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HomeMy WebLinkAbout0200 CAPES TRAIL - Health 200 Capes Trail W. Barnstable A = 088-008-006 -ji Or v r i TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP ,PARCE�-b 3 INSTALLER'S NAME&PHONE NO. c SEPTIC TANK CAPACITY ) �00 - `p�(1�.,ri� LEACHING FACILITY:(type) (size) NO.OF BEDROOMS Li _ OWNER PERMIT DATE: COMPLIANCE DATE: It LA� 1� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within /J 3.00 feet of leachin facility) ✓ Y Feet FURNISHED BY C' G PIS I^ l I .._ -4 I ` C C i I' TOWN OF BARNSTABLE LOCATION SEW `,,93-4 AGE# d VILLAGE ASSESSOR'S MAP PARCF 4 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) AS LA NO.OF BEDROOMS OWNER PERMIT DATE: �o COMPLIANCE DATE: I 1 o 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) 61VIAFeet Edge of Wetland and Leaching Facility(If any wetlands exist within w/ 300 feet of leachin facility) Feet FURNISHED BY 'Fz liou.sew A ace 4-1 , 1 Ona Zcza No. 6 - Fee _ 1L/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pphration for Disposal 6pstem Construction i3ermit Application for a Permit to Construct,(Xj Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Ai Owner's Name,Address,and Tel.No. ZaAe IV- Assessor's Map/Parcel i- g l� Installer's Name,Address,YncYTel.No. Designer's Name,Address,and Tel.No. C4 1 ) yq Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building V jyme, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided god Plan Date Number of sheets ' Revision Date -� Title. Size of Septic Tank 3 Type of S.A.S. 41?"�I ra �p r_P Description of Soil Nature of Repairs or Alteratio s Answ when applic ble) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar of Health. Signe Date Application Approved by _ Date &n1Z0 Application Disapproved by Date for the following reasons Permit No. Z-Z.6, Date Issued ' ^•;..;. ,.b�:F:;—e ..::1.-:.t C.J».-.i+^^ ...w. •., - .,�.:-� :{c.�y ..rs�+wr�.. 'u'C T`' r r "Y f� e Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer": 1�" Yes PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE, MASSACHUSETTS E application for Misposlal .6pstem Construction 3permit 't' Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) &Complete System ❑Individual Components t Location Address or Lot No.` Owner's Name,Address,and Tel.No.r.�,-�A C� V Assessor's Map/Parcel 'g g Installer's Name,Address',and/Tel.NLo.:b y'3p 4\C, Designer's Name,Address,and Tel.No.E )v)Cq pe—tOf—4 IVy �� �.amacnc2 /�at6a`sl>��' ,� �j/`�c►'� ��r' ► '�1ti vr � .�G -t� / 1 Type of Building: % Dwelling No.of Bedrooms Tl Lot Size 4( �p sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t Design Flow(min.required) ! gpd Design flow provided gpd Plan Date ; x,emJ 4', AO Number of sheets _, { `"� � T � Revision Date p'p/,t)r"l,�d..r;,#//� a�l�` Title �^ 9 r Size of Septic Tank }(�, Type of S.A.S. 4 p Cho" Description of Soil Nature of Repairs or Alterations Answer when applic ble) _ y1 / / 4Z//rm l k ;7C Date last inspected: Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. + Sign/ed� 6AXi¢l�a� l � P G�i2Z' Date Application Approved by F _,.._,.....- Date r _ e Application Disapproved by 0 `✓' Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS j BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIEY that the On-site Sewage Disposal system Constructed ) Repaired( ) Upgraded( ) Abandoned( )by -/'j�� _. �L��„t.�6 SPAR(" at, OCJt,..J `O(�N '"C* � � Y .has been constructed in accordance o f ' with the provisions Title 5 and the for Disposal System Construction Permit No. a-06dated ���Jj Installer C}Pt� $ ? Designer �} (4 , [-•��ye .6 d)We ix" #bedrooms t Approved design.flow A �' „ (gpd The issuance of this permit shall not be construed as a guarantee that the system will f�und�orj�as designe-6. { ' ''•ti,; Date 1 i !.�_U 17 o Inspector 1 _.-. _. - - No. G-{"/G(J Fee A/5-0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS -Misposal *pstem Construction Permit Permission is hereby granted to Construct V Repair( ) J J Upgrade( ) Abandon( ) System located at ( ra n o.'q �' ! ]rJk`� ACvoAnt:. WP IT 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 �/�/�t}2.11 Approved by ./ d CERTIFICATE OF ,ANALYSIS Barnstable County Health Laboratory (M-MA009) Recipient: Shaun F.Harrington Order No.: G20118386 All Cape Well Drilling Report Dated: 02/11/2020 P 0 Box 126 Submitter: Well Driller Brewster, MA 02631 Description: 200 Capes Trail W.B. Laboratory ID#: 20118386-01 Matrix: Water-Well Water Sample#: Sampled: 02/09/2020 9:00 By: Customer Collection Addr: 200 Capes Trail W.B. Received: 02/10/2020 10:00 By: PalmerP Sample Location: Turn Around: 24 Hr Rush Analyst: yn Method: EPA 524.2 Dilution: i Date Analyzed: 02/10/2020 @ 8:32 EPA 524.2- Volatile Organics by GC/MS Result Parameter L �6 Parameter es MCt, MDL ug/L ug/L ug/L ug/L ug/L ug/L Dichlorodifluoromethane ND O.So Chloroethane ND 0.50 Chloromethane ND 0.50 Chloroform ND 80 0.5o Vinyl chloride ND 2.0 