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HomeMy WebLinkAbout0025 NORWICH ROAD - Health V 10- Mar ns Mills ��- a A'= 103 014 i I Yr6 t� Town of Barnstable °FTHE rti Barnstable Regulatory Services Public Health Division ANUnedcaCUV v SS' MA Thomas McKean,Director I Imp �A 039. �� 200 Main Street I rEn MA'S" Hyannis, MA 02601 2007 Office: 508-862-4644 Fax: 508-790-6304 May 31, 2017 TO WHOM IT MAY CONCERN: This is to document that the attached copy of the septic permit# 2016-089 for 57 New London Avenue, Marstons Mills is an official record of the Public Health Division. This permit passed our inspector's inspection on June 30, 2016. If you should have any further questions, please feel free to contact me at 508-862-4739. Sincerely, Sharon Crocker Records Keeper of the Public Health Division and Board of Health �&looll, No. Fee r THE COMMONWEALTH OF MASSACHUSETTS' Entered in co puler: Yes I/J r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,/MASSACHUSETTS application 4 Misposal Aipstem cottstr f on vermit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components' Location Address or Lot No. c O er's Name,Address,and T 1.No. t5 0€'S 33`y 89 57 I�e.�l Lnrlc ovl ^�' .1 q y� Mii I5 lgirlla./1�rtis Lzulc5�/�IS Assessor's Map/Parcel j 0,3 / I teller's Name,Address,and Tel.No.5'o$•$5 `I$�rj Des' er'sNam Address,and Tel.No.50s,51b3-ir(fl`} st�co'n • IL.a r1. e o 1 J I e.-Name,Address, 4 c, P o: a E Z ' er e tt Z�. /n OZ '-1 7 o 61 v,le r -i 6' -436 Type of Building: - e aoas Me Dwelling No,of Bedrooms G Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min,required) `_7 3�� gpd Design flow provided 3L4� �y gpd Plan Data '` S- `� Number of sheets 1 Revision Date '2— Title C I- Size of Septic Tank I Type of S.A. L 1 Description of Soil S-.1P A LC.I Nature of Repairs or Alterations(Answer when applicable) Date last inspected: • ,. T _r,i,-, Agreement: / The undersigned agrees to ensure the construction and m 'ntenance of the afore described on-site sewage disposal system in , accordance with the provisions of Title 5 of the Environments ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. d o O Date — Application Approved byft d Date U t/IoYI// Application Disapproved by Date a� for the following reasons r .� , Permit No. � Date Issued �- i --------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,"SACHUSETTS Certificate of Compliance THIS IS TO CEI that a On-site Sewage D'posal system Constructed(Y) Repaired( ) Upgraded( ) Abandoned( )by 11' l;1 rC �k 'J at (0c Y_ (''tom (� ;bas been cog in acc ce with the prpv,s'�s itle 5 end the for Disposal.System Construction Permit N ted Installer ffll(lll? . V 1' �k4 Designer fll #bedrooms Approved design flow 2 gpd The issuance of this perm shall not be construed as a guarantee that the system will ctio design-). Date g � �� Inspector ------------- I No. r. Fee THE COMMONWEALTH OF MASSACHUSETTS PURL C HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Mis//ppal 6pstem (Construction 3permit Permission is hereby granted to Construct l:Y) (Repair( ) Upgrade( ) bandon( ) _ System located at :S � ��-•-L`_G.J �.._[_><.,•..,.aC,-� .`(}(.4— 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:Constru�-og rq st be completed within three years of the date of this permit. �...__-J :!{{•,,.j'�/f� J(! Date 9 'I % Approved by r"�i'r `%ib %! i ; JI / / �• T— s;. N� -K/J_Cf�E�CI v I� �VVIJ �~ UP h 1 r-(N AWMr-rd.. z '07V G�Toa?�cr�a 7 K74--7If%ff '�t Y /v 6�� TOWN O BARN TABLE LOCATI WAGE# VILLAGE ASSESSOR'S &PARCEL INSTALLER'S NAME&PHONE NO. 0� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BE OO S _ OWNER PERMIT DATE: 3 —2-9 -1 (p COMPL NCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 Feet Private Water Supply Well and Leaching Facility(If any wells exist on a Seo site or within 200 feet of leaching facility) 2(-- V AP/ e— eet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A41A Feet FURNISHED BY o - 53 tz _ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in cOputer PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, ASSACHUSETTS YeS IYu��+G ltl 'tAtlDl� risOsaY �pstPltt �tCDn�tr iDt� hermit Application for a Permit tb Con ct( Repair( ) Upgrade( ) ?r5andon(, ) Complete System El Individual Components Location Address or Lot No. O er's Name,Address and T 1.No. Sa $33, 8 y� moils ,/ �gim�+�s 5b�1S Assessor's Map/Parcel '` j 03 Ir tap. Name,Address,and Tel.No.SOg $1as`a'y$�g Desi er's Name Address,and Tel.No.502.�3 /c(C� K T. a-C, RYA—0_0 v1 A +�-�To 0�1 3 YO yl¢ sso , POLB o (a2 6'eS ,a r M 02 `l -70 0-lo +t r d 3(0 Type of Building: ^a,Q� - Mtr—- Dwelling No.of Bedrooms G. Lot Size G V sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided LA 11 gpd Plan Date 1\' l k Number of sheets 1 Revision Date 8 --2-D "-'I l Title Size of Septic Tank (7 Type of S.A. