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0076 JOHN MAKI ROAD - Health
76 JOHN MAKI ROAD West Barnstable A = 217 - 020 - X01 --,- �i TOWN OF BARNSTABLE LOCATION 7�0 5pkti / o ti Wi &k SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL Z J:2—©,2o:��o INSTALLER'S NAME&PHONE NO. Qy:ng SEPTIC TANK CAPACITY 416 J, LEACHING FACILITY: (type) � j S`p p g c/ 026 (size) a!JX t3 NO.OF BEDROOMS p % OWNER 1ai. Yarn II;A PERMIT DATE: L ✓ COMPLIANCE DATE: ?ba/IS' 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 Weiland and Lea i Facility(If an wetlands exist within 300 feet of le ac cility) Feet FURNISHED BY Rye APO A�.= 47•S P3� 49 A4:: $� A 2F. :2o•y ,� , 63� 5 a go., 40 3 � fo •l � 3 3s'is t4.48 cS�Sb nn � N . C7 Y, 2 �Di cn cx_x e.—all .40 54 I _. _Ditch 1 I�e�f+ Electric 32 ` 2 .Easment (66'Wide) ' Y� 4 _.. 5 Wet Plot 1 �� ... -V,30 1 o \\ 2�26 :* .. Y" m Upland Plot U- Stones ' � I m13 �tel 12 !�' 0 C<a�P\ y WETLAND RESOURCE LINES 1 AS FLAGGED.BY ENSR DECEMBER 14,2006 1 1 1 � r 1 1 i i 1 1 3 iF f 1 fl . CP 11 l , 1 � fX153tN000 37'' 3 S�D�1NG N .0 top a guffar °x� EPStGS2S5 s< 5 i': .... EXISNS AU.ED.9' ? : " OVOSEO OM �� GP 36'1 10EZ�`ND '� �24 x W OFM- m 91 m F, nn n P oo CL IVICLELLAN I civil- 0 q SITE PLAN SHOWING PROPOSED GARAGE LOCATION; 76 JOHN MAKI ROAD,WEST BARNSTABLE, MA v . Y THOIVIAS (ASSESSORS.MAP 217,.PARCEL,2041) MCLLAN; P.E. PREPARED FOR: .BASS RIVER ENGINEERING PAUL HAMBLIN P.O. BOX 1163; EAST DENNIS, MA 02641 SCALE: 1"= 50' DATE: 9-14-1.7 k8-385=3426 REFERENCE: LAND COURT CASE 29636A XD �� N I.,.L Pam:} .Di ch ' h- a3 o Stone Wall I r \0� \ 1-=226.g4• .40 =Ditch-- �32 I 2 A ��.�` Electnc Easment(66'Wide 25 226 3 ♦♦ 31� m ♦�27 Wet Plot % 1 ` 8 430 1 o ♦ / � mj ♦'♦♦26 m Upland Plot Stones w ��o ► / N �z 13 .\ONe\ea� � ► h4 —0 11 ! / 1 WETLAND RESOURCE LINES ; 1 AS FLAGGED BY ENSR DECEMBER 14,2006 1 ' 1 J if 1 3 i 1 1 ► 0 I 1 1 t 1 gXB�DROOG 3 T m � 30 Pgtt�a\N43 p n a, If rno If (n s / ,g���""""1/ UBo• I i Ep'!\C 82S5gM s\ o S?S2Q, S / / D pttOp O 1p0 FROG (24 36) Y. vdE�" L o� v `w 01 S F, Ito OF� 5 J o It THOMSJ. McI.ELLAN CIVIC, .� No.36471 SITE PLAN SHOWING PROPOSED GARAGE Si - LEA LOCATION: 76 JOHN MAKI ROAD,WEST BARNSTABLE, MA HOMAS 1V1C E LAN, P.E. (ASSESSORS MAP 217, PARCEL 20-X1) PREPARED FOR: BASS RIVER ENGINEERING PAUL HAMBLIN P.O. BOX 1163, EAST MA 02641 SCALE: 1"= 50' DATE: 9-14-17 50AST DENNIS,DEN REFERENCE: LAND COURT CASE 29636A No. 1 J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appf ration for MispoBal *pstrm Construction jhrmit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete SystemIndividual Components Location Address or Lot No. 36i,,n MAKI �k Owner's Name Address,and Tel.No. Assessor's Map/Parcel 5k V007 Anr Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 506 Type of Building: 1e�, ' i _Ct u �•" ` " . 0WOr, Dwelling No.of Bedrooms t ] A Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil r �1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of thFealth. viro tal o I d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Signed t Date Application Approved by"' %1ADate -7,t �f Application Disapproved by Date for the following reasons Permit No. �,I �� Date Issued —7 1 D 1 • ..,._. ... - fir. ... ,. � �'` No. c�-(� �'r - Fee � t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes am/ PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for MispoBal *pstetn Construction j3Prinit Application for a Permit to Construct( ) Repair( ) UpgradeX Abandon( ) ❑Complete System Individual Components Location Address or Lot No. :3 0�j n M AK+ ^Rkk Owner's Name,Address,and Tel.No. j h� Assessor's Map/Parcel '� d �� pQL 14OwN (l Installer's Name,Address,and Tel.No.C o, Designer's Name,Address,and Tel.No. #J A Type of Building: IQ� Y1 � -TV)"J k Dwelling -No.of Bedrooms /► p, Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( Cafeteria( ) Other Fixtures ADesign Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. A Description of Soil a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E • oaptalodot to place the system in operation until a Certificate of Compliance has been issued by this Board of ealth. Signed Z DateVs Application Approved by L Date `7-- ► � Application Disapproved by Date for the following reasons Permit No. p �- Date Issued - �r j -------------------- ---------------------------------- THE COMMONWEALTH OF MASSACHUSETTSt P$ BARNSTABLE,MASSACHUSETTS Certificate of Compliance r`�z) `\P►N k- tail LY THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(X Repaired( ) Upgraded( ) Abandoned( )by nWSWC. 45k at__. .. VA—U Znk,, M A k(- Q A 0 has been constructed in accordance - with the provisions of Title 5 and the for Disposal System Construction Permit No•�� — dated Installer l lar, � S Designer R #bedrooms KJJ Q Approved design flow and The issuance of this permit shall not be construed as a guarantee that the system willl''fu c`lio as d-e gned. Date ( J Y Inspector 1 r No. �� Fee /.51 " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ' Misposal *pstrm ConstrULtion 3permit cc Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon System located at =1 `'' tJ 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:Conspuction must be completed within three years of the date of this permit. Date 7S Approved by ' -�— -►d �00. 6 u�c Z31- Town of Barnstable P# '. Department of Regulatory Services ° Public Health ]Division Date MAM = rsnrwarnnru, = lv a438. �a� 200 Main Street, annis MA 02601 I Date Scheduled_ d Tiine Fee Pd. So uitabilrty Assessment for Se DID ® Performed By: Ma M L16" p Witnessed By: 1. Location Address LOCATION& GENERAL INFORMATION u 74 DOWN MAK+ QQ Owner's Name FAV L m6 Lil\) W, RnM�Tngt r Address Is, R. M sPrAV_Smf- i ,AL1_S Assessor'ssVMap/Parcel: Engineer's Name THtmA(/" a-FL Ate,P£ 217/W-xO i NEW VONSTRUCTJONN REPAIR Telephone# 50 8r 36/• ltm Land Use Slopes( r'� B g'o) Surface Stones .J L Q/✓Z f; Distances from: Open Water Body Aft Possible Wet Area 7 I elI ft Drinking Water Well Nll ft Drainage Way > 5�1� ft Property Line ft Other g SKETCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands i'n proximity to holes) . N ` 00 co �S � 7 1 a.x fie ;?sb Parent material(geologic)�UTWQ S Depth to Bedrock, Depth to Groundwater. Standing Water in Hole: A)0& hi Weeping from Pit Fpce Estimated Seasonal High Groundwater r DETERMINATION FOR SEASONAL'RIGH WATER TABLi±. Methori,Used: Depth Observed standing in obs.hole: /VOnjb in, Deptll to soil mottles: E itL Depth to weeping from side of obs.hole: In. Groundwater Adjustment ft. Index Well It Reading Date: Index Well levol -,, Adj.fhctor A,�.Groundwater Level _ PERCOLATION TIES' Uute 4-,"I lime AIA6 Observation Hole# Time at h" , Depth of Perc Time at G' f Start Pre-soak Time @ V 0 - Time(9"-6") y 10 0 End Pre-soak 5 Rate Min./luch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N). A/_ Original: Public Health.Division Observation Hole 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(1) week prior to beginning. Q!\S EPT1C\PERCFORM.DOC I DEEP-OBSERVATION HOLE LOG Ilole# Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsi tency.%"gravel) t2 0 �� H Z IVA C. 2 5 ill G 2 (v� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. collsiNtency,% ra 5L 1 io � DEEP OBSER VATION MOLE LOG Holy# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Grivch 6 2.5 C DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, �2 © A SL /0 20 Gti � . �..5� • z I+lood Insurance Rate Map_ / Above 500 year flood boundary No— Yes ._.