0.50 cls-1,2-Dichloroethene ND 70 0.50 Bromomethane ND 0.50 cis-1,3-Dichloropropene ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromochioromethane ND 0.50 1,1,1-Trichloroethane ND 200 0.50 Dibromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Ethylbenzene ND 700 0.50 1,1,2-Trichloroethane ND 5.0 0.50 Hexachlorobutadiene ND 0.50 1,1-Dichloroethene ND 0.50 Isopropylbenzene ND 0.50 1,1-Dichloroethene ND 7.0 0.50 Methylene chloride ND 5.0 0.50 1,1-Dichloropropene ND 0.50 Methyl-tert butyl ether ND 0.50 1,2,3 Trichlorobenzene ND 0.50 Naphthalene ND O.So 1,2,3-Trichloropropane ND 0.50 n-Butylbenzene ND 0.50 1,2,4-Trichlorobenzene ND 70 0.50 n-Propyibenzene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 p-Isopropyltoluene ND 0.50 1,2-Dibromo-3-chloropropane ND O.So sec-Butylbenzene ND 0.50 1,2-Dibromoethane(EDB) ND O.So Styrene ND 100 0.5o 1,2-Dichlorobenzene ND 600 0.50 tert-Butylbenzene ND 0.50 1,2-Dlchloroethane ND 5.0 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloropropane ND 0.50 Toluene ND 1000 0,50 1,3,5-Trimethylbenzene ND 0.50 Total xylenes ND 10000 0.50 1,3-Dichlorobenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichloropropane ND 0.50 trans-1,3-Dlchloropropene ND 0.50 1,4-Dichlorobenzene ND 510 0.5o Trlchloroethene ND 5.0 0.50 2,2-Dichloropropane ND 0.50 iTrichlorofluoromethane ND o.50 2-Chlorotoluene ND 0.50 Compound %Recovered QC Limits(%) 4-Chlorotoluene ND 0.50 Benzene ND 5.0 0.50 1,2-Dichlorobenzene-d4 115% 70 130 P-Bromofluorobenzene 124% 70 1 130 Bromobenzene ND 050 Bromochloromethane ND 0.50 Bromodichloromethane ND 0.50 Bromoform ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 gle Approved BY: Attached please find the laboratory certified parameter list. (Lab Director) ND= None Detected RL = Reporting Limit MCL= Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 Town of Barnstable � Ebo Inspectional Services s Public Health Division MASS Thomas McKean,Director '0or ° 200 Main Street,Hyannis,MA 02601 " Office: 508-862.4644 Fax; 508-790-6304 t P{l Installer& Designer Certification Form Date: 410 Sewage Permit# 2,a 7-6 - 0(oil Assessor's Map\Parcel Designer: Down �� �'r,n., A �,,► � P 1 11LI. Installer: l= sh �i-5 Address: q3q Roof 64 Address: On 3--L� - Zoio #r-�� /�D � ���swas issued a permit to install a (date) (installer) septic system at zoo C e S tnu ! , W• Barn S 6,blf, based on a design drawn by (address) 16W 1 A 0 16LU , dated 03-l0-2020 (design r) 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 certify that the system referenced above was constructed ' R "" ee with the terms of the RA approval letters(if applicable) o DAIUIELANIEL �s OJALA "- CIVIL �^ No.46502 (Insp ler's Signature) -P &C, �© ? vnL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BA STABLE PUBLIC HEALTH DIVISION. THANK YOU. 11toaldeptslHEALTHISEWER connecllSEPT/ClDesigner CoNf cation Porn Roy 8.14-13.DOC aF„� . � `� ; _ _ _ CERTIFICATE OF- -ANALYSIS o`', .d Barnstable County Health Laboratory M-MA009 Recipient: Shaun F.Harrington Order No.: G20118396 All Cape Well Drilling Report Dated: 02/11/2020 P 0 Box 126 Submitter: Well Driller Brewster, MA 02631 Description: 200 Capes Trail W.B. Laboratory ID#: 20118386-01 Matrix: Water-Well Water Sample#: Sampled: 02/09/2020 9:00 By: Customer Collection Addr: 200 Capes Trail W.B. Received: 02/10/2020 10:00 By: PalmerP Sample Location: Turn Around: 24 Hr Rush Analyst: yn Method: EPA 524.2 Dilution: 1 Date Analyzed: 02/10/2020 @ 8:32 EPA 524,2- Volatile Organics by GC/MS Result MCL MIX Result MCL MDL Parameter ug/L. ug/L. ug/L Parameter ug/I- ug/L ug/L Dichlorodifluoromethane ND 0.50 Chloroethane ND 0.50 Chloromethane ND 0.50 Chloroform ND so 0.50 Vinyl chloride ND 2.0 0.50 Os-1,2-Dichloroethene ND 70 0.50 Bromomethane ND 0.50 cis-1,3-Dichloropropene ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromochloromethane ND 0.50 1,1,1-Trichloroethane ND. 200 0.50 Dibromomethane ND 0.50 1,1,2,2-Tetrachloroethane ND 0.59 Ethylbenzene ND 700 0.50 1,1,2-Trichloroethane ND 5.0 0.50 Hexachlorobutadiene ND 0.50- 1,1-Dichloroethane ND 0.50 Isopropylbenzene ND 0.50 1,1-Dichloroethene ND 7.0 0.50 Methylene.chloride ND 5.0 0.50 1,1-Dichloropropene ND 0.50 Methyl-tert-butyl ether ND 0.50. 1,2,3-Trichlorobenzene ND 0.50 Naphthalene ND 0150 1,2,3-Trichloropropane ND 0.50 n-Butylbenzene ND 0.50 1,2,4-Trichlorobenzene ND 70 0.50 n-Propylbenzene ND 0.50 1,2,4-Trimethylbenzene ND 0.50 p-Isopropyitoluene ND 0.50 1,2-Dibromo-3-chloropropane ND 0.50 sec-Butylbenzene ND. 0ao 1,2-Dibromoethane(EDB) ND o.5o Styrene ND 100 0.50 1,2-Dichlorobenzene ND 600 0.50 tert-Butylbenzene ND 1,2-Dichloroethane ND 5.0- 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloropropane ND 0.50 Toluene ND 1000 0.50 1;3,5-Trimethylbenzene ND 0.50 Total xylenes ND 10000 0.50' 1,3-Dichlorobenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichloropropane ND 0.50 trans-1,3-Dichloropropene ND 0.50 1;4-Dichlorobenzene ND 5.0 0.50 ITrichloroethene ND 5.0 0.50 2,2-Dichioropropane ND. 0.50 ITrichlorofluoromethane ND I 1 0.50 2-Chlorotoluene ND 0.50 Compound %Recovered QC Limits(%) 4-Chlorotoluene ND 0.50 1,2-Dichlorobenzene-d4 115% 70 1 1.30 Benzene. ND 5.0 0.50 p-Bromofluorobenzene 124% 70 130. Bromobenzene ND. 0.50 Bromochloromethane ND 0.50 Bromodichloromethane ND 0.50 Bromoform ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 - � Attached please find the laboratory certified parameter list. Approved By: (Lab Director) ND= None Detected RL Reporting Limit MCL= Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 y No.