2 EXISTING SPOT ELEVATION I r = f 1A- [70.2] PROPOSED SPOT ELEVATION Q a 80 < 3 18 /ice _\- 72.OB = Q =Z 6 ✓ — 67. 4 f .- ��/ Q M M I-a Ti-o17sforme1_ 9- 74 8T36 ' r 7760 145 N P VV EROSION AND SEDIMENTATION CONTROL u p V) oQ Tel. peolestal QO THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND V1 [if � Q w 72.93 \P _ CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE. ALL LAND — p ci 7�/ \ �\�� CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE. ` USE ONLY CLEAN SAND OR SAND AND Q 733`f ' GRAVEL FOR FILL MATERIALS. AN APRON OF WASHED STONE OR BITUMINOUS CONCRETE BINDER m 9 P 4 / SHALL BE INSTALLED AT THE PROPOSED DRIVEWAY LOCATION TO STABILIZE THE SITE ACCESS AND Of Eo' e.of \ \ I PREVENT TRACKING OF SOILS ONTO THE STREET. THE APRON SHALL BE IN PLACE AT THE OUTSET _j Q OF LAND CLEARING AND SHALL BE MAINTAINED OR REPAIRED AS REWIRED TO ASSURE EFFECTIVE J F p ya`��H � qSs ---- I / 1/ - EROSION CONTROL. EXISTING CATCH BASINS SHALL BE PROTECTED BY INSTALLATION OF N Of 9�, DAVID 90 r l "1 /� APPROPRIATELY SIZED ACF 'SILTSACKS' OR APPROVED EQUAL. PERMANENT SURFACES INCLUDING T Z a DAVID �G o? C PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING y Q O C. w m OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. m LL.I O NO.29976 ^�1 30 O 15 30 60 120 C J ,, c3 No.39403 Ir1 a.-P CIVIL <<,0= AEA ( IN FEET ) SITE IMPROVEMENTS 1 inch = 30 ft. 14-007 140803 - 48 HILLIARDS HAYWAY - Site plan 1 OF 6