%___ Within 500 year boundary No Yes _ Within 100 year flood boundary No Yes Depth of Naturallv 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? `_I If not,what is the depth of naturally occurring pervious material? Certification I certify that on a (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 trai 'ng,expertise an exp rience described in�10 CMR 15.017. Signature Date ZZ' Q:1SEfyrlC\PERCPORM.DOC f , 1 i Z „ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS .4plitatlon for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ). A don( ) [?�Complete System ❑Individual Components Location Address or �,. . ��� �AAV\ qA W � wner's Name,Address,and Tel.No. Assessor's Map/Parcel 2-1 Z/ aan01 0 1Cl,-)— Q h 4�,qM�D\� ��r� �e5�.�t(' •pd• �/� . Installer's Name,Address, Tel.No. w'n (�;,,,� Designer's Name,Address,and Tel.No. 1i9-392 vo�� ��s �r� Type of Building: ?j l J `Vet' &n Masl,pe- Dwelling No.of Bedrooms "� Lot Size '7(yl��- 4, sq.ft. Garbage Grinder e—) Other Type of uilding It-e5 - No.of Persons Showers(:L) Cafeteria( ) Other Fixtures `� S3 5 Design Flow(main..required)(S ZO gpd Design flow provided gpd Plan Date 1' A-$ C \a10', Number of sheets Revision Date Title Size of Septic Tank VSOb Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected:. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore describ on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and noAtoace he syst in peration until a Certificate of Compliance has been issued by this B d of HIc r D I S Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �Ow Date Issued f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / - Yes PUBLIC HEALTH DIVISION TOWN,OF BARNSTABLE, MASSACHUSETTS 01ppl cation for Misposaf 6poIrm Construction i3Prmit Application for a Permit to Construct-( ) Repair(. )`Upgrade( ) A andon( ) [komplete System ❑Individual Components Location Address or L-ot Ne-44�_25p V, �Ah\,L,, Q.k t,n�i ,`wner's Name,Address,and Tel.No. -1 rC-7y y Assessor's Map/Parcel( Z 1?/ )O o ><U Y +) Q R�� �}�M1p`. \ ����e 5�� 'Or MAJA. Installer's Name,Address;and Tel No. 4--Kp� Q,, . Designer's Name,Address,and Tel.No. SD�s 5�J^'5gd(0 y: p, y 392 0098 �ASs 'k\ �ei� fh \Nee4 Type of Building: 39 603 IG Vey' 8,611A M.64pQ 1-4 - Dwelling No.of Bedrooms `� Lot Size -1&, sq.ft. Garbage Grinder(—) Other Type R2 4evk. No.of Persons Showers Cafeteria YP g S, � k � ( ) ( ) Other Fixtures 'a- Design Flow(min.required) aZO i gpd Design flow provided tae5 gpd k Cok a0�� Number of sheets Revision Date Plan Date MA ' Title Size of Septic Tank \ti 00 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to ace he sytination until a Certificate of Compliance has been issued by this B •d of Hea Signed Da e Application Approved by L Date Application Disapproved by Date for the following reasons n Permit No. 010 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by ir\'^Q����'Slrc4va l'�,� kn�.rC SP f..0 / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. / dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit-hall not be construed as a guarantee that the system will fu ctiofi as de igned. Date Inspector f� /� / ---------------------------------------------------------------------------------------------------------------------------------------- Not-, / Fee ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposai �&pstrm Construction 3prrmit Permission is hereby granted to Construct( L-+- - Repair( ) Upgrade( ) Abandon( ) System located at �0 sox"', FP V.-k `t' k W hT 6k�A)1 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 d //t Town of Barnstable Regulatory Services . Richard V. Scali, Interim Director BARNSTAB q� S 0 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel 217 ZOXo14 2OX02, Designer: 10orraM /AC�L�tiJ,P Installer: � �F��S J Address: 12 O. k3 1 t 3 Address: EAS f Pt-016 , MA O Z-64 I On was issued a permit to install a (date) (installer) septic system at Ito Ja H n} MA K l RD based on a design drawn by (address) �H o1V1 A 5 M CI-E l LAO' F F,. dated WJSE Q j 5 . / (designer) V I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I rti hat e sys em referenced above was constructed in compliance with the terms f a roval etters(if applicable) nstall ignature) cm *(Desi��g,nyeCrr;'-s�tSikdature) (AffixT04 p 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. QASeptic\Designer Certification Form Rev 8-14-13.doc 2.� g 5 �"� ����Q, _� s _... ��� - -- ! ` _. I i 4� ale l7ftk= �n �t 66, o+ 'f'uwn of Barnstable 1'H / Department of Health,Safety,and Environmental Services � Public Health Division Date 7- 367 Main Street,I lyannis MA 02601 RARMARrl. _ I. Date Scheduled 2F 97 Time Fee Pd. rso Nfi c Soil Suitability Assessment for Sewage Disposal _ �y N rJ rho Performed By ]>Pf N oJA LA ` Ow N CA iC %N(,WEEtYIrt(a Witnessed By: JC M1n LOCATION & GENERAL INFORMATION�M L L ocation Address CT J_ Jo>k J MAK-1 rt_OPr� MA, Address Engineer's Name Assessor's Map/Parcel: ' NEW CONSTRUCTION �✓ REPAIR Telephone# '�,�6'L' V^L_q t-..\-r Slopes(%) Surface Stones 5o►t_MhP 3�L 1�ti�- Land Use 41 Distances from: Open Water Body n Possible Wet Area H00 * ft Drinking Water Well A Drainage Way '_—n Property Line � '°T� —R Other SKETCI I:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Z�l •3$ , 3 s 1 .0\ ��• S 0 0 ' S(,AL9: Ir�- 50" (c�p� Wt-,lrt_ F25 A� L noN o a p�v—\ -oA O Depth to Bedrock I `� 0• ` +` Parent material(geologic) Depth to Groundwater: Standing Water in I tole: NIA Weeping from Pit Face N1 4g Estimated Seasonal I ligh Groundwater N�� - Nfi- tr,i*'O'.ea�e'�3Whr l�)z•- 'Fo�ll� DETERMINATION FOR SEASONAL.HIGH WATER TABLE Mclh N/� od Used: in. Depth to soil mottles: in. Depth Observed standing in obs.hole: in. Groundwater Adjustment n• (n(•r ---0Lv^S' I)gpth to weeping from side of obs.hole: - Ad' factor Adj.Groundwater Level V0 ���� Index Well#_ Reading Date:_ Index Well level• J PERCOLATION TEST Date 8 1 Time ID ° M Ffi, -r-� .L Time at 9" -roe Time at 6" Depth of Pere p•.po 7 vis'.OZ Time(9•'-6'•) Start Pre-soak Time[✓u End Pre-soak 2-1 °JA1 L2 v►,�h!i h Rate Min./Inch Site Suitability Assessment: Site Passed / Site Failed: Additional Testing Needed(Y/N) Original: Public health Division Observation Hole Data To Be Completed on Back-� Copy: Applicant IL DEEP OBSERVATION HOLE LOG Hole # TIi-- Dc11111 from Soil Ilorizon Soil'I'cxturc Soil Color Soil Other Surface(in.) (IISDA) (Mansell) Mottling (Structure,Stones,noulderes. %Qiayell 0 - S `IAA- -- 1 10-1fL 6/& =cl� C- �-5 1o`11'-771�i G'Z 61 t-T"t' SA b 10 vol-L-. rlrlr o: A,(7/2 SING DEEP OBSERVATION HOLE LOG Hole# TIC-I— Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,noulderes. % MGD T=1rvr 'moo--1-L SA 1-1 D /2 _ °\(� Alt'-120 G '� 5ArJD`t LOAM DEEP OBSERVATION HOLE LOG 'Hole# Depth from Soil Horizon Soil'lexture Soil Color Soil Other Surface(in.) (l1SDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 4 s- DEEP OBSERVATION HOLE LOG, . Hole# a, Depth Isom Soil I lorizon Soil Texlurc Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,noulderes. Cons 0 � ns., r i Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No '✓ Yes Within 100 year flood boundary No Yes 1'I rLM rnA`% '15 0dp l 000'1jD -7-Z-q-L- Depth of Naturals 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? 