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and m 'ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. d o, O Date 3 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. , Date Issued ..•------- --nm...w- ,p h„^, �yf'Vvri,hlA`�rgT4ry�3r�srwA 'rF }•�!y�'..' ilevVu�'w.^,�+','.•:^ ryrp .. ,,.._ w..-.,� F'�h+w",,.r.,i`++�"�._ V No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC�HEALTH DIVISION -TOWN OF-BARNSTABLE MASSACHUSETTS' Yes 9pptication for IDisposa `pstem construction Permit l v/ Application for a Permit tb Construct(/Repair( ) Upgrade( ) Abando ) Com lete System �, �� p y El individual Components Location Address or Lot No.t � � O er's Name,Address,and Tel.No. S a f�' 3 3 9819 r'�,I I$ I 0,31)y ✓' , !'qi rYlu r'�kes La�'d S bag i S Assessor's Ma /ParceYdd'' P ,,, Installer's Name,Address,and Tel.No.So g 3 3•`�$99 Designer's Name Address,and Tel.No.5 Og,5 b3')99`� R.7.&-vIiC Con I-�-LUL on J POILe .,- AsSoc , P0,80X bZ ore a- fniq 4024 H 70 L'tov,[r4' 1r� 4 o 3(o f Type of Building: a U;t-s- k c p I Dwelling No.of Bedrooms 2 Lot Size L d � sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) -Other Fixtures 1 Design Flow(min`.required) 3 h gpd Design flow provided 34$ end Plan Date 1 t" Number of sheets Revision Date "��_ j too Title o_ ryAD T I MA2N Size of Septic Tank I h S 0 6 n Type of S.A. L., !(7 o an 6 n ii hi m4v 0� Description of Soil w A Ir I Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned-agrees to ensure the construction and m intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of,Healtli Signed 'f o, 3!i Date J Application Approved by % k, Date Application.Disapproved by Y Date for the following reasons Permit No. / '(� Date Issued r t -------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CE_R IFY,t tat he On- ite Sewage.Disposal system Constructed(Y) Repaired( ) Upgraded( ) Abandoned( )by (�� �, V -Laj- at y c� t/Z_ (101�4 E as been cons cte in acc ce with the provisions Title 5 d the for Disposal System Construction Permit No. � ted Installer , V� 64 44 Designer #bedrooms Approved design flow 3 d c gP The issuance of this permit shall not be construed as a guarantee that the system will ction as design! . Date (17 G! Inspector A D C7 -------- --- -- ---•-- _ _ ---- ----------------------------�----___------- ----- -- - ----- ----------------Fee No. v THE COMMONWEALTH OF MASSACHUSETTS =PUBLfCHEALTH DIVISION=BARNSTABLE,MASSACHUSETTS �ispo aY bpstem Construction Vermit Permission is hereby granted to Construct l"Y 1 Repair((,,) Upgrade( ) bandon( ) System located at S ��'� \.Lj�r, CL_ �� ��,� INk 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 st be completed within three years of the date of this permit. Date / y Approved by ) v 1 Town of Barnstable oFT "0 . Regulatory Services °W Thomas F. Geiler,Director ' '"RMN "MAMB'� ` Public Health Division 039.'°rFp39.�A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: tv Sewage Permit# ©] Assessor's Map/Parcel J —f Installer& Designer Certification Form Designerj—DAvio , A' Installer: /� Address: 1 o Address: � 62y On3—Z-V-"I tD was issued a permit to install a (date) (inst er septic system at _� based on a design drawn by (address) 4 n b9A h5S4 C . dated (design r) 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 tem) but in accordance with State & Local ations. Plan revision or certified as-' ilt by designer to follow. Strlpoui (if req- = ecied and the soils were fou satisfactory. DA REN taller's Signature) a/Xk __1 s ITARI t D ,I er'stS!gn ure (Affix Designer's Stamp Here) PLEASE RETURN TO BARNS ABLE PUBLIC HEALTH DIVISION. CERTIFICATE w OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc w y2 . art 554 ,Psi �x e DEED: F ES,T,RICTIIO WHEREAS,'% %/✓I4,lT/s .�N 7�/E�P�s.9 L��r!dsb'�.Pfs of (ownet'sneme) fob R/c�/TaNaVR7 r/PPEk �Yf,9C?G 801J (address) is Ahe.owner of PRaP k�yO ,S 7 located (address9 MA(,hereinafter,referred"to as= a T i(14,; r48 and�bein0,shown on a plan;entitled:'Subdlyislon of!.arid in, ;f✓jtRSTvS'ti1/xG S �A,�NSBt .IVIA,Piopertyof'WJ� et al, WNrcA! PIA" duly recorded au rrt;Barnstable Gnty Re gistry Deeds in-PlanBopk Page 97 �., Or on,Land Qourt Pan°Number I WF1 EREAS;,"A�6r�✓/�rlT�s,?"i?1E2A,l AN6 3BERGrS as fhe"owner of said lot:has - . agreed with the;Town"�of Ba nstable,Board af-Health to airestricfion as to.the number of bedrooms whtch;can be°included en any,.tiame built on:sad lot pre=condition taobtalning,a;dis pliancs with,.3"10 CMR t5.00()StateEnvirorrnental;Gode;;Title V;'Minimum rement Requis fo r,the'Subsurface Disposal.