*,j ao CDO 1 O 6 Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01pplication -for Verr �.n.5trurtion Permit Application is hereby made for a permit to Construct C Alter( ), or Repair( ) an individual well at: Cf0,/Q /7 <' _1�cklj Vas US -Pcvce-( Lo ation-Address Assessors Map and Parce Owner Address Installer-D'►er I Address Type of Building / Dwelling Other-Type of Building No. of Persons Type of Well , LA Capacity 1 C) Cam? Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private W Pro�1 ion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of C a: -es een issue y`ihe Board of Health. Signed , -3V z 6 Y Date Application Approved By Date Application Disapproved for the following reasons: 2 Date Permit No. (202 Issued r 7 l r-10 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Com Hance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by >r41 I c� .p f i I staller ( l at orfl y--o ��ry I Ili - �cxv Y1�STT XJ I Q has been installed in accordance with the prow lions of the Town of Barnstabre Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated .THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector a + No.w ao C—)o' 0 :- Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou _for lVell u5tructtou i3ermit Application is hereby made for a permit to Construct(�, Alter( ), or Repair( an individual well at: L cation-Address Assessors Map and Parcel Nlk f o n"'i r l {� owner1 y ( (/�' ` Address 11211 1rl/V11/!C- 1 6 /i111I� \ , no, `l� 1 •V. `'�-C-s 8k Installer-Driller Address Type of Building Dwelling ✓ Other-Type of Building No. of Persons Type of Well �^� t' �Y G_._ Capacity Purpose of Well. K_, Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private We'MProti�tion Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been en issued-by-the Board of Health. Signed %i - . / . .3,) /Z 6 z�. Date Application Approved By /j {/70 ( Date /r Application Disapproved for the following reasons: Date a � - 002 # Permit No. Issued ' Date -vaeeevovs---oemsm------a-memm_ easoe-mm ----------®m-am4-omvmm_---- ----e BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed O! Altered( ), or Repaired( y by All Co oz k01 � Installer at �� C rp (a n `� t'7 t cA I I (1\ E 0 has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private:Weil Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Cou,5truction i3ermit No. 0 x V O Fee (J/ Permission is hereby granted to Installer' to Construct(,, � Alter( ), or Repair O an individual well at: Street as shown on the application for a Well Construction Permit No. 0 '"(/(/�1�Dated Date Approved By c� f f � - ---- 24 - --------------� GENERALNORW ---------- TES --------` 1) 1.ALL EXTERIOR WALLS SHALL . .. . BE 2x6 @ 16"O.C.UNLESS ----------------i ----_---_-------� .. OTHERWSE NOTED. T5 4'x4',25'COLUMN 1 a. 2.ALL INTERIOR WALLS SHALL I lo°1'HIGIC x t4'-B'CHIN.) I %'5TD.BASE PLATE 1 1 ° BE 2x4 @ 16"O.C.UNLESS I : 1 CONCRETE FNDN WALL ON I ! DIA.ANCHOR I OTHERWISE NOTED. I CONTINUOUS 20'x10° I BOLTS rYP. I 1 CONCRETE FOOTING. 3.CONTRACTOR SHALL VERIFY 1 ' I GARAGE SLAB i ALL WINDOW ROUGH OPENINGS I 1 1 PRIOR TO ORDERING WINDOWS. 4'CONC.SLAB ON 10 nIL I VAPOR RETARDER I i 4.CONTRACTOR SHALL VERIFY BACKFILL WITH CLEAN i 1 ALL DIMENSIONS PRIOR TO I 1 COMPACTED FILL 1 D D CONSTRUCTION. CONTRACTOR . .1................................................................... .................................L. A.5 A.5 ASSUMES RESPONSIBILITY FOR I ANY MISSING OR INCORRECT I I I°DEEP T HIT" DIMENSIONS NOT BROUGHT TO I I ENTRY cur w1TH EARLr�1 � •. I ENTRY SAW � I THE ATTENTION OF THE cR ------------------- ------------------� i DESIGNER. - 1 I I PITCH SLAB 16'PER FOOT 1 1 I '• I 1 I 1 I I I I 1 ANCHIO- BOLTS M 32'NT DROP TOP OF RFNDN AGE I I I O.C.MIN. - EMBEDMENT WASH I WALL O GARAGE I I W/3'x3'x Yj PLATE WASHER I DOOR OPENING I I I (TYP.) I I I I 1 P 1 j U NO. REVISION DATE PROVIDE U5 REBAR5 I 1 0 12°O.C.VERT IN 1 ' 1 MAIN FOUNDATION I I I 'x6.P.T. 1 j WALLS TO TIE IN TO I TS 4'x4'x25°COLUMN .I I D Q COPYRIGHT POST(TYP.) I FROST WALLS.TYP. I W STD.BASE PLATE 1 naNORTHSIDE HEREBY< CONNECTION WHERE i a RESERVES ITS COMMON LAW EXPRESSLY POUR 15 NOT 4 2-T'DIA.ANCHOR '-B -2 I BOLTS TYP. I .` I caNrmuous. I 1 ; COPYRIGHT. 