'f r5 If not,what is the depth of naturally occurring pervious material? mortification certify that on OOV 5 (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 W� the required training,expertise and experience described in 310 CMR 15.017. Signature- r`A � 0 Date S-7''1-7 - C RECEIVED 1 FEB 2 6 2015 a� j��T1'�l ; `I 1J1V 1 i ®WTH.MANAGEM _ I i VED — — — I MAR 2 5 2015PRO i i - El, Own ofBarnstable -._-_._. Old King'sHighwayCommittee { I' l �c.c.Wrti' 5:1hL- u I I 9 I— I — .. _n-�.-• h II --LI--IL-III —---- --- ' �1 I I — -- _ I I L. — mac.-,i�'Ll�i�'e<-s�:• -t�'Y'...EL.��i�T!ciN {,�'£` �'`,�:r.- iE:.:='� ys��` ' 1 �� k;Af• • r I I .Y.. n i I • e---:-_= .a V.1 fis wr _ — I171 T ,r L i t i I ! : �i t=R�t�T ��.�tino� aIG�;T EL�.icRou a W Bruc Devlin i Designs ! "" Fy 774-23"773 RECEIVED GROwTH 7 MANAGETVIENT 77 o I bJL_.Jld,�IJ J_/., i, i ��.1?�C$J iC'/ —__---_.___ •- ^-.riti2: t�_•,p.C�--� 1 � .®.cir:? i Ura � , 2r,<e-Jv,1CrN. ---o I APPROVED MAR 2 5 Z015 i ! F ;.kq•• �' zvr' L— Town of Barnstable' Al .`----..—_----___—.------------------_._......_ f fi ` ; Old Kin 's Hi hway X Committee l a r N� �-r--'� �_-�.��(�__f �` _� I� _. �--�i_'__—��_�--_._...-....�.;—_` —�,—• �'n.- �'� ^2�e�:s,..J�Ss l!=_��i .•x../ i r : __ I ice.lT _t� _S"y i r,f:.;7 L_ :'Zi rL - -- �— - Ir. uv._.. r'I' /-'O st Zlt(O JUl5i5 -1 --r '( r i " i� 45 ' �7-^-• � �. �/ emu., t>,> oc:_,.;,�,,w. / •}, Y n _ 1Fr �I, L9. �� � S't o- �'-.,.§•``` _ i .... �_?" - � �� Lo :i° �:+7:rGv rati'n. I N !• s�-L.�. .I `•� __ 1 n w .�l r+ I ,.,. ..)I,,_,. '!c �^� -- I Ctl?ifJlTl^�,»tit iy s'Tv �1'F lc£ K:I:_::�. 4' r° X ifs I - _. --- = I i`.:: L -b I '� � �i � 'i 1� � ; - I P i hR/:'..p.PY_.X,l=1 wJC�—•-0�I i l� _._ L- t 6.0". `u U" y �., 3.J" � -G.. d•O.� �'0.. i Z•Q., `'p., i G o• I I r i Bruce Devlin Design@ 774-238-0773 • j i,n_ �c j 1 I I I ' RECEIVED j i��a1 � II ifi i_I �� ; II �._ I�� ; f � i ! , !( ij;� , � i• �� 2 6�015 OWTH MANAGEMENT ! i I• �I �I !i li i I !i li'I APPROVED I � f+�=n. �� ���,.I C 26?'�a�. •4,`�u. ,�(v:f 5�..r i=. �n`R:,-bo.Lt, i ` i J� } MAR 2 5 2015 ! 1 i Town of Barnstable II ! I I S SG ;G��cR T2�<US C a': sn rro4cu.,c- 1 II / Old King's Highway I Committee I _�yl I! ,! ,` ! , ,! II I! I' .I II , ! i it 1 •� I, I I I II I - t'�s:'rs�h-+cnw^ ,a cap,_!� - • �i� - - �_---=\��.I I i !I it !' I' I% II 'I II �! 'I I I1 �I i! II I ! I I! '� I - —'j4_� li li ! I' II —f i i 1.i,_II I If- ���_.16_d9. ,'I_'+1..- -_h._u .!�.. ' ._..1:' Li:J'JI I I 1 1 i C1V�l-( Cnf...- ! � -� ' < ! I I ' ; ! it ' I t,•.' ou s�s It'c,� I I I _ � I I i r- J ilil I I I hi. � I I Ili ' II I i li I i I ! -.a_� ....P MCI c7 I. I I { ' I' ' i •! I l; j 'I I � I !I I i j �� � �I I I'i TI ; � I�'. I I i. ` w=��l=��a�e�s_�Q:?_ • I �, 1 `` �I I I I I /I I I. -� I I I 'I I ! i I I !i I, I it I II I I __.. -.:_:.__� _.. � � ✓_ , I I �I I ' I � �CL1Y:51 C1"I+.IG I nl�.,G�e. 0. Fu.� '�—� '• • i I ! ,I it I 5�„� �G. �r _ II I � ' (! �—! I I� '1.—I .u•.I I _� il,l Terz a.Cr�-e:�_.�e(i�T`*",- !I ! ,! I I i. 1 ! .i i I I;-III ! zc.us:ao.tiy>`�"bs- i ( j 'li � I I I � I f I �u u srs vi�-s ems,..��`�...�>�., ... �xt`'+•'.3.4.E cz:.�F�k. '' .I � i,- 4 '1,,�- VV �°.ar fat ?• I — .--I--_i-s--�-^-^,'--�-,--rat Ili c ruc_ Devlin 0 sr f& a / ... _... - Y 77. 38-07 VU T NC q0 � 3 ------------------ i I - - � - I I I i _ I I tl 7 r _�T I T I� 1 ; Y.__—. ._. - t .7•cx ca Tr+1'K-zt, j a�`j -u �. I jI ` � -- i e s i l I ! I ! I II I j I ii l —','-'1'� •(,.>al - I -=-I -gJNC.-M IIJ).SVN J '4Ct=iI I ! r I "�,iSl4-CWT'Q&E4Sc7C\L)<ljr.Mtw - 'nk p ROC T /�4J11.�7 �:,q.?^_i'a. $cJl•.:�wVClV 1�ti�_� f -- - MAR 2 5 2015 Town of Barnstable Old King's Highway I N I Committee RECEIVED 262015 ��®WTg�MANAGEMENT LI I I I H j 171 ! --- i i — I_ {o- j h01 rr r; r-:o��q° •-tiu L.- ! I •O a BY'fl.9.C''. DeVi41ll I j o i J fJesign@ 774-23"773 I I ii ;.F'rL:CAA2 TO CCMPLELE b SUEHIT WITH PERMIT APPLICAIION A)FC Guide fo A'ood Construction iti High VzndAreas:11I9 mph'A9nd Zone A IYCiGuhieto;Icud Corrrtrnc/IonbrNigh)Vint'Arens:/fQ inp;r[•Find Zone Massachu5ett3 Checklist fat CDamp'iiance(960 QvIIt57b1.2.L1)1 - ALYC,GratdeTo Wood Conttrrt2don in H;;rh)PmdAreas:110 mph WinofZorre ! ffimlr(Cunrcnarlmriningh fa,,,dnromr:.dt0n(nh l41Rd20nI Iv[a§sachusetts Checldist FOr Conic jance(7s0CM1153bl.Lf.l)' c ec tfor P a ( .. r:,,•P;awsetts Checl(ILgt for Cym.pGance(7pn[;K6.9RL1,).tl -......:.-... . t,--b.. LoadbaaAng wan Cdn:lawon9 / 4. . - Q check 1-alcral(no.at tbd Common naps).__,___..._.-••r-_.(Tablas 7).._...-_:_HaW._J�!!:\6kJ=__._.L _t[ a. FrmlTehlee 1g and 11 end location a(vrag ghealhln9 a!d Bulltlldg Aspect Re Up,detemdne Percent PuI1:He19ht, Cempliurco Non-Lopdbeadng Well Co-96one ✓ _ BheeWnB and Nails slog le ulremdntt sea husetts Ch knit Cam li rice Tgochlns3ol:nf.I)t h_.:__2, b. Wood SWsluml Panels shall be minupum lhlclmeya of Yp6''and be Installed as follows: t '- - us:)_..„-„ .._. ..............:.............................Ile,mph Load Bearing Wall openings(record largest opening but check all opedngs fpr comp9ar:r'G Ta le 9) Installed strength p t\,/ (r � L.Panels sh4loto Installs ads ental o studs. ...........-_. Haedar Spans __._.....__._.._. __...._._......_.(fable 9)....:.._..___...„. _1/ be t h h I . •.,..:!:-- ...-....:_.:..J3 ...,: --AAA` M horizontal nh ahaBaauro r doe i ...........__.._:......_....._......_:..:._. Spl Plsl¢Spans (fable 8 W. Op Ingle story construction.,panels shop eabutt o etlorn-pieles and top mem'er of the :.. aeaie;•,r................._.._......_._........._._..._. _—_�...,....•. I1 . Full Height Stud,(,m of studs)--_..___.•—_.__(Table 9}_.._...._...__..__. _... .'r top P ae, I . "' +•I nerceaes6in 12 slo has be<5nsidered+sro Tories 52stodas �,: non-Load Searing wall Opepfigs(record largest opening but Mack at openings norsomor^nea•^Tablet N. On two story eaisuuctfin%topper Plurals and lot attached la the lop membarofthe upperclouble lop Pis M'T..a ".u'"_ •51 plate and to bndyoLat al bottom of ned.0 pen dtec,hinard of lmver e. ..i.• :(Fg 21...:... ......:. .(-Z. s1212 �dr HeaderSPans......_._.._.......... .__._..._.___...... - De P Penal sold]be madela hand ldst .-........_�...-. �1 .:.,•::... .:.-..:....................................._..-.:..._......_.-- Sill Plano Spans...._..._.._..._.. .. ..(Table 9}'....__..._...__., 'Z36_in.512' - ' ........., ...._...._.._.._...(•9g2).........................:.._...._. ��R.53T .. �� diaweraeachment madeblanesl Iete etfNt)flbocfreming,• '� �� ....._._._.,._......_.__ 'v. HoKontel nap aDedn9 el douhle top Pmea,herd anent,end - , .r•N_........_.: ........_............_.......(Fig 3).....:_:_...............-..:._.„:•.3t'R Sett" Full HatgDt Studs(rq.afaWds)__.__..__...._._..__...ra—l9)._.._......__. .act: Pl :Ic r•...::. .•..-^•.-- .. - R5ao �L Fxlarior Wall Sheathing to Resist Uplift and Shear9lmullanaously' staggered onset sbalso. land Ho ng. an ment _ v:r L....... 1Fg3}....:...............:..........._. ,,,,,,,}}[[,, M1nim g _ems 2' um 6ui(ding Oimena)on,W �� ...:. ...........................:............._..... ti 1 P.a:ie!L:•v)'..._...................................." .a b'B-. _]� ,•:ambial H¢lehto/Tv1Ies10Penlnp .._.. __ - .: o:e:,ir. _.........._-(Fie si...... C.8.' (npie a ..,. OA?_ jr Ti.. .. 9'...._...-....... - Sheathing TYPa--._.__._..._�__......_.._ ).._.__. ste Bred at ter perflgure •Vertical W de da(rn atNei�l/(r(rWr P of ARaCI ' Edge NaO SPbU .._ „(rable,0 ornple fn. :.•::�::NcC'nC`:a Shear Carnewon( W 16d eommon.nailel dDla 10)..._._..____.�._._.._ �/ etOrWall wdli Op 9 6 cap ) _.— . . .aa..S........ o_.__...._:..:.