-of Sanitary,Sewage WHEREAS,the,Town�of B3 unstable Board of Health,;as-a'pre.condition~to granting a disposal,works construction,permit"for aseptic system,in compliance withr3'b CMR 15:206, State,Environmental code„Title V,.Minimum f3equrrements for the Subsurface4Ltsposal of Sanifary,Sewage;and authorizing the;issuance of a building permif for;the=constructio"n of a:single;farn ly,home on this property, is requinng ihat the,agreement for tliexrestriction on,the nurobercif .bedrooms iri any house c9nstructed,on the�otbe=put on record withthe Ba'rnstat3.le County Reg�stryof}Reed's by recording tits document„ NOV,,.THEREFORE-1 , does hereby place the (owners"name)% folio,wing°restriction•-on,his above-referenced land"in raccordanee"with"his" agrcementwith theTown:of Barnstable Board of?Health,"which restriction shall run with tho,land and"bebinding uppn,all successors inrtitle: . . 1. .5'7,/1u1 l oi�o,�( ,gi,'E� B9'�nl�7gi �, may have construct>✓d (address) ' G:V.KiE;I"7MfE-IUONNQO-"11l OGALS�11TempVfemOora y Dimctory SMtple.poc, j .......... a r Bk: 28656 Pgk25 #3:980. upon the lot.a house containing no more-than -AIP (i,+badfoorriS. /A 6!mq�JTi9J�7,r pEsq'4A459E,e,-,1r agrees thatthis,shall,be permanent deed (owners name) restriction affecting"" `f8 located on/'flAXsrvNS 014i-s, MRA!,S'T,MA,-and being shown.on 1 plan:recordl d in Plan Book../37 ,Paged , Or on Land Court:Plan For title'of .4�d i�.C', 5 see the following deed Book/P395� ,•Page. 326. .:Or Land'Court.Certificate of Title Number , ! Executed-as.a sealed instrument, day of, � � Q� Owner's Ignature 0 If `signature I i s Owner's signature COMMQNwEALTH OF mASSACHUSMS _ f SS E Then personally appeared the above=named l l _ ►Gman. S � Itie�s � rrGtldl know to me.to tie the person who execut d the foregoin instrument a'nd' � a ackn6*16e g ,_. .. . ed ' the same to be free,act and.deed;before.me, y a + l Public o My CoTmissi nf°. pires. JULtAN M.BRIpMAi GSN P���►R. Notary Public, (date)- PiinoeGeorge's County Maryland My Comrnlasfon 4plreoApr.16,2016 j i .BARAIVABU REOMO DFDEMS 10114 F.Meade,Register' CO(Oct)\4F-,jv,olfNDC)-]\WCA[S�=[\TetriplT-m 6raryDirectory f For Attkhmenis(6):vpZEEnResmc[SampteiUOC j Ek 284 i56 Ps 126 >3$8:1 01%-30-20;�;S, a, 3L�x:51c Town.of Barrista•b a 68rnst8ble hoard of_Health a& 200 Ivfain Street,Hyannis MA 0-2601 2007 ottice:509-SQ4444 WAY Millet,M.D. FAX: 508=7904303 Eaul Cannif� . JathNawayanagi November 24,2014 Mr.John P. Doyle, R.L.S. 170 Cloverfield Way . E.Falmouth,NIA.02536. RE: 57-New London Avenue,Marstons Mills. A=103-014. Dear Mr. Doyle,You are.granted variances on`.behalf of your client Algimatas'Landsbergis; to construct an -onsite sewage disposal system=`at- 57`New London.Avenue, Marsions Mlills, The variances granted.are at follows: Section,397=8{ )f1)-:(f1.of the Town:.of Barnstable Code: To:install:a_soil absorption system 126 feet away from the.northerly neighbor's private Well, in lieu of the minimum 150 feet separation dlstanee required, Section 397:-8(E)(1)(f)of-the'Town of Barnstable Code: To,install'a soil absorption system 126 feet away frorn the south-westerly neighbor's private well, in lieu of the minimum 150 feet separation.distance required. .Section 397-8(E)t1HfYof the Town-of Barnstable:Code: To install a future. reserve area of the soil absorption system 113 feet,away from the. south-westerly neighbor's private well,'in lieu of the minimum 150 feet separation distance required. These variances are'granted-with the.following conditi6ris: (1) ,No.more than two (2)•bedrooms.are authorized-at,this-property. Dens, study rooms, offices,-finished attics;-sleeping lofts,.and similar-type rooms are, considered '`bedrooms° according to the MA Department of. Environmental Protection. (2) 'The applicant shall record a properly worded.:deed restriction, signed by w the oner of the property, at the:Barnstable County Registry of:Deeds Q:\WPCILE$1Doyl¢SiNewbondnMvenue2014.doc - "- _ _ �._ - Bk�2865.E Pg127 #3981 i l restricting the property to two bedrooms maximurn. A copy; of the- recorded.deed restriction shail;be submitted to the Health,Agent.;,prior to obtaining aAlsposai works constructon permit; (3) the septic:system shall be.installedriri strict.accordance with,thenrevisetl. engineered plans dated�Navember 4,.2014,. (4) The designing.,engineer shali.•supervise-the construction of the onsite; sewage disposal system and;shali':certify.n wri4irig,to the:Board ofHeaith that the system wag Jnstalled insubstantial compliance with the.revised. plans dated tdovember A,2014, ° These variances`are granted=because Ahe designing-sanitarian maximized, the distance of the new.soil absorption to the:existing neighbors'wells.tq,the bes iof hit ability working:within the small confines of this existing;parcel. 