1 1 I ? THESE PLANS ARE NOT TO BE ---------- ----------- -- --�--------- - REPRODUCED,CHANGED OR ------- ____ _ COPIED IN ANY FORM OR MANNER ' • WHATSOEVER WITHOUT BFIRST T IN NG TH EXPRESS WRITTEN 1 I `II (2)2x10 P.T. I �. I' }. -� PERMISSION AND CONSENT OF 4 FLUSH 1I I I I I I o n NORTHSIDE DESIGN ASSOCIATES. v PROVIDE 10'DIA. I ':I 50NOTUBE W/BIGFOOT o 1 I' 1 I , I1 I I 6'x6'P.T. FOOTING(BF28)FOR I 1 - � POST UP/DN. u COLUMN SUPPORT ABOVE I Ii BUILDER: II (TYP.) � I I' NORDY'S y -� 'r2 I I I .'• i ��-R�/ coeamornory l,a. CO tom Builders•- o 11 j P.O.Bo°121 Oennis,MA 02841 I �__ I � I I I1 C A.WR.3R3.2805 m U 2 2x 10 P.T. U U ........ •....1...........................................................1.... 11.................. m No No ConsuWIDn=m ................ \ () \ \ .. I. ..I........... o rey� Nys FLUSH mww.NortlysConsVucibn.com B Ci I I '-�4 0x6'P.T. OOF 11 A A.5 j i POST UP/DN. A.5 I I I 1 I I I CL DESIGNER: NORTHSIDE o I A•5 S II I 1CONCRETEx FNDN 1 WALL ON 1 II I \ / 'IgI DESIGN BU TYPE ON I I CONTINUOUS 20°x10' I I i I' TOLCONFI.CONTRACTOR I CONCRETE FOOTING. 1 1 SOCIATES TO CONFIRM MODEL AND 11 I I I 1 I DIMENSIONS W/GRADE II 2.10 P.T.LEDGER I I + t� II K/(�,11 P.T.LEDGER DISTINLTVE RESIDENTIgE&COMMERGAI DESIGN TO SLAB DEPTH AND I I (3)I-�'xll-35° II II W/(2)%'DIA. , DESIRED RISER H. W/(2)%'DIA. I LVL FLUSH I - I BOLTS P 16'O.C. PRIOR TO POURING FNDN BOLTSP 16°O.G. �I I (TYP.) t --__ -------------- ------ ------- 1 _ 1 --- — -1 91150g)%2-nlO YARMOUTH ;M2-9 26]5 FEEFE NORTHSIDEDESIGN.COM I _________z-_____� ------------ _____--_-_ I --_`_- I Y I - _ - L__ --J �q' _--- -, I NORTILSIDES@COMCAST.NET 10'THICK t7'-10' 111 i I 1 I CONCRETE FNDN WALL ,- '-2- ------ ----- 1 ON CONTINUOUS 20'x10' i 210 1 I - j CONCRETE FOOTING. 4'- 1 I ,Qv STRUCTURAL ENGINEER: ----- RI I TAYLOR Q STAIR TO °I BASEMENT SLAB I GRADE.SPECS III (3)2x12 (3)IFLUSH�' Y ' 1 FLUSH LVL FLUSH �. I DESIGN LLC in I i T.B.D. 4'CQIC.SLAB ON 10 MIL t I VAPOR RETARDER l I 1 - I ---_,______ -T 3-Ys'CONC.FILLED III STEEL LALLY COLUMN BACKFILL WITH CLEAN I STAMP: I 1 ON 36N36'02'D. III COMPACTED FILL 1 - I CONC.FOOTING :rkCL I 1 DROP FNDN �'-T '42; '-7 '-6 0'-04 WALLS®p O'GI I I 1 POST BULKHEAD UPI II •[II IPOST POST UP UP I 1I PROJECT: i i i 1 1 q PROPOSED 1 BEAM L____ J L mL. J L__ _ J L_- __J L_ J BEAM.POCKET I - 1 i POCKET POST I`— (3) -%'xll-?b' I 1 ,' TUBE STEEL M 1 i(3)I-�j xll-?¢° UP II� I LVL DROPPED 1 COLUMN UP/DN. ROUGHER I 3-'COLIC.FILLED STEEL I LVL DROPPED 4°x4'x25'TUBE STEEL I RESIDENCE T —: 9 (2)2x12 COLUMN ON 36°x36°x12'D. LALLY COLUMN ON 1 I FODTI56-x3 r 2°D.CONC. �0 1 III g FLUSH® CONC.FOOTING(TYP.) FOOTING(TYP.) 200 CAPES TRAIL I ----- STAIR OP'G T 1 i BARNSTABLE,MA. la 1 I ----------g - 1 4x4 P.T POST I LVL FLUSH III 5 D4 4 It 4 24k24°xl2'D. } 1 t•,j,' j 10°THICK x 3 SIRING FOR O.G.YIIONO7'EMBEDMENT 1 I CORRUGATED J 1 CONCRETE r2 LANDING W/3'x3°x Yq"PLATE 1 GALARFVANIZED STEEL TITLE: j FNDN WALL III AWAY t CL WASHER W/GRAVEL BED, ------------------------ --'R (TYP) FOUNDATION 10"THICK x 3T'_10' I PLAN J .Q CONCRETE FNDN WALL ON 1 F ______________________ CONTINUOUS 20x10' ' CONCRETE FOOTING. I SCALE:1/8"=1'-0" n I — ———— —— ------ ---------- ------ J 0 1 2 4 8 'III' (2)2.10 P.T. _ PROJECT#: SHEET FLUSH ��, ' PROVIDE 10'DIA. FOUNDATION PLAN 19-1 2 A.0 F^ A . I \I / FAIN G(BFF28)GFOR� 1 A.S A.S \ 6'x6'P.T. COLUMN SUPPORT ABOVE OF POST UP/DN. DATE: -1 DATE. Issued for Construction: 2/28/20 2/28/20 12 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL Q-p BE 2x6 @ 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL STEEL BEAM BE 2x4 @ 16-O.C.UNLESS • o DROPPED I i OTHERWISE NOTED. 's WRAPPED �J\ ------ w/FIRE RATED r GYP5UM BD. I I I - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 2868 I I I PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY 0 ALL DIMENSIONS PRIOR TO I CONSTRUCTION. CONTRACTOR '( ASSUMES RESPONSIBILITY FOR D ....�'................................. ..-..-...-.. .....1...4.................�.................................................. .........� ANY MISSING OR INCORRECT - DIMENSIONS NOT BROUGHT TO A.5 I I I A.5 THE ATTENTION OF THE DESIGNER. PULL ON. I I o Q FIRE-RATED a ATTIC LADDER ABOVE I I F------- O II I GARAGE I I SLAB ON GRADE I I I o BEN 0 NO. REVISION DATE t22'-p, I I © COPYRIGHT DECK I I NORTHSIDE HEREBY EXPRESSLY PROVIDE I LATER RESERVES ITS COMMON LAW COPYRIGHT. OUT sie°TYPE'x' I I L----=-- THESE PLANS ARE NOT TO BE FIRECODE GWB P n > SHOW SNARED WALL a REPRODUCED,CHANGED OR ---------------- GARAGE CLG. I I ----- --- FIRE-RATED � I I � ENTRY DOOR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST - .DN. "-_ -. _.-.. -s -_..-: <> n. =•.:m:_.. R_- 3R 7 - OBRMIS ION S GN AS OWRTTTEN To 'GRADE`-"-- — - -- — p — j p I` PERMISSION AND CONSENT OF NO S. < �� _- __ T �I Il✓a�L_ LAUNDRY I - o _ _.- —__ -��_ _ r_—__~ _ ( s COVERED BUILDER: -« --- ---_—.___— _----._--_ — 'f PORCH NORDY'S rt WNS eUCDON s. 11_I,4 i _Custom Builders- a. '-9 CL; P.O.B ph. 506 3fl5 28WMA 02641 -.