(,_T•a••b-lee n1,i n0t.).o.s'r.•a-dte.(4O iaf sie i-gsn.a..)L...-.o._.n._'-._....:L.1,•I..Z__rO.»B~�.S__]� '�'�� _,�.._.--__)i--_."_•-{w^,i t—N w atr�am a�da9 Ch: B1 gsmrcrpmen ...................... mud $Mn Nortdnal Heghto(TllctOpnNn9.............................. d� '_t ............................... .._......__ ........... alhln9 Edge Nail Spau-ne._ _,_ _ ___ rO F0u806nON' . ! I sloYp9w *3b+irseueo . I �:':�-r':�>r'o::s imaed:M ar S!a-Prapd<1a7,-'•achanketAneaor¢as sn alferrmtiveincaemete n �Fleid Na)I Spedn _.Rehfe l/)._.__.._.:.___„........_..Yf�'_in. —I 0_ �gf l ::¢;fr::S-Sene:al...................__.............._..CTsble 4).__..._..:......._..__ i.e-_..�l_in' �.: Shear Canneetlon(m.ol t6d eemman nails) able ,.a..._..__.____._.__ t . In.56M1-12' Pema RAiel nits eafhi ab 11 _...._ T. ', :! ;{ --- nt5x h :....� 2T' _1L � Addillvnal&heemlrg,far Well wld�i OPNinB'r8'(O Igo Canred�)--/--- cn::=seamen:-eexre:e......_...:-.__--._._..-.._..(Fi95)-...__.____..._._.__.._..._ 7°� Jy . :r.:inEscmcn[-melon _(FIR ------ Ja215' �L wan Ctadain9 :. _ .._ v - <' y :vu8 ~k ,w,mst 1 ......._.._.-(F951....__._.._._._._...._._......._. Baled roc t-:er......................................._... - 7 .. 5.1 ROQFS 6 - S g Carol J_ . � •i 7B0 CMR Clapter 55)___ ., __......... Roof tramin member some MatdtetlT._.._..__:...._..(For Vertical g 1 chttke0...._...._....._..._-.(par _ ....... � , :.:.:•=epr OPenieo Clmenaien...-._.;..:._.a:._....._.•I^iode)......:,...__....._._._...__..:_ ns 12 dbeadrry ens for Pen hment Roof Overhang...._.... _....:. .. F19�M9)tseA WO Snap Tool;sae BBRS Websl[e' • d1an 2'tmm-JdenarWall(F76)..............>•:.........•^••••••. ,..-1G Trues or Refter'ConnecVons at Loa W � ` tl 1 P etude a:F(eor Openinp-)us r dot , � A■ I ED . ,.=.caJai=3c:cacVs Pop dry CCnneet /��� _ .y;,... •or 8heamall......._-.._(Flg 71....._....._..:....-...._.._._._.._.. _ i Up,R._..—..—._......_-..._.._........_(Table/2}__ ._�Plf , i 1 eM H�ntal Naiing , .. �'a.•::ucecre..F o.J¢I4U .: � • ...__._...__..__..._. ebl 12}-.....,,:__..._.....__._..__ If • _ able 12 - ...._.._..._.S--S°� f . /s'� Sheer_..__.__. (T rlobt..._.____. pl e g 1 MAR �y =_no-..vls..-.....___...__.._.....__,..-..._.....(Fg a}...._....._.. - � �L � F1ldga sbe Connet9ods,If tspllar OBS mlUsed De�Oz 2L.. abb,3)• AI\ 2 V i LE:z::I:,y Typ............_........._....._...._.._.._._.....(Per 780 CMR CIaPter55)..:_..____.._:,...__ Gable,Rake Outfoaker-_.._.:_.;.._.._..._..._,_.(Flgure O)� -.17tsemellarof2'orU2 _ 2 :I. ,:Ilan ThiGre:e......._..__............_....._......,--(par 78 nl �_ T+uss Pr Ranar Ccnned[ons at Non-Leadba.4.9Wapa -- .OCMRCtap'sr55).._. '._i_..7/din: �� n: ...:.:_.........___....._.....(Table 2)..$deai at' IniA9•/'�In Field. PmPdetera nner:tom fs-(?(al(no.of16d mmmm nal's)..(Teb t4)...........:.:................_.._.(.at{{tlb, i - _ _ :�.v I.. 15 n _ a o B s<i;ble :.:-:ci:;:.:: 'L ReelSheathln9T e'_.a._....__..._;._...._....._._.(por'Bg CMRCnapims 6a ��ii e . yp -�• SOelell>n xt Page ,.1 ......................................__.._.._(Fig lb and Tahls S)_....... e iI 51A' , I,.,an Thickness— .27/i6•WSP -�yL/ Old KIiig'S H gh(Nay _-:aJ>.z•.:rv;:..:ta...._......._.............._...:.......__IF 10 arM Tabb S)._.::...._...._:_l�{:I_R 520' I RoaCSM1eathfig'Fastening__„...._—._.._-.__.._.(Tab 2)..._-.__..__.__..- Committee � ♦♦ ..............::..........:_........,...............(Re 1.0 and T.Llt S)..,_..:._.._.._ :c S,2f.P for Panel Attach - Committe .. c NoteY ...__....(Fgs766)......__.,..___......,.___." ,R s¢' 7.'Tlds chectdlitshall be metro its enOrety,exdudfng Us apedMqrxptheolV_In 2,W.&alp.-an id held net Vertical and el aTng o W.PIY Ifeet j60 CMR b307.21.iltem'7.If No eherhfia-t is met In Ws BnOrelylpan Na WlaxNrg metal sfmb9 Arid hold do—er¢non .•. .. .::'t:.V:,=�l'3' mCulmd Pare WFOM'110 mph Guide: L;M1 - taelSba s erRgureB RECEIVED ..::a,::earl ..znc........._..............__...._............._...(Teh1e•b):? _.......`�'. Q'i Ga eS Os FTgure - �/ a S P P .:.::.d_sp(iSv.i:is......._..................._.._._.__....(Table SJ.::.• ......_.. ` p.,'8 L.In. —p' ..___ � - .. UV'g � Figure Pe 14_t1.- (Fg 10)._._...._........._._.._._v.:..__ _....-... •V' IS sW iln.13— is. '1eb :•-•�='_-_,-- -.'::y vnews!is9h:s.............::.....•.__......_.... R2WTa .17 a, Corner end ehea g ..y'.'.n[c Fla:rl•:ngte.....__............._..._._.:.........(Fl91ii..._..........._.....___...._... .. t: pdon:'Opening hirei[T ko/-u0p to shall Pami,t�te 1 R209kJ r g�ch dwfion SX is sided td the percent(ull4teight Odn r .c;,�;,Ccil(ng Ldngtn(((N•SP not _.,...,:.__........._.__,...._._�_ ThArementsahown ableat and 11. - ! ,_ �®O� �0 2 x i Co::l:nuaus t-xterel Bnaco(q 6 R.ec_(Rg ti}...._..._.:._._...._._..._ --• --� L bottom sip plate In ek.dor%all.shall be a minlmdm Y R r oMna4th l n ers pressure treated f-grade C i [ii::g:urdag tPs(P.,•16'spadna min.with2x4 blockln<@41L npadng in enejolRdrWssbays:�/ I • _ �� �,� Len-(h . .. (Fg 13t,nd Toble 6).........._.__._.__._. ?itL e _ . ..-.._..._._..__. _.._...---' Carragica.na'of l Edwmmpn nantj.....___(?able6)-._--.-..___.._..._.__..._ ® �� ��� i _ G MANAGEMENT / DOUBLE TOP RLATE -- HUMPH EXP,56URE B WIND ZONE Yeble 2.General Nailing Schedule. .JOINT DESCRIPTION Number of '•Number of.Nail Spacing _ 1 Common Nails BowNells - I Rbbffrdning DOUBLE HEADER . + SlockNgte'Refter(Tea-nageQ) 2-ad 2-Ift each and - v � I Rim Boaic to haltdr(End nailed)' 2-18d. ,b18d each end Wel)franing \ ` FULL'.. '' :.. REa41REMENT9 AT F1 CH END OF-HEADER Top Platen at-Intenections(Faca-nallert 4-16d 5-16d .at)o)n(c �d T)INIh1U•1 "b'%' ;;': •. Stud I.Snd Face-nailed) 2.18d 2,-1fitl. 24'o.a ( g HEADER.E,PAN' fkicAD_R NUMBER,QF UPLIFT . .. 1Gd 16d 16'o.c.along edges ,�_J ..:(r�� 9TWDSGHT riBJ �fLaERA` Q_'•: „•_ Header toHeader(Feca:nalled) n.a 1 JACK STUD:. - To sTuoEXTEND Ee JOlet'fo SIl,Top Plate or.W.,(TbaNelled)(FIg.<4) i' 4�d '4-tOd 'per joist .2� 'r2-2Xsy -1 2-Il. 152" 1 Blocking to Joist(ToaRlalledj 2-dd 2.10d eSon and- WINDOW SILT.PLATE • 3i :'2-2X4 2 416 198.. i Slocking.to Slg Or Top Plate(Toe•naged} 3•ied 4-18d' each block' - I g•i'f. 3-1bd 4-16d en h1101t4' to' Order see-natle - ' I pti,;r:.' Ledger Snip Beam or Girder CF ,d) 2. 754 3b4 �` 3;Bd 3-10d Per)olst _ - - __ - - , :h'r Joist on Ledgento:Beam(Toe•NeB4 i :•:,• Bend Job:to Jolet(End,nalled)(FIg4) 3 A 16d ar st 6cl P )ol Bend Juba:to Sgl or Top Plate(Toenelisd)(Fig.14) 2--8d, '3•t6tl per fool . 41.)i'. :I 'Roof Shelthlna- 0i ��-AGB 3 9lfiA' 4f2 I Stncturel Pen la '-- _;..: TOP PLATE Wood a .. ad ?Od'. 6'edge/6°field .. - 8� ,2 2XIZ ,3•. .I.IOb538. 1 ' ::•: TO NEAD6TQ WITH Rafters oT.uussas spaced upto 16'o:o. _ __ I ' _ NAL eCNo'DULEX); ;ry - ad tOd _ .4'e el4°field.. /__.- ___._____ __ ___ _________ _ ___- .9, .L3-2XIG. _.. ' I \ red coMHON ,:'•:.! Two Ro�Te3 OF O.� Rafters rc trustee spaced over l6'oc,' .!• •.r;__ ____ .:'__ _;S,__ 3. i 1' Gable etdwmfl rake or rake toss w/o gable ovetMmg' 8d. 10d 8'edga/B'field 'Ai a°o.e. r •Get}le ertlxall rake or IakeJruss wl aWclur'a1 dot look! Bd i0o AV edge/6'field •4 .- • 10' '.t3-2XI2 S Ir385• - bb0 I i e ' ,.Gable A[dwall.rake'orroke truss W/lookout hlgckr ad i0d ':4'edge/4°field .e0•a.ed•6 .^d•p ,`G•e d `d•n.`d•a .�d•a .tld•r, If' '4-2XIE I .4 1.524. iZCa I iNait schedule Gelling Slaathin9' c!5',1 a'eo, 1a,i' ..a,•.° 'a, a y \a o <,^s. I. ,., .