5ncer I yours, UYlay M l'er M;Q Cha Oman BARNSTABLE RECtSTRY,WDEEDS .John F, WO Register QAWP_.ILCS'Doylo57Ne%vLoadoriAvcn,ui2Oi4doo - �- 32- l/Cl^1 JP Town of Barnstable ,tom P# � De artinent of Regulatory., P Services eaartainars Public Health Division Date 163p.A 200 Main Street,Hyannis MA 02601 ' l4D A1Kl Date Scheduled 9 Time Fee Pd. �8�� v Soil Suitability ASMSSment for Sew Is o a � Performed BY: Witnessed Br , . C Location Address LOCATION& GENERAL INFORMATION S7 AIZ141 I_e A//��/✓ q 1�E/VUC Owner's Name A1-G//rJ 4 A17-e S A,0_S'BcRG/S /�/��)"`d N f /✓f/L.L.S /Address ',A0 7 R/C/1 72 COU Assessor's Map/ParceLIV4 ykPl Q 103 P�RGEG D7�L g PEr�13am �80r�°O AIM, 2077y4 NEW CONSTRUCTION � Rgpglg T J�DyL /9SSOC//:1 TE-T. Telephone# Land Use:-YA GAit/T/Gi9iP&_�TE.a Slopes(%) 0 Surface Stones Apr e45*1e1(V16:4 Distances from: Open Water Body, f ft possible Wet.Area ✓�f . BO �ft Drinking Water well ��-� ft�it/EEQ-f 1/Ac°ONC e Drainage Way. -�� 7_ft Property Line /D ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands•In proximity to holes) Y lY_ 77 31 SZ • N 39" ��� ZoT No• �8 � � 23, Za, oiS '�•F � � Parent material(geologic) Depth to Bedrock /V/.4 `= CJ Depth to Groundwater. Standing Water in Hole: NDit/E Wee In from Plt Estimated Seasonal High Groundwater !3 (cN EC. �3 Pi%�2 Ctt;CdNTv�i� Mfp b0 CH 1s 37' C>'&4.a SAs PROPoS�� � a DETERMINATION FOR SEASONAL HIGH WATER TAB, LE Method Used: �� Depth Observed standing in obs.hole: la, Depth to loll motti6s: jrt Depth to weeping from side of obs,hole: ltt, Groundwatet Adjustment fi. Index Well# Reading Date: Index Well lev61�r A ry dJ,factor Adj.groundwater vel s PERCOLATION TEST Date912/ Utne /O Arm Observation l� • Hole# 7p-/ TP-3 Time at 9" Depth of Pero 33 �-S%~ 3 3 Time at G' Start Pre-soak Time @ lOt b6= SS /d;2 6:/O Time(9"-61, End Pre-soak /D.'/8;,3 0 /O.'-37= Rate Min./Inch Z- 2. 1VJA , 2�f GAG• S'1770P.97--,01bc Site Suitability Assessment: Site Passed V Sitg Falled: Additional Testing Needed(YM) Original: Poblie Health Division Obser' tion Hole Data To Be Completed on Back----' ack---- ***If percolation test is to be conducted within 100"of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCPORM.DOC f�D VS DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. t� to ;Y.4w Y7raYe11 /o 4 /- WAY , GQ�v - �' DEEP OBSERVATION HOLE LOG Hole#L=Z Depth from -Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. sis en % e 7,5XX a v 30 ao5r-54,w /oy/Z DEEP OBSERVATION HOLE LOG Vole#.�P-3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. o i to c SyZ V?- Ale 2a ��aaTs 7,s/4 6 veq 6rMt/A;41V 694 /3z" DEEP OBSERVATION HOLE LOG Hole# -72-9-11 Depth from Soil Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structura,Stones;Boulders, Co..Si t L441?y 5410 7,04 `'/2 NO/✓t W1900TS Est S;Q" sle 04 Via y 644 0! t �z"-l32 C C09,esf 5PAId Flood Insurance Rate Map: Above 500 year flood boundmy No- Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y If not,what is the depth of naturally occurring pervious material? Certification I certify that on �%�� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis,was performed by me consistent with . the required training,expertise and experience.described in�10 CMR 15.017. Signature '� Datb Q:\S,EPTICIPERCPORM.DOC ` 1 Town of Barnstable Barnstable THE Tp� Board of Health ;n``a j BARNSTA13M MASS . �, - 200 Main Street, Hyannis MA 02601 -- i6y9 6. 2007 Ep� Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 24, 2014 Mr. John P. Doyle, R.L:S. 170 Cloverfield Way E.. Falmouth, MA 02536 RE µ57 New Lontlon Avenue, Marstons Mills A ; 103-014 Dear Mr. Doyle, You are granted variances on behalf of your client, Algimatas Landsbergis, to construct an onsite sewage disposal system at 57 New London Avenue, Marstons Mills. The variances granted are as follows: Section 397-8(E)(1) (f) of the Town of Barnstable Code: To install a soil absorption system 126 feet away from the northerly neighbor's private well., in lieu of the minimum 150 feet separation distance required. Section 397-8(E)(1) (f) of the Town of Barnstable Code: To install a soil absorption system 126 feet away from the south-westerly neighbor's private well, in lieu of the minimum 150 feet separation distance required. Section 397-8(E)(1) (f) of the Town of Barnstable Code: To install a future reserve area of the soil absorption system 113 feet away from the south-westerly neighbor's private well, in lieu of the minimum 150 feet separation distance required. These variances are granted with the following conditions: (1) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The Lapplicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds Q:\WPFILES\Doyle57NewLondonAvenue2Ol4.doc t restricting the property to two bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the revised engineered plans dated November 4, 2014. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated November 4, 2014. These variances are granted because the designing sanitarian maximized the distance of the new soil absorption to the existing neighbors' wells to the best of his ability working within the small confines of this existing parcel. Since r ly yours, p Wayne Miler, M.D., Chairman t Q:\WPFILES\Doyie57NewLondorLAvenue2Ol4.doc 1 Town of Barnstable OF SHE Tp� yP� Board of Health * =ARNSfABLE,A* 200 Main Street Hyannis MA 02601 9 MASS. b 1639• ♦0 ATfD MA'S a Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form re eived on [.