•- - -fO 42 42- I o' Ci �mdysConuMmfortmm VANITY _ - .................... .... .............. j - - -------- ----- LAV. 2sRe DESIGNER: N -- A ------ B _-_.._— _ _—__,__ ORTHSID E BENCH CLOSET : 'ml r DESIGN i� ASSOCIATES l Ilil -8 2568 tV �ii I I ' I - DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN --�-: --�-- _- ---� -i M STREET`YARMOU-PORT z 2210 (508)36 ewz I 2 - � I i 141 AIN •MA Ol6]5 0 1 ! NORTNSIDEDBIGWCOM -- NOffM1D _ E1 C '.:..I 3b'REF.• 36 CASED owG � STRUCTURAL ENGINEER: I 'SINK j TAYLOR MASTER STUDY i b ',BAse 'a KITCHEN BEDRM. DESIGN LLC �y r 30° siaND i DINING AREA STAMP: RAN I I I � q-p -12 4X4 TUBE STEEL? 4X4 TUBE 1 6 - COLUMN - .'CSTEEL OLUMN PROJECT: a ry2 _ S'2 ] 2388 PKT a'-11 PROPOSED -- -- j' — - ---- W2" BOUCHER : a 2 :I 1 014111E Q ® _ 3 - HALL F- RESIDENCE }- 4 241 200 CAPES TRAIL n W.LC. s - `D•�, PANTRY '` + BARNSTABLE,MA. DIRECT b -' --- -- GREAT ROOM LINEN '� e CLOSET s « TITLE + Y 2468 e' tv VGASENT FP FIRST FLOOR MAS E Q _=2X206R FIREPLACE jL'�,. 4 PLAN BAII H�- -3 MODEL t I ,FFFF-----666 P DIMENSIONS 1 2 2 i, FOYER T.B.D. I ,., i ALE:1/8"=T-O„ N. I fo �P 1ST FLOOR PLAN 1 2 4 8 r s PROJECT# SHEET COVERED ENTRY 4 19-12 A.1 i i ----- DATE: OF A5 A ti28'20 5 " Issued for Construction: 2/28/20 12 I I I GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL 1 BE 2x6 Q 16-O.C.UNLESS I 1 I OTHERWISE NOTED. 1 I r 2.ALL INTERIOR WALLS SHALL -BE 2A®16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 36'SWARE HIP I ALL WINDOW ROUGH OPENINGS ROOFEOOF n a GARAGE LA PRIOR TO ORDERING WINDOWS. RODE i I • D ..................I........................................................................... ........................................................................I. D A.5 i ,A 5 4.ALL DIIMENSIONS PRIOR TO TRACTOR SHALL VERIFY ----- - { CONSTRUCTION.CONTRACTOR I f _ ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 1 I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE I , DESIGNER. I 1 I 1 1 1 1 1 I I GARAGE ROOF BELOW I I I , I I I I I I ' I NO. REVISION DATE I I O COPYRIGHT I I NORTHSIDE HEREBY EXPRESSLY I I RESERVES ITS COMMON LAW 1 _�_____---� COPYRIGHT. L____________ ___________ _______ THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR 2'-0 '-o COPIED IN ANY FORM OR MANNER I WHATSOEVER WITHOUT FIRST -o 1 (PERMISSION NG THE EXPRESS WRITTEN 1 I AND CONSENT R DESIGN ASSOCIATES. 1 r-1 I I LJ I , BUILDER: B ROOF o NORDY'S Q I BELOW i WNSIRucnoN�. m ........................................I.................................................... ....................4.........................................................m. -Custom Builders- C C A.5 i A.5 P.O.E-121 Deus MA 02641 A B PA.so5.3e5.2so5 I Nordy@NordysConslmCio— A.5 A.5 r1 ,rww.Noraysco�s n.wm I 1 LJ I I 6'- 2'-0 DESIGNER: NORTHSIDE ' '-0 z I DESIGN 1 I ASSOCIATES I I 42 1 TW1 l0 1 �10 r------ - ------------------ IN DISr CTIVE gESIDENTAL&COMMERCIAL DESIGN _ ) 141 MAIN STREET•YARM WTHPORT'MA 02675 .3 o ATTIC LIN (50e)362-2210 (508)352-9w2 -� ATTIC N — LJ 20 S. NOflTHSIDEDESIGN.COM ACCESS II PA EL I I NORrHSIDEI@COMCAST.NET rHV2 I � d4 KNEE L BATH • BEDRM.NO.3 WALL W.I.C. o N0.3 i STRUCTURAL ENGINEER: m 4M1 TAYLOR 4' — ----- DESIGN LLC -- ---- KIN 2455 ---- N STAMP: BEDRM.NO.4 7'-ICd'2 , A I zts PULL ATTIC _ ,,.._. ._-._ _ _..-, - .• ...a LADDER ABODE � - � HALL ti H PROJECT: PROPOSED -- --- I BOUCHER F LINEN RESIDENCE ma KNEE __ __ _ BEDRM.NO.2 WALL BATH N 200 CAPES TRAIL _ m rt BARNSTABLE,MA. o n NO.2 m_ ATTIC I ACCESS 0 b I PANEL ! ATTIC tom.�'z' vn TITLE: , wn � r`, �. ------ - = -------------- " SECOND FLOOR LIN. r.. r 2ND FLOOR PLAN z SCALE:1/8"=I,_0„ IV a'-oPORCH o' 0 1 2 4 8 ROOF BELOW { LJ a PR OJECT#: SHEET 1 9-1 2 A.2 A B o DATE: OF A.5 A.5 Issued for Construction: 2/28/20 2,2si2o 12 1` 6 )L REVISIONS BOUCHER RESIDENCE 200 CAPES TRAIL BARNSTABLE MA. t-� TQ NO. REVISION DATE LIST OF DRAWINGS PAGE# I SHEET# DESCRIPTION In z LU riry Lo W W U QC7 O 1 G. COVER SHEET: ! f 01 o 0 z = PROJECT INFO.&DRAWINGS INDEX U) cr 2 F it aim O u) w O O wi 2 A.0 - FOUNDATION PLAN w m z CIE I- E F U Q E Z 3 A.1 1ST FLOOR PLAN X F z H U 4 A.2 2ND FLOOR PLAN H m Ta z w=z Z w IS 5 A.3 ELEVATIONS TYPICAL NOTES U' w Zo o-a o0-§F z x3:WMWNO 6 AA ELEVATIONS 1.CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. d O Z z Uo W�z w PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION N a w O U1 7 A.5 BUILDING SECTIONS AND NOTIFY DESIGNER OF ANY DESCREPANCIEs AND/OR O x O w"N w z CHANGES THAT MAY BE ENCOUNTERED. (�t;2 W Q Q d 5 to ® ® ® ® ® ® 8 A.6 DETAILS z.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME H U w a o o x x x w w THROUGNQUT CONSTRUCTION ANY EXISTING CONDITIONS ARE z U O ® ® ® ® ® ® 9 A•7 FRAMING TIE-DOWN DETAILS FOUND THAT OF ED BUI COMPLETIONY PREVENT T14E E55FUL LDING.CONTRACTOR SHALL 10 S.1 1ST FLOOR FRAMING PLAN NOTIFY YSrDESIIG OF SUCH TIPRIOR TOOPROP MAKING ANY BUILDING A.s - PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. 