� •� ode na^e l :N.H.,h do 15re°ANCHOR BOLTS WITH GYD�m Walibo8td has 7" F +{��(t�f s'r/�•• ,,ll IiXTakwR i. .. a� ANCHOR BO.LT5 AND• N:v-=rV 1'� f:i� CJ" Sd we, adge110°field eo d e0'4 �d•e ed•mP^v. ed•e i1 hRLJL 9, oi,3'o-c 3•x,'PLATE WASHERS - a,4' ,o ,o,•. o� 'WALL O'P' N I- - Vle•)or ,°. ^. a 3°XD`XVT°PLATE WA9WER'.'.• ,e, - i WanshattrilGB• '4 I1�1 L >ADBEAi; 1I G' WALLS S .. ;a I cAltnce VYobd'SblAulal Panels .¢dn �d.•e na Oro•�dd•6 d•a'.'d•a d'A d•o do .ed..•? i t, p Studs speed uP N24'o.o. ad ,Od 6'edge!12'field J P p ed',`1} 3°edge/6'geld o;• ,ee• ,e,• 'a,• r< i4'and 2532°Fiberboard oriels 8d tioolers 9 'a••a ,e' a' ,^• , ! �_. �?�__ ( f• Y+'G9Psun WallbaarE 'T'ed eld0'deld •e ed•A• 0•A, ad•4•ed•a da ed•4 ed•A•eda•aA•d `' ( ) ( e 9 '.<:•. 1 ..d,','e:�b;'.'c,.b. •Woodliloctural,Panels ed•e_dd•6•.dre•.e'd•a•.od'. °d•o•.ed•e•.eda ed•e .. . 1"or let: I ad tOd 6•edge/12'geld:• Greater Pin l' .. 16d 6'edge/6°aeld 7+ -nod � I i I Nail sd,adue - c ed mmmpn - (:1)Comsfon resistant 11 gage nails and 16 gage staples'ars: riTIRed 0heck fBC foradc onal raquiromanfs.- _ t 3- Nall:Unless otherwise stated,SIzl:e 9(ven for nails are wrnnlgn wire c1cei.Box and phlwmatichalls of uluw4ehl dianater and equal or greater length to the sploolfied'oomr(ion nHis may be 9ubslltule0 unless otherwise'.. ! ` -• � � prollDlted. � f � r - : scut:_f.1':3 •^ Io'":'"+r J .__E 1 24'-0" 24'-0" r 12-0" 12-0" . HARVEY 2442 DOUBLEHUNG a 4'-" [_1J ON 9'-0" 3'-4" 21 6 AL R �ccESS - HARVEY zAAR6VEY VS U 7 BATH �I EL A31 DOUBLEHUNG S LIGHT TEMPERED L VE J I UP i 1._6. 2'6"x 6'6° L T-10' 4 HARVEY O HARVEY F. �' STORAGE s �1 GARAGE11 HARVEY HARVEY - o o A31 A31 y c in `O n or A A A A A5 ® A5 A5 A5 HARVEY HARVEY _ HARVEY A31 A31 _ 2446 _ DOUBLEHUNG r SLIDING BARN DOOR 4 I 3'0"x TO" TO"x TO" I II ACCESS ,ACCESS PANEL I I�ANEL Y I I 4 I I I c 3.0••x T,O„ 3,0„x T.O. c � I 16'0"x 9'0"O.H.DOOR HARVEY HARVEY CONC. APRON DOUBLEHUNGI I DOUBLEHUNG I L= LINE OF BEAM ABOVE 4'-0" 16'-0" 4'-0" 24'-0" ) 24'-0" FIRST FLOOR PLAN IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS SECOND FLOOR PLAN CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) Q SMOKE DETECTOR UFACTOR FENESTRATION UNFACTOR REVALUE UE R--VA UE[LING I WOOD FRAMED WA L RLOO�UE IS RpVA UENT WA L RKVSA UENT SLAB CRAWLR E PACE WALL 0.30 MASS, 0.55 49 M.113+5 30 15/19 10(4FT.DEEP) 15/19 Iry AMMEND. ©CARBON MONOXIDE DETECTOR NOTES: }�� y ITIAe � 7 ?24 . ® HEAT DETECTOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. Ld` 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIORf OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL {-g 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS bttr.Y_LhE.r��, i u+ 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR t.� ~ OS2E. e -.tF &R13 CAVITY INSULATIONTHE ERROR DESIGNER SHALL BERE IFIEDFOUND IF ANY SCALE : DRAWING NO. , 1 1 ERRORS OR OMISSIONS ARE FOUND ON NEW GARAGE FOR. 1/4" — �,-011 DRAWING B Q® COTUIT BAY DESIGN, LLC COSEDRAWIN,THEBR TO DINGCTOF CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD IN THESE DRAWINGS FONSTROR THE CONTENT HE DESIGNER OFMY ERRORS OR OMISSIONS Al COMMENCES WITHOUT SOELYI FOR TH HAMBLIN RESIDENCE DATE : MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. 1 THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED,ANY OTHER USE OF 11/14/2017 THESE DRAWINGS REQUIRES GHT THE WRITTEN 76 JOHN MAKI ROAD WEST BARNSTABLE, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE ARC HITECTURAL COPYRIGHT PROTECTION ACT OF 1890. L4x 4x 1/4" L4 x 4 x 1/4" WELD TO WELD TO BEAM BEAM EXTEND STEEL BEAM BEYOND W8 x 10 STEEL BEAM - 12 6 3-1 3/4"x 9 1/4"LVL 3-2 x 10's 2 x 10 CEILING JOISTS WINDOW HEADER 10'-6" 3'-6" TOP OF PLATE III IIIIII [fill ® ® 12 SECTION @ HOIST BEAM �12 SCALE: 1/2" = 1'-0" - mA TOP OF PLATE ATKNEEWALL N SECOND FLOO SUBFLOORiN 0415 TOP OF PLATE n<Q. E,IC. J. y, . � 3, HILI a�. 30"SQUARE CUPOLAii hi 31 VERIFY ALL DETAILS J r W/OWNER&MFR. o � c c , W8 x 10 STEEL BEAM FOR HOIST _TYP.ASPHALT ROOF SHINGLES _4 TOP OF FOUND. - L El 3s6" NOTES: TOP OF PLATE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FRONT E L E VAT I O N ® ® &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, TYP.PVC 1 x 8 FASCIA,FRIEZE,& _ DETAILS,&FINISHES IN THE FIELD WITH OWNER SOFFIT BOARDS TOP OF PLATE m 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT AT KNEEWALL FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS If IIIIII SEC SUBOFND FLOOR i LORry STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TOP OF PLATE 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING TYP.PVC x6 CORNERBOARDS 7•) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS Im ill Ll 11 If H 11 H H 11 LI H 11 If I I If I I I 1 11 11 11 11 11 lilt TYP.W.C.SHINGLE 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF SIDING 5"TO o ALL SIMPSON COMPONENTS WEATHER 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 6o TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 0 DURING FRAMING CONSTRUCTION TOP OF FOUND. 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED LEFT ELEVATION SLIDING BARN DOOR 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY VERIFY ALL DETAILS W/OWNER EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. 36'-0" 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED III/ THE DESIGNER DRAWINGSSHALL PRIOR NOTIFIED IF ANY NEW GARAGE FOR: SCALE DRAWING NO. COTUIT BAY DESIGN, LLC ERRORS OR THONSAREG CONTN III\ THESE DRAWINGS PRIOR TO START OF 1/4„ = 1'-0„ CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD IN THESE DRAWINGS FONSTROR THE CONTENT C THESECRAWI HO IF CONSTRUCTION MASHPEE MA. 02649 COMMENCES WITHOUT HAMBLIN RESIDENCE DATE : A � THE DESIGNER OF ANY ERRORS OR OMISSIONS. D.My THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 THESOF E DRAWINGWNER REQUIRES THEW WRITTSE EN THE DESIGNER NDERTHE 11/14/2017 THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 ACONSENT CT OFE980FRALCOPYRGHTPROTECTION 76 JOHN MAKI ROAD WEST BARNSTABLE, MA NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2.10E EACH END —30"SQUARE CUPOLA - RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END . VERIFY ALL DETAILS WALL FRAMING: W/OWNER BMFR. TOP PLATES AT INTERSECTIONS(FACE NAILED) 418E 5-16tl AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'0.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 48d 4-1 Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2.1W EACH END TYP.PVC 1 x 8 RAKE BOARDS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 316d 4-16d EACH BLOCK W/1 x 3 DRIP BOARD LEDGER STRIP TO BE OR GIRDER(FACE NAILED) 316d 4-1 6d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 38d 310d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3.16d PER FOOT 12 5.5 ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO I6'0.c. Sd 10d WEDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8C 1 W 4'EDGE/4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d W EDGE/6-FIELD TOP OF PLATE W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d --- 7'EDGE/10'FIELD 12 WALL SHEATHINGIII]If IIIIII fill : m D L PAN PLY O �12 STUOSSPACED UPTO24'o.c. Bd 10d 6'EDGE/12'FIELD 1111 11 if III[[ i/2'8 25132'FIBERBOARD PANELS 8d 3'EDGE/6'FIELD 1/2'GYPSUM WALLBOARD Sd r EDGE/10'FIELD TOP OF PLATE FLOOR SHEATHING: AT KNEEWALL WOOD STRUCTURAL PANELS(PLYWOOD) _— 1'OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD GREATER THAN 1'THICKNESS 10d 16d 6'EDGE/6'FIELD O SECOND FLOOR fv SUBFLO.R TOP OF PLATE ouai+ 24'-G" 0 I I BEAM FOR CHAINFALL ✓ I I " I I I I I I I I I I I I TOP OF FOUND. I I —— ______________________________________________________J__________ REAR �LEVATION- ERTOP DEFLATE III �IIP MlE � m-1 v.uva sys m TOP OF PLATE srnly AT KNEEWALL m6�i.16 D<vnW D��i.S 6 vuY IFwRR tD IPJ Gn 1¢I1RY N @1-BE i21s ECOND FLOOR ,m��m �vlrx UBFLOOR IIUUIII TOP OF PLATE m IrAvm v1'M m m.ax —— imv'.