�-Q� the Petitioner(s), ;Z(3 1A &r regarding the property at the petitioner(s) and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Petit r(s or Pe on s Representative Chairman Print: Print: Wayne Miller, M.D. 'Date: Date: _ Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790=6304 file q:extend.doc MAR 16,2013 22:53 000-000-00000 page 1 t t R Mstable Board of Health 200 Main Street Hyannis, MA J Dear Mr. Chairman, Mr.John Doyle has the authorization to act on our behalf before the Board of Health. Also,to represent us at the hearing for varience, re our property at 57 New London Ave. in Barnstable. Yours truly, c 4-i L '� Theresa and Algimantas Landsbergis 407 Richton-Court Upper Maarlboro, MD 20774 301-336-5250 September 30;2014 !.� a ! Official Notification to Abutters Site Location: 57 New London Avenue, Marstons Mills Assessors Map 103 Parcel 14 Algimantas and Theresa Landsbergis, property owners, have applied to the Barnstable Board of Health for a variance from the Barnstable Town Code Section 397-2 which requires a minimum 150 foot separation from a private well to a soils absorption system. The proposed separation has been reduced to 126 feet. The Barnstable Board of Health will conduct a hearing on this matter on Tuesday October 14, 2014 at 3:00 p.m. in the second floor Hearing Room of Barnstable Town Hall at 367 Main Street in Hyannis. The public is invited to attend. The contact person for this project, John P. Doyle, can be reached at 508-563-1994 if you have questions in this matter. Plans for this project are available for review at the Barnstable Health Department at 200 Main Street in Hyannis. 3 1 n �N DATE: ZpA `� FEE: > ,B LE. bsq, REC. BY \ \ 1 '1� Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: -5 7 /l,�/-I! GO/1/�OA/ �nI &AqS 7-aA1-1` L Z- Assessor's Map and Parcel Number: 111,410 120-3 A, IX Size of Lot: Z/ Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: CD/V/ T/d UT d///— APPLICANT'S NAME: ���!/�1AA1T,�S L.4N�7�Bc,Q6lS Phone 1�l'33 6 ' S2 v Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: G!M Name: AV A/ •1)oY� ifo 7 R/C/l7o Cam% !7e c/-01/E l,64.D � Address:VhOt"R 11'l41g1-&,1Z0, M-P, 2077Y Address: A'-',1CWL1n1011771 4:92s7�—Z Phone: JIV Phone: 3-i-)8-J 3'�9 �-! Jb 321.l & V s VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)c). .eEGv4/9 Tia�t/ T �APy: 3, 1 R�Qi/je�i✓lr- /.5'o fr SETB.9G,� S�T��BCk �O�Y�v io /Z6 .��. ;W, NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System,,' 1 t; N�,✓flv/94- Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances'to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC �afr.v ..vJt-47 t-/tzel( .: JpoG3Z//� VCt 7en, hcZ A? Town of Barnstable P# .� • of • Departineut of Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled 0 Time Fee Pd, 10,I)' �' v Soil Suitability Assessment for ►dew leis o a Performed By: �Ofi/it/ �JDyL E PL S Witnessed By: Location Address LOCATION& GENERAL FORMATION S 7 A1,6W DW6 O/✓ 4 k-�/YUC Owner's Name 41-6//►7 4A171 S AZP_5 B Wil, 1144 AT`e—,V_ - /Y/14 4 S /�Al�ddress � O 7 R/CA/7oAl COU� Assessor's Map/ParceLIV4,,p 103 /WC,.-1_ D/f rLing PE�Aa.11 eldle'91/1/M, 2077fG NEW CONSTRUCTION v REPAIR �-4 014 195$OC///TE S Telephone# Land Use:y_i9GAit/T Slopes(96) p Surface Stones Apr DB,S"6P 1" Distanc69 from: Open Water Body B&) it .Possible Wet gz Area ,f� 7 ft Drinking Water well 7� ft�NE44b•C 0440/VC E Drainage Way JJ 7` ft Property Une Other ft SIM,TCH (Street name,dimensions of lot,exact locations of test holes&Peru tests,locate wetlands•In proximity to holes) • /via/ ��N.�oti q�E.v�� . . 13301 37 3 9' It Parent material(geologic) NS Depth to Bedrock N Depth to Groundwater. Standing Water in Hole: NOIV& + . Weeping from Pit Roe ONE r. Estimated Seasonal High Groundwater Gw Et, y3 pi✓�2 GtDCE{DNToc1� r►�� WNl cy /s 37' ���a Sqs PRoPos,� Method Used: , TERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: I4, Depth to loll mottlol:Depth to weeping from side of obs.hole: In, Groundwater Adjustment B, s Z.Index Well# Reading Date: Index Well level____ A ,fkcl ` dlor,.,,,�_,_. AdJ,(Iroundwnter vel, Observation PERCOLATION TEST Date 9/?�5� � /O A - -- - Hole# Time at 9" Depth ofpero 33 -5/" 33"S/•• Time ntG Start Pre-soak Time p /0-06= SS ID:2 6:/O � i Time(9"-6„) End Pre-soak /D.'/$:30 / Rate Min./loch < 2- /vIV, 2Y_ A4 . S�7VP,i T2O/1 ,` Site Sultabillty,Assessment: Site passed. (/ Sitp Failed: Additional Testing Needed(Y/N) Original: public Health Division ObservutionHole Data To Be Completed on Back----' ***If percolation test is to be conducted within 100.' of wetland,you must first notify the Barnstable Conservation Division at least one(I)week prior to beginning. Q:\S EPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# iP / Depth from Soil Horizon Soli Texture .Sd'll Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders. yUsistent7y,'%rrayel) jf— LOr m �/ 7sy� '` 3�,� H + +P OBSERVATION HOLE LOG Hole# Z Depth from SollHorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsel] . ) Mottling (Structure,Stones,Boulders.Te - "��y A `o"I y 54,140 l0`=3p ,B Aqua �oA 7,SXX G/ 30`= Sg /Dy2 G/3 va cl,:4xly DEEP OBSERVATION HOLE LOG Vole#k.