11 1 S.2 I 2ND FLOOR FRAMING PLAN 3.STRUCTURAL ENGINEER/DE5IGNER TO PERFORM FRAMING 12 S.3 ROOF FRAMING PLAN INSPECTION a INTEREN IOR WANG ILL PLASTER BOAR AND/I�514.. I.FAIN FOUNDATION WALLS TO BE I&POURED CONCRETE fc'-WW ppeeII W/2M BARS TOP t BOTTOM.FOUNDATION WALL TO BE ON 10'Y24'STRIP® FOOTING.PROVIDE 31115 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY.PROVIDE Y5 VERTICAL DOWELS Y 24' O.C.EXTED 3'-6'MIN.ABOVE TOP OF FOOTING.PROVIDE W END ANCHOR BOLTS Y 32'O.C.MAX.MIN.7'EMBEDMENT W/343Mf PLATE WASHER. 2.ALL STRUCTURAL STEEL COLUMNS TO BE W CONCRETE FILLED LALLY COLUMNS UNLESS OTHERWISE NOTED.LALLY COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6'x6'x96'CAP PLATE 4 7'x12N% BASE PLATE W/2HY DIA.BOLTS.WELD ALL CONNECTIONS.COLUMNS FOOTINGS TO BE 45'X48'x12'SQUARE CONCRETE W/39u5 BARS EACH WAY. S.DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS, Cn 0SOUTHWEST ELEVATION 4.CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED (front) FILL.W6x6 W2.'hW2.9 TOP 16 OF SLAB ON BOLSTERS L PROVIDE CONTRACTION JOINTS V DEEP AT COLUMN LINES.CUT W/ 'EARLY ENTRT'SAW. v/ 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REWIRED z BY CODE(WINDOWS OR MECHANICAL) r h 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-O'MINIMUM COVER. O Vl Cn 7.PROVIDE .). STIFFENING PLATES AT BEARING POINTS OF STEEL W DESIGNER: BED(�'' F B,SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. N O R T H S I D E DESIGN 141 main street 10.GARAGE AND OTHER FILLED FOUNDATIONS, 10'POURED CONCRETE WALL W/21#5 TOP AND BOTTOM BARS. y a r m o u t h p o rt M A 0 2 6 7 5 FORM FOUNDATION oN 20'xla STRIP FOOTING.PROVIDE 2•L15 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING.LA TOP BARS TO MAIN WALL BARS.PROVIDE TRANSITION REINFORCING ASSOCIATES �����.12'O.C.VERTICALLY.PROVIDE'x x 12' phone: 508.362.2210 BOLTS 132'O.C.MAX.MIN.EMBEDMENT w/3'x3'xYf PLATE fax: 508.362.5269 ER' PIING AT HALLWAYS AND STAIRS SHOULD BE SPACED northside1@comcast.net DINGLY FOR RECESSED LIGHTING TO BE CENTERED. www.northsidedesign.com 12.PROVIDE D WOUBLE STRAPPING AT WALLS WHERE STRAPPING RUN TITLE PARALLEL W/WALLS FOR CROWN MLDING ATTACHMENT. COVER SHEET STRUCTURAL ENGINEER CIVIL ENGINEER BUILDER/CONTRACTOR down cape NORDY'S SAFETY STANDARDS-FALL PREVENTION Taylor Design engineering, inc. CONSTRUCTION Inc CONTRACTOR O PROVIDE FALL PREVENTION514GRAE ON ALL WINDOWS WITH SILLS ABOVE WAVE ABOVE FINISH GRADE PER CODE.ALL Custom Builders — WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL LLC COMPLY WITH THE REQUIREMENTS OF PROJECTp: SHEET CIVIL ENGINEERS/LAND SURVEYORS A9m F2o90. WINDOW OF DEVICES SHALL BE SELF ACTING P.O.BOX 121 Dennis,MA 02641 AND SHALL B POSITIONED TO PROHIBIT THE FREE PASSAGE OF 939 Main Street Yarmouthport,MA 02675 RIGID SPHERE THROUGH THE WINDOW OPENING 19-12 ph.508.385.2805 Nordy@NordysConstruction.com WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ph.508.362-4541 ANCE WITH THE MANUFACTURER'S INSTRUCTIONS. downcape@downcape.com www•NordysConstruction.Com DATE: OF 2�2s/2o 12 Issued for Construction: 2/28/20 4' [2. ENERAL NOTES ----------------------------------------------- _ -- ALL EXTERIOR !". _ E 2x6 16"O.C.UNLESS 1 - _ -_-__------ - 1 THERWISE NOTED. 1 '. ------------ - T5 4k4x,26'COLUMN I ALL INTERIOR WALLS SHALL ' l0'THICK x:4'-IY(MIN.) I W BTD.BASE PLATE E 2X4 @ 16"O.C.UNLESS. I ; I CONCRETE FNDN WALL ON 4 2-9f DIA,ANCHOR I OTHERWISE NOTED. 1 CONTINUOUS 2D1.Iw BOLTS TYP. I 1 i CONCRETE FOOTING, 3.CONTRACTOR SHALL VERIFY t' GARAGE SLAB i ALL WINDOW ROUGH OPENINGS 1 !:. 4'CONC.SLAB ON 10 MIL PRIOR TO ORDERING WINDOWS.1 i VAPOR RETARDER 1 i 4.CONTRACTOR SHALL VERIFY BACKFILL wRN CLEAN i 1 ALL DIMENSIONS PRIOR TO D i i COMPACTED FILL i D CONSTRUCTION.CONTRACTOR ....,...A................................................................... .................................1...... 1 1 1 A.5 ASSUMES RESPONSIBILITY FOR 1 A- I Is DEEP cownmCf10N i 1 ANY MISSING OR INCORRECT JOINT CDT wrm EARLS 1 DIMENSIONS NOT BROUGHT TO ENTRY 5Aw I ' THE ATTENTION OF THE 1 -------------------- i---------------------1 DESIGNER. j PITCH SLAB V PER FOOT 1 1 W ANCHOR BOLTS 1 32' j DROP TOP OF FNDN j O.C.MIN.r EMBEDMENT I WALL 12'1 GARAGE I I ��� xL31r35r yf PLATE WASHER I DOOR OPENING I 1 i (TYP') I I w Y PROVIDE a5 REBARS NO. REVISION DATE 1 = 1 •IY O.C.VERT IN 1 MAIN FOLZAETION 1 1 'x6'P.T. I WALLS TO TIE IN TO 1 T5 4'x4'x.25'COLUMN j I O C COPYRIGHT POST(TYP.) FRDST WALLS.TYP- 1 W STD.BASE PLATE 1 1 n NORTHSIDE HEREBY EXPRESSLY ON W CONNECTIHE 4 2-WO DIA'ANCHOR I ' RESERVES ITS COMMON LAW rL'-7 I_2 I POUR 15 NOT BOLTS 1 i'' I CONTINUOUS. ' i �`' I COPYRIGHT. ' �_ _ _ 1 _? THESE PLANS ARE NOT TO BE F j i REPRODUCED,CHANGED OR 25Vq' ' - I--—e -- -- - - :" — COPIED IN ANY FORM OR MANNER _--_ ---_--7 j J WHATSOEVER OBTAINING THE EXPRESS WRITTEN `II (2)2.10 P.T. it 1 1 .,.li PERMISSION AND CONSENT OF II FLIISN I j j =;'lit _ 0 NORTHSIDE DESIGN ASSOCIATES. ,r I PROIDE 10'DIA. SONOTUBE WBIGFOOT Q I I I I I I 61x6'P,T. FOOTING(BF25)FOR II COLUMN SUPPORT ABOVE ,I i i ;,_(i � � MST VP/DN. BUILDER: 11 (TYP.) I ; ; I NORDY'S or Custom Builders- I _ P.O.Box 121 Dennis,NIA 02641 ----_ -� ----- r. L 111 II C 1 Ph.508.385.ZB05 0 4 V 1 (2)2x10 P.T.J ..... ........................................................... .....II.................. o NorcN�Nor Conswdwn.com.. I. .. ... ..1...................... ayx FLUSH x ` jI I I I A.5 —.N.,gsConsUu,u.n.mm 6'x6'P.T. " ° A.5 A.5 1 i li i POST DESIGNER: NORTHSIDE A.5 I I I 10'THICK x 2T-10' 1 ::.I I � BILCO TYPE Y' CONCRETE FHDN WALL ON DESIGN _ I 4 I CONTINUOUS 20410' BULKHEAD.CONTRACTOR 1 CONCRETE FOOTING. 