�� was w r am wrlwl.s wm saan mac w 4u rvwmc arw:.:mmc aa-e�n e.n rvxmc on[i Pso¢�s a�w�i samaa I�m+1r¢O@®ice c�awi m mnc��r�slwnmc x w�vm1 sasmo c� 60 0 xa r�.11.•wwrz v49d n rwuoo aau n LPDwr mia TOP OF FOUND. 0 0 11 1111 11 111 f.. _ Irma o��mo�rt r RIGHT ELEVATION O.H. DOOR DETAIL SIDE ELEVATION . 36'-0" NO SCALE I��/ ERRORSTHE DESIGNER DRAWINGS L BEPRIOR NOTIFIED IF ANV NEW GARAGE FOR. SCALE DRAWING NO. B I ( * COTUIT BAY DESIGN. LLC CONSTRUCTION. C ION.THONSADING COD ON III\ THESE DRAWINGS PRIOR TO START OF 1/411 - CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD IN THESE DRAWINGS FOR THEONSTR CONTENT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENCER WITHOUT NOTIFYING MyERRORSOROMISSE HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 THESOF E R INGOTEQUIRES THE THE WRITTEUSE N 11/14/2017 FAX 50� 539-9402 THESITECTUNGSREYRIGHTPROTECTTEN 76 JOHN MAKI ROAD WEST BARNSTABLE, MA ( CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 24'0" 24'-0" BALLOON FRAME W/ MID-HEIGHT BLOCKING I P I I I I I I z POST cm mT 2-1 3/4"x 14"LVL z J q o I y O I Ow IF I I 2-1 3/4"x 14"LVL I 0 w � w v oI 'T o 0 w o 0 0 0 w w A Y A A5 A5 A4 I A5 az dw �d Nw y 0 �N I I m 3K,2J < 3K,2J I I I o I I I I I 3K,2J 3K,2J I I I I I 3-1 3/4"x 9 1/2"LVL HDR. 4K,2J 3-1 3/4"x 11 7/8"LVL HEADER 14K,2J 7,2J 2K,2J SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS @ 48'o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF TYPICAL ASPHALT SHEATHING 24-0 ROOF SHINGLES 24'-0" 5/8"CDX PLYWOOD SHEATHING 2x,ORAFTERS ,S#FELT ESIMPSONER ROOF FRAMING PLAN USE SIMPSON H2.SA HURRICANE CLIPS WIND WASH AT ALL RAFTERS ENDS BARRIER �� 3'0"WIDE ICE/WATER SHIELD NOTES: SECOND FLOOR FRAMING PLAN ALUMINUM DRIP EDGE 1.) ALL ROOF RAFTERS TO BE 2 x 10's 1 x 3 STRAPPING W/ 1 x 8 FASCIA BOARD UNLESS OTHERWISE NOTED 1/2"GYPSUM BOARD 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1 x 4 SOFFIT BOARD AT ALL RAFTERS ENDS 1 x CONT.VINYL SOFFIT VENT I 1 x 3 SOFFIT BOARD 3.)VERIFY GUTTER TYPE/LAYOUT TYP.2 x 6 WALLS 1 3/4"CROWN W/OWNERS O 1 x 6 FRIEZE BOARD (i 2,iLF:'iV1.'4l DETAIL AT WALL SCALE: 1/2"=V-0" ERRORSNEW GARAGE FOR. SCALE : DRAWING No. COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR START ON THESE DRAWINGS PRIOR TO START OF 1/4„ — 1'-0" CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD IN LL BETHESE DRAWINGS FORHE C THESE DRAWINGSIF CONSTRUCTION NG THE MASHPEE MA. 02649 COMMENCES WITH ARESUT OELYIFORTH HAMBLIN RESIDENCE DATE : A4 DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 ACTOFE1990RALCOPYRGHTPROTECTION 76 JOHN MAKI ROAD WEST BARNSTABLE, MA 11/14/2017 F-------- -------------------, TYP. ROOF CONST. 12 24'-0" I -2 x 10 ROOF RAFTERS @ 16"O.C. -5/8"COX PLYWOOD ROOF SHEATHING 2 x 6's @ 16"o.c. 12 16"DEEP CONCRETE -ASPHALT ROOF SHINGLES 9 -15LB.FELT PAPER FOOTING(SEE DETAIL) -SPRAY FOAM INSULATION(R49) -2 x 12 RIDGE BOARD -SIMPSON H 2.5A HURRICANE CLIPS 12 " I I AT ALL RAFTER ENDS 5.5� // W8 x 10 c o -ICE/WATER SHIELD AT BOTTOM STEEL ------ ---------� I 3'0"OF ROOF /// BEAM �\�\ -PROP-A VENT BETWEEN RAFTERS I N 12"CONCRETE FOUNDATION I I -WIND WASH BARRIERS r WALL W/#4 HORIZONTAL BARS -ALUMINUM DRIP EDGE 2 x 10's @ 16"o.c. TOP OF PLATE I "— AT 12 D.C. VERTICAL BARS AT 12'o.c. TVP.1/2"GYP.BOARD -0 30"x 30"x 12" '-0 / - ON 1 x 3 STRAPPING L— CONCRETE FOOTING STAIR PLATFORM I / @ i6"o.c. \ ` .T.4x6POST I I TYP.WALL CONST. o I I I I 1.2 x 6 STUDS @ 16"o.c. c STORAGE TOP OF PLATE 2.1/2"PLYWOOD SHEATHING AT KNEEWAIL I I I I 3.6"(R=21)BATT INSULATION 3/4"T&G PLYWOOD I 4.1/2"GYPSUM BOARD SUBFLOOR-GLUED&NAILED SECOND FLOOR 5.W.C.SHINGLE SIDING SUBFLOOR I I I I 6.TYPAR EXTERIOR VAPOR BARRIER I 8"CONCRETE FOUNDATION WALLS I I 14"I-JOISTS @ 16"D.C. TOP OF PLATE TO 4 0"x 20"CONCRETE ADE.FOOTINGS I I I I 5/8"FIRECODE GYP.BD. ON 1 x 3 STRAPPING @ 16,, 0. IN GARAGE CONT.SOFFIT I I I N VENTS I I GARAGE I I ' (4"CONC.SLAB 4 PITCH 2"TO O.H.DOOR I I - W/6 x 6 W W F EMBEDDED I I GARAGE A I I I I A A5 AS (4°CONC.SLAB i I I I PITCH 2"TO O.H.DOOR W/6 x 6 WWF EMBEDDED TOP OF FOUND. I I I I I I I I P.T.2 x 6 SILL R10 RIGID W/SEALER 4 I I I I INSULATION l i i t I 4:1SLOPE NftmlI I �A� @ SECTION GARAGE I I I DROP TOP OF WALLS I+ AT ENTRY&O.H.DOOR I I LOCATIONS .email i 12"THICK CONCRETE ?�"+O �g'e " L-------- --------------� I iv I WALL(3000 PSI) �&� e.Fri i. {? " I ----- ----------- I -- S.ONC.--------------------- APRON Eo I f 3'-9" 16'-6" 3'-9" 24._0" i SECTION a@ REAR WALL FOUNDATION PLAN #6 BARS @ 12"o c VERTICAL I SCALE: 1/2" = 1'-0" I 6-12" INSTALL 5/8"ANCHOR BOLTS AT 24°o.c.MAX. GARAGE SLAB FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES i PLACE BOLTS WITHIN 6%15"OF EACH OF PLATE CORNER AND TO A 8"MINIMUM DEPTH r #4 BARS @ 12"o.c.HORIZONTAL I I I #5 BARS 12"o.C. r-w In P.T.2 x 6 SILL W/SEALER @ o * L 24"o.c. 4 I a Z v Sir .F.i"l •T to w I e a I.A fJ7lL' ANCHOR BOLT DETAIL - ` .. I SCALE: 1/2"=1'-0" NEW GARAGE FOR. SCALE DRAWING NO. BI ( COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR FOUND ON lu\ THESE DRAWINGS PRIOR TO START OF 1/4�� ' WILLCONSTRUCTION,THE BUILDING BE RESPONSIBLE FORT E CONTENT OR 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION CoMMMASHPEE MA. 02649 THESERAWIN SMESOELYINGTHE HAMBLIN RESIDENCE DATE : �� DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES GHT THE WRITTEN 76 JOHN MAKI ROAD WEST BARNSTABLE, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER11/14/2017 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 15.WORK LIMIT LINE(HAY BALES OR SILT FENCE)TO BE INSTALLED PRIOR ` 28 29 / 3 pN TO CONSTRUCTION. �. 1 1 / N� ' 1 1 / I l i 2 rn Upland Plot 1 � 1 2 1 CONCRETE HEADWALL St nes , � 2 PIPE INVERT=29.7 ,� I 54' DECK 10' �z 13 I � �e\e6 P�J�� �o 34 -,U' 10. 6'12 52' PROPOSED bh m 14' 3 BEDROOM 18. / h4 �' DWELLING i --------- prch 8- 10,14' 1 _ /� i 3a ---------------- ---- - ----�,- II PROPOSED DWELLING i LEAVE 40 / NATURAL 7� PROPOSED 1 3 1 , :� REDESIGNED ► WADDLES ' 1 APPROVED \ i I r� r ENCROUCHMENT Y' I AREA=2157 SF �' n c 3 `. 5 1Il Ilp 3 BEvgout-, cn pWE�L 43.0 top i / WETLAND RESOURCE LINES 1 ,%: / U a w AS FLAGGED BY ENSR p �i "'� p(on rn o THOMAS J:McLEL , P.E. DECEMBER 14,2006 ��/ ,i / St m 59 , 6 0 3 / BENCHMARKAT h`1d '�` �? ��1 to-6 o SITE PLAN CATCH BASIN GRATE ELEVATION=39.9 l (NAND 88) ��p 6� LOCATION: ' POSED NS 76 JOHN MAM ROAD, WEST BARTABLE,MA �L/f 0 FROM 4 P GPF�`GE 24 X 42,5 th-7; 7.5' PREPARED FOR: j 1 KEY: 42 PAUL HAMBLM l EXISTING CONTOUR: -——- - PROPOSED CONTOUR: •------------ l n — 43 - s�,��. �-• � DATE: 1-20-15 j O EXISTING SPOT ELEVATION: 25.5 ' 3 REVISED:4-21-15 SC1,�LE: 1" -o � - -�---� PROPOSED SPOT ELEVATION: 25.5 �4 TEST HOLE: C.0 UTILITY POLE: t'�' �• ` ,fig y BASS RIVER ENGrNEERING. FENCE LINE: ,r .L N HYDRANT:-& �: � �; I`, 5 dirt piles j RETAINING WALL: ® i left from P.O.BOX 1163, EAST DENNIS,MA 02641 `� construction y.. coQ \\\\ 508-385-3426 OR 508-364-9048 i i 13'-5" 4'7" 5•-7 5'-T' 6-5" 6'-5" 6'-5" 2'-7" T-5" T-5" HARVE HA VEY VEY 6'6, 2046 444 20 DOUBL UNG PIC URE D UBLEHUNG A H3 HARVEY RAILINGS REQUIRED IF HAR HEIGHT ABOVE GRADE 6 FROM PORCH IS 30"Of - RAILINGS REQUIRED IF DOUBLEHUNG m HIGHER HEIGHT ABOVE GRADE FROM PORCH IS 30"OR p HIGHER H3T, H3 \\ NEW \ 9'0"X 6'11" S U N ROOM HARVEY / \ FOLDING 2446 \ SCREENED DOOR (VAULTED CEILING) DOUBLEHUNG COVERED / \\ PORCH PORCH \ w / I DECK \ / I \ 25'-0" \ Z / I \ r c? _u / I EXIST. EXIST. BATH EXIST. KITCHEN Q BEDROOM NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FIRSTFLOOR PLAN &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION LEGEND. 