-27-3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o i to c e 7.s Y� G s,4,vb 514 -7 DEEP OBSERVATION HOLE LOG. Mole# 7 Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(In.) (USDA). (Munsell) Mottling (Str`ucturo,Stones;Boulders. Cos t 4 —9 " �o/�M y s,�n� 7 S7Y4 ''/z NOW6 Wj�c�Ts� y 2(0 'Z'' C, 0,¢pest sf1C✓U Sxe 4134 � VET°y 644 VC-L jp x /3 Flood Insurance Rate Map: / Above 500 year flood boundary No-_ - Yes_._ie __ "Within 500 year boundary No� Yes ' Within 100 year flood boundary No.Y Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ,YZS If not,what is the depth of naturally occurring pervious matarial? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience.described in 110 CMR 15.017. Signature '� Date Q:\.S.EMaPERCFORM.DOC f 75"1 70 i4 0 , 75 Dy 67 U l � �IV f..�-Qr�G-/fin (/�'U1 � ;)lr�dc✓f �n.15�'M F.'n r H �fll�i� o T �'7 f�Q w /u� ��rl d n/�v=`„/ Pl1nk PW'LQ.I) MeH✓� e y cf fi\-Pc,O hVC rib, s I _ 201� - 10 S. 1\v bawl id �I -------- - I � r — fli -- JAM i , 1 Bruce Devlin o.o..o... . I ¢•.d P�.Jols I � � - .e I I `nac,wx:cr�x S l iit i `2ytoJ�\sTs �"ac. •(� ' _ I S I D g (cwLC. N cu a. o< ? i s .: % \�, -t�3l.JUSyiS—wnta nci rnr_cl'rttu= - USE JCx ST ...._.....JJL t t[o iEn I'- l _LjS�C1111� C(('X'���'12%M11,iCt d�P li I I• I .—.y,;..: 5-6 _—S.c�:'__. .Z 4.. 5.2" h � • .. .._.,_..._ _ ..... Ida t __— ___ — _ on o 0 —,- 171tytl�S Kl2kEN _ l� rA i � y 0 I Cv flJ'„nl. v c� I 16 o N I i : .i 2�+RG. L2)44i`s.1'ia•Lvl MI jG ! ._ PI l hE t�.._. i ez lb CJIf NL �y •Gi 2:4 KWGE WAl�- '�2 1 ' C.)P`Y x'L{'Lr✓t l/v\r�4t QCRo I :J � � iY ; i V �: '1.0•. I -t,U` 4.0- G o' -l.O- Zo- 2.2'• {-Lo` •t:U` _ 4.Q` 'G.p•_ - 14. i I I ' O.. i 20.O` PRS� r.FIG.QR PLAZA iBruce Devlin .�µ.:„�..-;_p.. ...°..o..: _ . .... Designo �tzolp. i 'ii_suEnTu�.,Sy&ztB'rsneTe.¢ k4.IL�c�tir7 , i j2 o i2 11 1>s S7awVu�:,,G �12 i`_9yfE2L4c1t__ \ �12 SUzr M_Qnal psi I F2 ll.l W 4`vl�[QpTlO1JAl,. T I I b'ST�2APPI V S � ��•.• k aL4 f v Gy I � �il`6u lET ROCK : 2a6-P.r..c ltL 1/6En UER. .. _ -T--_ i asx __. F, to i . .-_GYL C�un�4tj.'13l-IRyGlulsy GUlnE •, 91 Ci {� a � 0 9�5" I 3.2-' I.fi 1�2'•I 6.,p..I s.i0" 4.L" I 6-O� T.C- I 4-`-_ ac{ lacy i I; zI tiff r.OY.T�G4 jil 7"J . 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YnPSk Iin�eleR c.ml ncR 5-b _.GGV_rl'Ll JU1 wIT VNr1cR C10..:iC[i UUt PNova Bruce, Devlin _•`' Design® 77423"773 _— °MWIN° 44 1 IAPPLICANT TO COMPLETE 6 SUBMIT WITH PERMIT APPLICATION AIYC Gail,1p{Vaud Consfr,rclio„h,High Wh,d Arens:110,nph 117nd Zowe AWC'Guide to Wand Cons'tn,ctiin in High Wurcl Are-:110 ph fund Zmie Massachusetts Checklist for COnlpliance(7Bnchtas3ol.2.l.pl Massachusetts Checklist for fiance(7an CRIR 5JOI.2.lA)' Laadbea;ng was Connections' 770 MPH EXPOSURE H WIND ZONE ��erk Lateral(-.of l6dwmmon nailsl...............................(Tables 7)........__:..4.53.9....[ Non-Loadbaaring Wall Oonnecgorss Compliaoe Lalaral(no.of 16d con vi n i nallal.-.:......--................(Table 8).---.............._.._...__...._._..-__..,.� _✓ ! �. • 1.1 SCOPE Lead Badd, wall Op-...gs(record tar...O n but charts ag a eni s kx m- liarv^r 9 9 Pen'9 P rg mp o TaNe 9) WindSpeed ns3.M gust.................................._........................_...._............_..............I............110 mph � Header Spans _........................_.._....._...............(Table 9)........... ._9 in.s t r Tablet 6enerel NellH SWedWe nu - 11 g Wind Expowre Calegory.........................................._..._..........._....._................... ........B Sill Plate Sp _._........_ ...__........._.............(Table 9F.. r 't th s -- Full M09N Studs(no.of stues)--......---_...._........_.. ebb 9..................._......_.... __..__._.. _ 1.2 APPLICABILITY t Non-Load Be Wall Openings cord largest opening fail check at Openings f«comp"vsca Tables 9 JointDescription '• Number of Stones(s roof which exceeds Bin 12 slope shall bo eonsidered a story)__.--sbdea 5 2 atedes Meader Span ._._..._......__...._.._........_...........(Tads B112' v (re Cum • m... :.. ' ., RaOl Pitch.._. - (Fig 2 ----yy -......_......................................._............( g ).........._......................._..., 51212 -y_ Silt Pima Spans......_.._._.._.._.........._.._................._ITede 91....._...:_........._._ E.terdheaderto king stud - Mean Roof Height.....................................................:.....IFlg 2).-.-......-.....-. - •rt 533' �/_ Full Height Said.(no:.(studs)- .. _._(T.We 9)... .. .- NOiI by.Idle ROof Framing _____._._..___.....