1 I TO CONFIRM MODEL AND II I I. 1 '.� I I DIMENSIONS W/GRADE II 2,10 P.T.LEDGER I 1 I I - II 2x10 P.T.LEDGER DISTINRNE RESIDENTIALA&CoOMMFR�CIAT DESIGN To SLAB DEPTH AND I I I (9) FLUSH I 1 I I - B w/(2)%'DIA. DESIRED RISER H. W/(2)%'DNA. 1 I LVL FLUSH I I BOLTS V 16'O.C. PRIOR TO POURING FNDN •16'O.C. I(TYPOI r_ ___ .I (TYP,) ---_---K------------------ -- ------------ -------------- _ __ --_- -__ -1 ( i RMO A802 I I I I "' 1 141 MAIN 5TREET'YA WHPORT'MA 02675 ------------- ------ -------J I I I I :'.L`-- — 506 362-2230 (5oB1362 1 -_� !2— v --------------- ---`--- NORTHSIDEDESIGN COM ------ 1 • I f--------- iµ— L-- - 4 -- l . NORTHSIDEINDCOMCAST.NET 10'THICK x ST'-10'_ CONCRETEFNDNWALL ,_ ,----------- ON CONTINUOUS 2 ZO' 2 10 1 i CONCRETE FOOTING. ISEi ;% i �r /L��T ENGINEER: I r__________ _J i III � "� 1 F ` H 1 • I I STAIR TO III 1 I GRADE.SPECS III FLUSH 12 LV IFLY,�xl '� BASEMENT SLAB vi�lll C T.B.D. III i 4'COW SLAB ON 10 MIL I 1 iv VAPOR RETARDER 1 I �_____ : 3 Jy'CONC.FILLED III I I ----- - STEEL LALLY COLUMN BACKFILL WITH CLEAN - 1 III COMPACTED FILL I 1 ON 96436'xl2'D. 1 ___ CONC.FOOTING a�t6'-4• 1 1 (TIP.)T-T '. -DROP a� FNDN 1 1 - 4 POST /_ ni _ BULKHEAD OP'G I 1 r-- -� UP r-- - � :r-- -- POST POST -- -� r I I I 1 I :I I UP I I I I-_-__ I I `I I I� __ __1 I E _ __ I lV _ EE cl.____ E = ____ = I 1 i 1 ED 1 BFAn L-:-- J L J L-- _ J L-- __J J BEAM POCKET 1 •`. I - OUCHER WICKET PST - - (9)I-9fxd-T6' L --- ; i TUBE STEEL RESIDENCE I(B)I-91'xll-$' UP I I�—'.- I LVVL DROPPED I 1 COLUMN UP/DN. I LVVL DROPPED 444416•TUBE STEEL 5-W CONC,FILLED STEEL 1 I 1 j ~ 9 (2)2rh1 COLUMN ON 36'x36"'D LALLY COLUMN ON I r (5)It- It Yf�I ` CONC.FOOTING waia'xM D.coat, i 200 CAPES 1 i m B 5FLL15I1 OP'G (TT1'.) FOOTING TYP. PE TRAIL �.. i TAIR 1 1 B 4x4 PT POST BARNSTABLE,MA. 1 LVL FLUSH NI-------i 5 ON.ON �� I 1 III ------ 244241d20D, 1 I j Id THICK x 4 FOOTING FOR W ANCHOR BOLTS•52' 1 j 56'DIA. 3 STAIR O.C.MIN.T EMBEDMENT 1 CORRUGATED - 1 I CONCRETE I ! r2 i LANDING W/9'x9'x Yf PLATE 1 I GALVANIZED STEEL TITLE 1 I FNDN WALL 1 WASHER(TYP.) 1 1 AREAWAY I 1 III i 1 CL - I W/GRAVEL BED, FOUNDATION ---------=------------- - « (TYP) • I `- - 10'THICK x t7'-10' I PLAN ' _ J ------------- ON ---------------'1 '-4 ` CTINUOUS 20S110' i F `--�- ---------- ----------------------------CONCRETE FaorING.---- --J i SCALE:1/8„_1,_0„ L — — ——— — (2)2.10 P.T. - PROJECT#: SHEET ' FNJ5H _ ' SONOTUPROVIDE DA• FOUNDATION PLAN 9- 2 A.O A B I I ___ I FOOTING (BF2B)GFOR A.5 A.5 V / 6'x6'P.T. \ COLUMN SUPPORT ABOVE POST UP/DN. _ DATE: OF Issued for Construction: 2/28/20 2/28/20 12 4,_ GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL STEEL BEAM I I BE 2x4 16"O.C.UNLESS \V;\ OTHERWISE NOTED. WRAPPEDDROPPED ______ G P"BTDED I I F 3.CONTRACTOR SHALL VERIFY zfisfi I I ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. II I I 4.CONTRACTOR SHALL VERIFY °o ALL DIMENSIONS PRIOR TO I CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR D ...-...-...-.. .....+....................+................................................. ........................ D ANY MISSING OR INCORRECT A.5 A.5 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE L_-- I I L------- DESIGNER. PULL ON. I I ATTIC LADDER ABOVE I I r ------ II I GARAGE SLAB ON GRADE I I I o e i i NO. REVISION DATE © COPYRIGHT DECK I I I NORTHSIDE HEREBY EXPRESSLY L PROVIDE I LAYER ! RESERES ITS COMMON LAW COPY FIOR RECOTYP GWB• I I L ---- THESE PLANS ARE NOT TO BE SNARED WALL• I I ----- ---- FIRE-RATED REPRODUCED,CHANGED OR GARAGE CLG. I I _____ EMRT DOOR COPIED IN ANY FORM OR •1f I------- ----------- -- _---_—_-_-_--_---- _- -- --I -- .I._-_tr-4_-.4----- 26s6 II II -B - MANNER ER WHATSOEVER WITHOUT FIRST pN, SROBTAINING THE CONSEN T SN GRA — 268 PERMISSION D OS NORTHSIDE DESIGNSCIA LAUNDRY - I� I I � I ' mo - ---- - - - -- -- -- - - - 2866 COVERED BUILDER: PORCH N O"Y'S - - --- -- - - - -- .._..---._.....- I ---- - DECK.__.--- --- -. �' crnusrnucnou6•. Custom Builders- I C ___. ... .. ZT. 1 I C P.O.Box No Dennis,MA 02847 VANITY................................... rt. IPNoyxsContwdl _ ... I I A.5 Y,YAY�oreyscoAs�runloa4om ..I...'P...........- Nordy@NordysCons"dion.com ... ........LAV.VANITY 4 � — A.5 i --- A --- -- B ----- -- zsse I I I I I DESIGNER. NORTHSIDE A.5 A.5 5�- BENCH CLOSET m J{{J II Gt DESIGN __ !1 ® ASSOCIATES -o z6sa III - I'-�• --- � DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT MA 02675 .