8•) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOODFRAMEDW FLOOR BASEMENTWALL BASEMENTSLAII CRAWL SPACE WALL - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF U-FACTOR U-FACTOR R-VALUE R-VALUE IR-VALUE I R-VALUE R-VALUE ..R-VALUE 0 EXISTING WALLS- - ALL SIMPSON COMPONENTS 0.30 MASS, 0.59 49 201,13.5 30 ISn9 10(4 FT.DEEP) t5f1B - - - AMMEND. r_—, ONSTRUCTION TO BE REMOVED 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS NOTES: L--J - 1-R-VALUESAREMINIMUMS&U-FACTORSAREMAXIMUMS. ® NEW CONSTRUCTION TO BE 3000 PSI 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 11, VERIFY ALL PLUMBING&ELECTRICAL DETAILS VW OWNERS ON THE SITE OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL ) DURING FRAMING CONSTRUCTION 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ONTHE WALL EXTERIOR 12.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY aRl3cvvmwsuLAno" EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. THE DESIGNERSHALL BE NOSTARIFAM- L'. NEW ADDITION/REMODELING FOR. SCALE : DRAWING NO. : B COTUIT BAY DES IGN, LLC ERRORS OR OMISSIONSADNGCONTR TMESEDRAWNGSPRIORTOSTARTOF 1/411 - 1'-0" • CONSTRUCTION THE BUI R TH CONTRACTOR . .y YJILL BE RESPONSIBLE FO NS CONTENT - - - - — -' 43'BREWSTER ROAD NTMESE DRAW NG9 IFCONSTRUCTION MASHPEE MA. 02649 COMMENCESWITHOUTNRSORNCTHE HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS.- DATE THESE DRAlMNGS ARE SOLELY FOR THE USE PH. (508) 274-1166 THESE OAMER NOTED ANY OTHER USE OF 8 (� (� THESEDRAA,NGSREDDIRES THEGHTPOWRmEN 76 JOHN MAKI .ROAD WEST. BARNSTABLE, MA FAX (50 ) 539-94g2 CONSENTOFTHEDESIGNERUNDERTHE 6/15/201OF - Hl ARCHITECTURAL COPYRIGHT PROTECTION ACTOF1990. _ TYP. ROOF CONST. MULTI LVL RIDGEBEAM -2 x 10 ROOF RAFTERS @ 16"o.c. NAILING(LING SCHEDULE -5/8"CDX PLYWOOD ROOF SHEATHING A -ASPHALT ROOF SHINGLES 110 MPH EXPOSURE B WIND ZONE -15LB.FELT PAPER -SPRAY FOAM INSULATION JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING SLOPED CEILINGS(R49) ' - ROOF FRAMING: SIMPSON H 2.5A HURRICANE CLIPS 12 AT ALL RAFTER ENDS �. BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-1 Od EACH END r -ICE/WATER SHIELD AT BOTTOM RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END 4.5 I x S D.C.. 3'0"OF ROOF WALL FRAMING: WIND WASH BARRIERS -ALUMINUM DRIP EDGE TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS TOP OF PLATE STUD TO STUD(FACE NAILED) 2-16 d 2-15d 24"o.c. Yz"GYPSUM WALL HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES TYP.WALL CONST. BOARD ON 1x3 FLOOR FRAMING: 1.2 x 6 STUDS @ 16"o.c. STRAPPING @ 16"o.c. JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST 2.112"PLYWOOD SHEATHING Z BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END 3.BATT INSULATION(R20) T- BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 4.1/2"GYPSUM BOARD NEW N LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 5.W.C.SHINGLE SIDING m JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST 6.TYVEK VAPOR BARRIER S U N ROO M = _ BAND JOIST TO JOIST(END NAILED) 3-16d 446d PER JOIST F BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 7.BALLOON FRAME GABLE WALLS 4 AT VAULTED CEILING LOCATIONS g ROOF SHEATHING: 8.MID-HEIGHT BLOCKING AT WALLS 3/4"T&G PLYWOOD WOOD STRUCTURAL PANELS(PLYWOOD) WITH 8'0"HEIGHT OR GREATER SUBFLOOR-GLUED&NAILED FIRST FLOOR RAFTERS OR TRUSSES SPACED UP TO,6"o.c. 8d 10d 6"EOGE/6"FIELD SUBFLOOR RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD P.T.2 x 12's @ 16"D.C. GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS 9"BATT INSULATION(R=30) GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD Z CEIUNG SHEATHING: P.T.2 x 6 SILL NEW y GYPSUM WALLBOARD Sd — 7"EDGE/10"FIELD _ NEW 10"CONCRETE FOUNDATION W/SEALER BASEMENT WALL SHEATHING: WALLS W/(2)#4 HORIZONTAL BARS 2 L ( OD) AT TOP&MIDDLE OF WALL 8 10"x 24" - STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD CONCRETE FOOTINGS W/2 x 4 KEY 12"8 25/32"FIBERBOARD PANELS Bd — 3"EDGEl6"FIELD TO MATCH EXISTING HOUSE WALL 1/2'GYPSUM WALLBOARD 5d — 7"EDGE/10"FIELD HEIGHT.DROP TO OF FOUNDATION 4"CONCRETE SLAB W/ FLOOR SHEATHING: FOR 2 X 12 FLOOR JOISTS 6 MIL POLY UNDER WOOD STRUCTURAL PANELS(PLYWOOD) 1'OR LESS THICKNESS Bd 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD B BUILDING SECTION @ SUNROOM H3 LAG BOLT RAFTER LEDGER TO WALL W/LEDGERLOK SCREWS &USE SIMPSON LSU26 SLOPED HANGER 12 2 x 8 RAFTERS(dJ 16"o.c..USE QMATCH SIMPSON H2.5A HURRICANE 12 EXIST. CLIPS TO FASTEN RAFTERS TO BEAM 12 5.5 5 ALL EXTERIOR MATERIALS 8L 3-2x8BEAM 12 FINISHES TO MATCH EXISTING EK1 x4BEAD BOARD ® 12D HOUSE BOARD CEILING SIMPSON ZMAX AC6/ACE6 POST CAPS i N COVERED LU w t2 PORCH FASTEN BEAM TO O 12 ASTS P N ~ ZMAX H2.5A TIES D 12 USE INVERTED AC/ACE Q4 - SIMPSON POST CAPS you TOP OF PLATE P.T.2 x lZs @ 16" 77-1111 - 3-P.T.2 x 1 O's @ 16"o.c CD P.T.6 x 6 POSTS ON 12"DIA RE � N CONCRETE SONOTUBE W! 24"DIA BIGFOOT FOOTING w UNDERNEATH TO 4'0"BELOW 2 GRADE USE SIMPSON S.S. r ABU66 POST BASE&S.S. _ Q AC6/ACE6 POST CAPS - FIRST FLOOR - - P.T.2 x 8 LEDGER BOARD LAG BOLTED TO SUBFLOOR SOLID BLOCKING W!(2)LEDGERLOK BOLTS - 16"o.c.W/JOISTS HANGERS AT BOTH ENDS A BUILDING SECTION.@ PORCH "3,1 SIDE ELEVATION THE DESIGNER DRAWINSHALLSR NOSTARTFANY NEW ADDITION/REMODELING FOR. SCALE DRAWING NO. COTUIT BAY DESIGN. LLC ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF — CONSTRUCTION THE BUILDING CONTEN TOR 1/411 _ 1 1-011\MLL SE RESPONSIBLE FOR THE CONTENT '�- --�^' -�� - ^'" -� '- �. - 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION- - DOMMENCES WITHOUT NRS ORIOG I H A M B L I N RESIDENCE DATE : MASH PEE MA. 02649 THESE ER WI ANYERRORS OROMISS E S. THESE DRAWINGS ARE SOLELY FOR THE USEQ PH. (508)) 274-1166 TH�EOPTHEOWNER NOTED QUIANY OTHER USE OF 6/15I2O18 FAX 50$ 539-9402 ADTGFssODRAMNGSRE°°'RESTHEWRmE" 76 JOHN MAKI ROAD WEST BARNSTABLE, MA ( CONSENT OF THE DESIGNER UNDER THE H3 ARCH FECTURALCOPYRIGHT PROTECTION NEW 10"CONCRETE FOUNDATION WALLS W/(2)#4 HORIZONTAL BARS 13'-5" 4'-8" AT TOP&MIDDLE OF WALL&10"x 24" CONCRETE FOOTINGS W/.2 x 4 KEY TO MATCH EXISTING HOUSE WALL y FOR 2 X TO OF OS NDATION 12 FLOOR JOISTS T-O" A ti BASEMENT s' WINDOW \ G. \ NEW P.T.6 x 3 6 POSTS ON 10"DIA.CONCRETE SONTUBES W/24"DIA. \ o BIGFOOT FOOTINGS UNDERNEATH BASEMENT I \ TO 4'0"BELOW GRADE.USE SIMPSON ZMAX ABU66 POST BASE W/5/8"DIA. Q WINDOW NEW \ J-STYLE BOLT&AC6 OR ACE6 POST 6'-5" 6'-5" 6-5" I I BASEMENT CAPS B 1 4"CONCRETE SLAB W/ 1 I B H3 I I 6 MIL POLY UNDER I H3 1 8'-41/2" 8'-41/2" ED b i 1 7q I 2x2's 1 "D I 1 - r, 1 W/ I - PA BL CK NG o i � u11 1 ' N U Im D] a:� I I 1 11 I I 1 I m a o n 18 0" c x0 x I 1 I u I 1 a z SAWCUT SO"OPENING IN ST.10'-0" o V ACCEEXI SS INTO NEW FOR In VERIFY LOCATION uy c Z N 1O o_ P.T.2 x 12 LEDGER BOARD SCREWED TO EXISTING ° x p SOLID BLOCKING W/(2)LEDGERLOK SCREWS 16"o.c.W/ZMAX LU210 JOISTS HANGERS O t- INSTALL SIMPSON OTT1Z TENSION TIES BASEMENT g D-3 AT(4)LOCATIONS FROM HOUSE TO DECK c JOIST(1)EACH END - FOUNDATION PLAN - I I I 6-12" INSTALL 5/8"ANCHOR BOLTS AT 71"o.c.MAX. I FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES I OF PLATE PLACE BOLTS WITHIN 6"-15"OF EACH 1 CORNER AND TO A 8"MINIMUM DEPTH 1 I INSTALL FLASHING UNDER I HOUSEWRAP 8 DECKING • ---- DECKING F__—________ I P.T.2 x 6 SILL W/SEALER IF w FLOOR JOISTS - afLLO o - - - 9LEDGER T 2.12'B T(�16".o c.