__ i. _...,.... Building%Antis,W........._................................................(Fg 3).............................:..... .-rt 5 Bar �, F—nor Wall Sheathing to Red.Uplift and Shear Simultaneously' _..__...__.__........._.-__- �- ro havdar 1 Blocking to Rafter each entl Building Length,L_._.............._...:..............._......(FI 3 Building with Iwo rows 8 (Toe-nailed) I 2 Sd 2-tOd y .. ... 8 ).................__.................:......• _n s e0' J(„ Minimum Sundt Dimernim,W of l6d ncgs Rim Beard to Rafter End-nailetl 2-18d 3-1 Ed each end BUYabg Aspect Ratio MM........3...................._............(Fig a)................_...............__........ ,•_s3:1 v Nomimn Height of sanest opening' ...................._.._.......... ... .s e•a• i. ( ) Nominal Height of Tallest Opening ......:.....(Fg4)................................_. --'I-...y.._ at 3'o.c ........... _!;6'8' ( Sheathing Type..................._.............._......._(note a........._................._..._....kL..2N i Wall Framing Edge Nag Spacing......:._.........___..........._fiable 10ornola d'd _— 1J FRAMING CONNECTIONS Fiea Nap soadng----.__.....__.-_..........,.(raw 10)...._.__....�-.._._,..__-.__-S Top Plates at Intersections(Face•nalled) 4tfid 5-18tl ffi)olrns ; General compliance with laming wnnecbns..................(Table 2)...__.........................._. Shear comeclinn(no.W 18d cormwn naila)(7able fOF___.._._..__-._,_ ✓ Stud to$tUsl(Face-nallpd) 2-16d 2.16tl 24'o.c. r ............._.......... Patent Fu0+leyN Sheami ....._......-... ale 10)----__._.._-�_ l6d 18d 18'O.C.elo 8a' 21 FOUNDATION - 5%Addigonal SMa.t.9 far Walt with Operw%g>6•e"(Design Header to Header(Face-nailed) long ed0 ' -AnO .._.. Founotation Wag-meatsng requirements of 78p CMR 5404.1 - maid—Building Dimension,L-F..___ t FloorFraml Conhcrale.............................................................................................................................. i Nominal Hdght of TaOrs OPerirg............................................--------------.._........ 6.6.. ,. .p8 COnerete Ma .. Joist to Sill,Top Plate or Girder Roe-nailed)(Flg.14) 4-Bd 4.1 Od perjaist BO^0'....................................._.................................,._.............._...._...,....................... Sheathing Typa._.._..-......._.....___........_(rote a f Edge Nan spardrg....__--.-_....---.._.-.__Gaaa n«nee 4 glen)...-.--.._._.3_1a 22 ANCHORAGE TO FOUNDATION"' ( Field Nag S ad Blocking to Joist(Toe-nailetl) 2-Bd 2-1 Od each endp rg..__-....._._.....- ini0s(Table I1� la 5/8'SonAnchatSp Bona Imbedded or 518'Proprietary Medsedcd Anchors as an ageinalhro i.wnerete nnry i Shear W 11an fro.a!led mmnsan nallsxTabla t 7 :__..._._._..._._._------ .._.: Blocking to Sill or Top Plate(TDB-nailed) 3-16d a-l6tl Each black Boq Spacing-general................ .(i able 4)_............................. .. 2Q"_iA = 1 ' Percent FWI-Haight Sheathing_..._.__..... (Table 11).__....._-....._.._..__.___ INTERIOR Ledger Strip to Beam or Girder(Face-nailed) 3-16d 4.16d each foist , Bail Spacing from anoint of plate..........................(Fig 6)...--.-..........:............_._C. k 56'-12- 5%Additional Shea"for Wag wrtk Opening>6•a"VIE OF (Design Concepts � ZEE - BOX Embedment-concrete........_.............................(Fig S)...._.............._........_........... �h 2T ),____..._ GARAGE ..li Wall Gadding ' GARAGE Joist On Ledger to Beam(TDB-nelletl} &Bd 3-10d per)Dial Port Embedment-masonry..................................... 5)...................................._...J,�ia 2 75' ,L I Rated!On W'uM Speed?.._._......._......:_..._......._____-_._......_.____...._ _, . OPENING Band Joist to Joist(End-nailed)(Fig.14) 3-16d 4-16d per joist Plata Waaha:.__.................................................. 5).....................__............._.....2 3'x 3 x%' �,L 5.1 ROOFS Band Joist to Sill or Tap Plate Toe-nalletl)(Fig./4) 2-16d 3-16d pe Dot _ _ ,_ 3.7 FLOORS - Roo1 canting member'vans d+edkea7.....___..._.....(F«Rattlers icio qwr sr„n Tpvl,�cae eBRS weesiN) Floor training mamba a pans chadted ....................... 780 CMR Chapter 55)........................... l�. Roof Overhang.........._.....................................(Ftgure 19)........ emaBee of X Or LA. (Pa _h/ 1000-Ib strop • "... ROD}S6tulhht9 _ _ ...___._..._ ___ _... _....._..._.. Matlmum Floor Opening ammspen Openings_..s than ..............(Flg rfar............................g(Fi6). _.......... G R s 17 _ i«n or RaRx ConhroWons at loedMaring Well, ..__..-__ - _ 'I FWIimuHeight Wall Studs ed Floor lean Ilan 2 from F]Odor Wag(Fig 8)...................... .. _- Proprietary COnneclars Wood Structural Panels r0pednga ......._..... Maximum Floor Joist Satbado Latera_......._._......_..._.._..._....(Table 12F--..._....._....__.._.__..___....U=•'je{bpIf ✓ rafters or troches spaced up to 18'o.c. Bd 10d 8 edge/fi field lmumSupportingCt e edbmdng Wags or ShnnwalL_......