- rp INSTALL '--Y RUBBER I BETWEE SHEATH P.T.2 x 1D SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS R T - 16"o.c.W/ZMAX LU210 JOISTS HANGERS ANCHOR BOLT L 1 DETAIL INSTALL SIMPSON FROM TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END - SCALE: 1/2"=1'-0" DECK LEDGER DETAIL SCALE: 1/2"= 1'-0" SCALE : DRAWING NO. THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLCOONSTRUCON.THEBUIpINGCONTRACOR NEW ADDITION/REMODELING FOR: 11 n THESEDRAWINGSPRgR TER O S°C°� 1/4 = 11 01I 43 BREWSTER ROAD WLL BE RESPONSIBLE FOR THE CON ENT IN THESE DRAWINGS IF CONSTRUCTION CWM-. MASHPEE MA. 02649 THESE IR OFNTHDUT NRS IR NGTHE HAM BLIN RESIDENCE DATE .. DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE Iy PH. (508) 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF �l(`1 (� (] THESE 1M.RL REQUIRES 7ryE WRli-fEN 76--JOHN MAKI--ROAD. WEST BARNSTABLE, MA FAX (508) 539-9402 CONSENTOFTHEDESIRIGHTP PROTECTION 6/15/2018 (RONSE ECTURAL CAPYRIGHT PROTECTION ACT OF 1890. 18'-0*' 16'-9" SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO t• RAFTER S OW SPACE FOR AIR @ 8"o.c,A FLOW ON THE UNDERSIDE OF ROOF SHEATHING 3-2x8HDR. A H3 ti b 4 I - FASTEN BEAM TO P.T.6 z 6 POST bo FASTEN BEAMS TO END W/SIMPSON AC6 OR ACE6 POST POST W/SIMPSON LCE4 B B CAPS CORNER CONNECTION FH3 H3 32x8 BEAM 3-2 x8 BEAM FASTEN HIP TO BEAMS O I W/SIMPSON HCP7.81 I 2K,2J w / c HIP CORNER PLATE ON ` = G m Q O mx \ n I I 24,_9„ \ 3K,2J ____________ 10'-0" 2 x 8 RAFTERS @ 16"o.c..USE 4 2 x 8 RAFTERS @ 16"o.c..USE _ SIMPSON H2.5A HURRICANE SIMPSON H2.5A HURRICANE CLIPS TO FASTEN RAFTERS CUPS TO FASTEN RAFTERS TO BEAM TO BEAM I O ROOF FRAMING PLAN NOTES: 1_) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS j THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE : Dr]n�A/I AI/+NO..: Rl1VY I`/V ERRORS OR O - COSTRUCTIN.THEBIDISIARTOF .... NEW ADDITION/REMODELING FOR: 1,4.� _ a F _4 COTUI.T BAY DESIGN, LLC CONSTRUCTION.THE BUILDING CANTRACTOR - - -1 WILLgE RESPONSIBLE FOR THE CONTENT z ".- '•-^'a-"_."^� _ � 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION a� _ - '. COMMENCES NWH E NOTIFYING THE H A M B L I N R E S I D'E N C E - DATE : MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS I THESE DRAWINGS ARE SOLELY FOR THE USE > Il� THESE THE ONRIER NOTED,ANY OTHER USE - PH. (508 274-1166H5 j. _ _ w NER6/15/2018 THESE DRAWINGS REQUIRES THE WRITTEN " ^` -' I � CONSENl ,CTUR COPYRIGHUROTECHE 76�`JOHN°:�MAKI--°ROAD WEST BARNSTABLE,�� MA • � FAX (50 ) 539-9402 ARCHRECTURA COPYRIGHT PROTEC ON ACT OF 1990. s,..�,.......-..-.e-:...... _ ,.. - ..- - R.R.TRACKS LOCUS TH-5 TH-6 TH-7 TH-8 48.0 45.0 50.0 46.0 __s TEST HOLE LOGS O/A HORIZON ELEV. O/A HORIZON ELEV. O/A HORIZON ELEV. O/A HORIZON ELEV. ENGINEER: THOMAS McLELLAN,P.E. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM 12" 10YR 4/2 47.0 12" 10YR 4/2 44.0 12" 10YR 4/2 49.0 12" 10YR 4/2 45.0 WITNESS: DONNA MIORANDI,R.S. B HORIZON B HORIZON ROUTE 6A B HORIZON SANDY LOAM B HORIZON SANDY LOAM DATE: 1-9-15 SANDY LOAM 36" 2.5Y 6/6 42.0 SANDY LOAM 32"- 2.5Y 6/6 43.3 'P N PERCOLATION RATE: <2 MIN/IN 32" 2.5Y 6/6 1 45.3C1 HORIZON 36" 2.5Y 616 47.0 C1 HORIZON O C1 HORIZON SANDY LOAM C1 HORIZON SANDY LOAM 4LOAMY SAND 72" 2.5Y 7/6 LOAMY SAND OP f� 2.5Y 7/4 PERC AT 7' 39.0 2.5Y 7/4 PE RC AT 7' 90" 38.5 � ~- C2 HORIZON "" C2 C2 HORIZON IZON LOAMY SAND LOAMY SAND LOCATION MAP(LOT 3� 180" 156" 2 33.0 180" 35.0 .5Y 7/4 32.0 2.5Y 7/4 TOTAL AREA: (LOT S C2 HORIZON C2 HORIZON WETLAND AREA:13,866 SF MEDIUM SAND C3 HORIZON MEDIUM SAND MEDIUM SAND ASSESSOR Mq�42 6 SF 228" 29.0 180" 30.0 204" 33.0 204" 29.0 PARCELS 20X01&20X02 NO GROUND WATER ENCOUNTERED PLAN BOOK 488, PAGE 91 FLOOD ZONE:NO SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION 2"PEASTONE OR FILTER FABRIC FLOW ESTIMATE: COVERS WITHIN 6" 3/4"-1 1/2" 3 BEDROOMS AT 110 GAL/DAY= 330 GAL/DAY 43.0 OF FINISHED GRADE WASHED STONE TOP INSPECTION PORT FOUNDATION ' SEPTIC TANK: a�.,G �r�� „�., � �m, a s ELEV.-39.18La �•� 330 GAL/DAY x 2 DAYS= 660 GAL ' USE 1500 GALLON SEPTIC TANK 40.0 COVER 39.4 ELEV. (I'MIN) LEACHING AREA: USE 2-500 GALLON CHAMBERS(8.5'x 4.8'x 2'EFF.DEPTH)WITH 39.65 ELEV. 38 8 38.63 ELEV. ELEV. D BOX ELEV. 4 <4-> ELEV, 4'OF STONE ALL AROUND (25'x 12.8'x 2'DEEP) 1500 GAL (6"STONE UNDER) SEPTIC TANK � 25'x 12.8' SIDE AREA: (25'+12.8')x 2 x 2=151 SF (0.74)=112 GAUDAY 2-500 GALLON CHAMBERS WITH (6 OF STONE UNDER OR J 38.35 4'OF STONE ALL AROUND BOTTOM AREA: 25'x 12.8'=320 SF (0.74)=237 GAL/DAY MECHANICALLY COMPACTED)' ELEV. (25'x 12.8'x 2'DEEP) CAPACITY=349 GAUDAY TEE SIZES: , J� INLET:6"UP,13"DOWN GAS OUTLET T '�0 {� �'w OUTLET:6"UP,14"DOWN AT OUTLET TEE ✓ 'lY NOTES:' 1.VERTICAL DATUM: NAVD 88 20'WIDE ROW (DEED BOOK 807 202) 2•MUNICAPAL WATER IS AVAILABLE. (D / 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. Stone Wall I n 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO 22����'r, 12 L=226 84 H-20 SPECIFICATIONS. R=5754.40 � �. 2 0 1 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). �`_-- I IQI`\2 ___-_--_Ditch 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. N22 2- -- ---- �I IQ 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A V `"2` \ O\ i 2 GARBAGE DISPOSAL. 32 24 ` E►ectric Easment gg• 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. -- ( Wide) 0 \; 4 5 ENVIRONMENTAL CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. ®� �\ 2 + 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILI 26 3 TIES PRIOR TO CONSTRUCTION. , 2cn 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. y 31 ` \ CD11.FIELD SURVEY PROVIDED BY CAPESURV,OSTERVILLE,MA. 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE 27 - \ TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. 3 ` Wet Plot \ 13.EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. o/ Q / A \\ \ / cn 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. i_ o - - `� 15.WORK LIMIT LINE(HAY BALES OR SILT FENCE)TO BE INSTALLED PRIOR TO CONSTRUCTION. 1 1 / Upland Plot \ 3 ' , � 2 1 CONCRETE HEADWALL St nes I I �2 PIPE INVERT=29.7 3 i wi N 54' o a' DECK 10' �., � v ' c° IV 6' 52' w- rz 13 \ {�ale�ed�' PCJ: .\' \. ... do _ 12 � - °' 14' PROPOSED bh 3 BEDROOM 18' DWELLING / 1 ....... prch g' 10,14' / ' 3 - 38 � 2 t • M l;. "' PROPOSED DWELLING / LEAVE i 1 NATURAL 3 / 7 / PROPOSED .: REDESIGNED WADDLES NiN a� APPROVED ENCROUCHMENT i A42 �Pw -nf 4�a4 i AREA=2157 SF \ � �°.�IFS ,\ (»,• \ \ /� 2 f100, � ,�_ sk 6 5 \ t QECK 3 BED�{N 3.0 Ot P{nd4 / o ll WETLAND RESOURCE LINES \ 'i °a N s< O1 m THO�VIAS J. McLE AN, P.E. AS FLAGGED BY ENSR / ^�• prch - DECEMBER 14,2006 - ut\ffiJ • 42 _ u� t - SITE PLAN / BENCHMARK AT �, CATCH BASIN GRATE S s/ ELEVATION=39.9 (NAVD 88) LOCATION: W POSED Ln 76 JOHN MAKI ROAD,WEST BARNSTABLE,MA PRO Rp.Gti 1:D 4 G2 X�2 5 th-7 7 PREPARED FOR: F�' PAUL HAMBLIN KEY: 0 42 the EXISTING CONTOUR: -- - .-S ��k A3 - sue, DATE: 1-20-15 ,_ PROPOSED CONTOUR: ��, 0 0 REVISED:4-21-15 SCALE: 1' -40 EXISTING SPOT ELEVATION: 25.5 -a _*•-- s PROPOSED SPOT ELEVATION: 5.5 Z --.4 TEST HOLE: g �a BASS RIVER ENGINEERING UTILITY POLE: -o- 25 FENCE LINE: - �. /�+ p N 136 5 dirt piles HYDRANT:-6- left from P.O.BOX 1163, EAST DENNIS,MA 02641 RETAINING WALL: ® 91 construction Q 508-385-3426.OR 508-364-9048