_....(Flg 7)............................................... ft sd ✓ Lateral_....._._._......_....._.............(Table 12)-------.....___.....__.._......L=yam -� rafters or trusses spaced over 1 W 0.c. 8d 10d 4'etl e/4'field MaxMum eenillevered FbOr.blats sneer._......._.........:_._.._.........___(Table 121----_.._._.-..__..._.._.._._...5= � 2 anchor bulb with p 9 . Su rdn L.oadbaari Walla Or Shmr alI............... 8.............. R 5 tl - I PPa 9 n9 (Fig ) - FSdge SuaP Cametliona itcoYar lies not used Par page 21...(Table 13). min.2'x 2•s3/16' i gable endwall rake or rake trues w/o gable overhang 8d 10tl 6'edge/8'Oeld Floor Bratl,hg at EndwaW..........................................:......(Fig g)................. ......._................................ �[ Gable Rake WuoOken ....... (F 20 alma-shins ! Floor Sheathing T .ate gore ).......... _R S smdicr oft«L2 Nail corner sluds,rgether 1 gable endweli rake Or rake Inle9 w/structural ! Ed ' 1 Otl 8"edge!B'geld _ 9 Type............................__...................._(pa 7B0 CMR Chapter Ti5)....-..........y................ �L Truss«Rafter Connections d NonHnadtoaimg Wdls outiookers Floor Sheathing Thkknms....................._..................._..fPa 780 CNR Chapter 66............._MIA igSia -�✓ I Proprietary Cnrvhadore 2 rows ofl6d.124'.... Fim Sheathing Fattening.............................................._fTa*.2)..�dnegs at�in.edge/(a,in field _� U " ... .....__._—...__(Table, gable entlwell rake or rake truss w/lookout blacks lid led 4"edge/4-fieltl ' 4.7 WALLA _ I'aieial(io.diba mnmhon n,,nsl-Kenya?4)..................... ........_.L=llQm. I Al 6,ud optional ro Calling Sheathing Well Hdghd ! Roof Shm Thk'lmasa_-�..-._._._..._-. support inrorior Tin'zh -—--- - --- - �g - _ abPedng.v2lis:..................._.... ..(FI910 and Table ............._.... R St0' _� Gypsum r,;.% Gypsum WellbaaN.---__.- .._.-..... - Stl Ipolars .- ..... _ 7 e098/10'acid- . NNws4-0mdbmmd O% l.............................._:......._..(Fig 10 and Table 5)...................... R 520 �� Roof Shea,tug Fastmirg.._.._._...-__._.....-..(Ta�02F..-._.__._...____�_.___ We0 Stud Spacing -....................................................(Flg 10 wd Table 6 in s 24'o.a �/_ q optianOl ��_. WNI SNMBtInp.. ..•...._.......LlO 7 0`780 K(R 53 f afull be met In ft entirety.excluding uh1 sand&�ejvvp n noted g,z.b mmPN ewithnd the hold d vtramemn of Bdd wit' wau6 ____.............................:..IF4a 7a B)......................_....._..... rtsa �._ chrR 6701t.TIlen Leue is mein lW en" Yarou a-1` Wand Structural Panels i 780 t 06 Wely 1(hm _awing metal'baba end troll doxns sus not x 4.2 EXTERIOR WALLS' required CM 110 Guk1 . r r r OAS spaced up to 24'o.c. ed laid 6'edge/12'field cad Shuttle. a Steel Slap.per Fgum 5 .. G. 20 Gage Soaps Per Fig sxa If e: 1/2'and 26/32'Fiberboard Panels Ed, 3'edge/6'field Loadbearing wags................................_.._........(Table 5)..,..........................2x_V rt:W in. Upon S - 9 .. pg traps Par Figure ld =8d O13'o.c .r.r. Nonioad0earing wags..............................................(Table S)_...........................2xR" In. . 1/2'Gypsum Wallboard Stl coolers - 7'edge/70'field Gable End Wall Bratl,g s Q AS Straps per Flgu 17 (PLAN VIEW OF CORNER DErAILI ..` _ YP __� Full Height Eric-D Stood...._................_........___(Fig f0.......... ............... ip Caner ing Hold Downs. re tea end itied w186 _____—_ _—.-.—_.-_____._.___ Helg .. ) 2 FstePBom Opening ld O b 8 F ales 8 permitted Figd when 5%is added to Na p«cent hd-Might sihmWng Floc SheathingWSP Attic Floor Length........................_...................(Flg 11)............_................_.....:.._ g2Vv!] requirements i heights; 10 end 11. Wood Sirucural Penele. f G1'Pauin Ga7kg t.agN lg WSP not used)...._...........(Flg 11)..........:..._._.................__.._11 z 0.8W ]. TheTha MUam sa Olale in es6eA«wags slat M a M,Wsvan 2ln.rominal aiickness prmcure Bested 02 grads , and 2 x 4 C-Unuoua Lateral Brace to 6 S.o.a..(Fig nF........................................_............ ' 1"or leas Bit t Od I 6'edge/12'field or I x 3 eating Nmng etdpa @ 16•spacing min.W(M 2 x 4 bb W g®4 e,spadng In and/old«truss bays_ Double Too Plate . greater than 1° Too IEd 6'edge/6"field Splice Length 6�i1 --m 1/ - g ......_................_..........11,)_..........(Ta le and TableB)..:........_....._...........11.. I Splice Connection(no.of 18d common nails)_........_(Tells 6)........._........_. 1 Cornislon resistant 11 gage moMg nulls and 16 gage ample,are permitted.check IBC for dddtlenel requirements. 4811i.Unless otherwlsa stated,size-given for nails are edmmon wire sizes.BOx and pnoumade nalb of equivalent - - Imeter and equal of greener length to the specified common nail,may be substituted unless oth—lira prmlbited. 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