- — _ S- - - I - 1508)362-2210 (5081362A802 - � TW2646 ( I I ( I I 111141 INORTHSIDEDESIGN.COM --- NORTHSIDEI�COMCAST.NET _______ �•REF. LASED ' ° ° OP'G STRUCTURAL ENGINEER: I `-------- ------------------- I ;33•SINK jTAYLOR MASTER BEDRM. STUDY i BASE KITCHEN DESIGN LLC �• 94iND i DINING AREA STAMP: I I • ' '- 4,4 TUBE STEEL 1, 4x4 TUBE c MIN T� PROJECT: T�[ E GALIlY61 2868 " 2668 PKT _ ___ __ _ ____ �• � PROPOSED BOUCHER 2 j •WINE p _ 3 HALL -�- COOLER T RESIDENCE 6 2M. PANTRY '�' 200 CAPES TRAIL BARNSTABLE,MA. I 6 ---- --- GREAT ROOM LINEN 'S 6 e T CLOSET VeRNT TITLE 46B— 6 GAS FP 1r 6 °P ? ------ - -- 8— FIREPLACE FIRST FLOOR MAS E q 4 -- -- PLAN H -IY2- 3 YODE' 4 I . 2 i FOYER DBIONS SCALE:1/8"=l'-0" 7'-2 - IR. ; 1ST FLOOR PLAN 0 1 2 4 8 PROJECT#: SHEET --� � A.1 COVERED ENTRY I .�9-.�2 r-6 I'-r,� l DATE: OF A e 2/28/20 01 12 A.5 A.5 Issued for Construction: 2/28/20 ----------------- ------------------------ GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL I I BE 2x6 @ 16"O.C.UNLESS I I OTHERWISE NOTED. 1 2.ALL INTERIOR WALLS SHALL I I BE 2x4 rQ 16"O.C.UNLESS I I OTHERWISE NOTED. I I 3.CONTRACTOR SHALL VERIFY 36'SQUARE HIP I ALL WINDOW ROUGH OPENINGS CENTER ON G ROOF ON GARAGE r i PRIOR TO ORDERING WINDOWS. Y I I RODE D A.5 ..................'.......................................................................... ........................................................................I...................... A.5 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO - i CONSTRUCTION.CONTRACTOR I I I ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE I I DESIGNER. I I 1 I i I I I GARAGE ROOF I BELOW I I I I I I I I I I I I I NO. REVISION DATE I I I 1 O COPYRIGHT I 1 NORTHSIDE HEREBY EXPRESSLY I I RESERVES ITS COMMON LAW � COPYRIGHT.------------ THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER I WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN I I PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. LJ I 1 LJ I I BUILDER: �4 ; ROOF NORDY'S C BELOW mlasraucnoN�. ........................................4................................................... ...................4..........................................................b. C _custom Builders- A.5 A.5 P.O.Box 121 Dennls,MA 02641 A B Pn.soe.385.2805 I I Nordy@Nor4ysConstmallon.wm —NoraysC-Wr""u-- I I LJ I I DESIGNER: NORTHSIDE SL I SL rL DESIGN 1 I ASSOCIATES 642 I TVV1 310 I 4310 r------------=--------------- DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHRORT'MA 026]6 c ATTIC LIN. ISM)362-2210 ISM)362-B8o2 I ATTIC NORTHSIDEDESIGN.COM ACCESS . I PANEL ! I 0 I I O NORTHSIDEl®COMCAST.NET 01 :a'KNEE I BATH • BEDRM.NO.3 F ry� HALL �I W.I.C.I NO.3 STRUCTURAL ENGINEER: y I a ? 2 TAYLOR — --- I I DESIGN LLC --------- STAMP: BEDRM.NO.4 I I '-6 2868 I I PULL ON.ATTIC LADDER ABOVE 'L Irk. HALL " �l I n PROJECT: II m II I I 2868 zsaei PROPOSED ____________ 1,44.1 BOUCHER rl rl RESIDENCE 200 CAPES TRAIL CL : -------- BATH BEDRM.NO.2 WALLm BARNSTABLE,MA. NO.2 ATTIC -I I ACCESS ------ - i_3 I PANEL ATTIC TITLE VA z' ITT ------------=--------------- I SECOND FLOOR RO LIN. Ii O O PLAN 4 2ND FLOOR PLAN TV T2 z bz SCALE:1/8"=1'-0" 4'-0' PORCH ROOF rL SL 0 1 2 4 8 BELOW LJ LJ PROJECT#: SHEET 19-12 A.2 A B DATE: OF As As 2/28/20 Issued for Construction: 2/28/20 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2,ALL INTERIOR WALLS SHALL (-) 3.CONTRACTOR SHALL VERIFY OTHERWISE NOTED. ALL .. PRIOR TO ORDERING .. 4.CONTRACTOR SHALL VERIFY ALL DIMENSI . . RESPONSIBILITYOR ASSUMES •. DESIGNER.ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE r nu■innurcnnr--' _ Ianuocemnni■nlncnlR�■n.■uuun■nucmnnn■uonnw■n■nIi==—== . =----Imul■mmuunnn■mluu■amt■ ■innua uun■■■nn■■■1= _■ul■un■ ASPHALT- nmunt■u■nui —I.....■...EERIE u■tuw■in —nl■nt■ul nnwnn■nnui= ■�■�■ —launata■w■in nn■t ■■nnn■I I■Rnuuuuuu =lnimmsuuui =..mum WHITE PANEL nu.n■umnuu mmunnu■U a■imlmzmu■ n lannul■n u■ilemaiu■ nommoisnlON 1XII'lc:nomcauniami lauunnout■t ua■onn■■i ■■■i■in■i uunnnu■nnl al li i■nnuonauannutunn n■inau■im■ti I CROWN FASCIA - - - _ - - ...---- - - ■in■n■ll - .emn■:gnu■c�nn■.-....-.-..no■uunnnlo■ml■..-....-.-dno■nnnnnun....�.-....omnn■ln ®® _EDMOULD ONnl.`n■■m:e■uu:.■ul■n..■mn■���u■un■nlnn■nnn■n■nu■uuumnnunnnun■■mnuunn - - Inna►nluu■c.an■c.nr• -.on. nnonm■■ununnnnnnunnnonnunnnomnwun■i tnmo■:.nwm.non� nn`�numm�omnonnionnunnnumu■unnonnunnno cannn:munc!• vu.mm�unlnmm�nnnnunnnmm�nlnnnunmmnnun p COPYRIGHT 1� ■Lim-■i::�IC->• ii--■isil■::ai::ilG:ili::■L�il■:-/G::ilG:ilia:■i�il■:�ai::nG:ilt::■Gil■ r ■■onomi.n■11/•`� \■■1■11■■a1■11■■a1■Ila■a1■Ila■a1■11■■a1■11■■■1■11■■at■In■al■11■■■1■111 - - 1■1■an:\I■■I�� \la■■n■naitlal■a■alnnnlala■■■nl■■■■1■nanlal■■■■1al■■■■1/1■■■I RESERVES ITS COMMON , --------------------- ismus ___.__---_.__-__ ]1■■ala■IEEEteal■■■t■a1■■■If■1■■a1■■1■■■1■aln■1■al■■■n■1■■■1■al■■ _ _ ■1■1■aa■1■1■■■al■In■awl■■■■1■1■■■al■1■■nl■1 l■al■1■■■■IL-_ -_JI■1■a■■1■ii■aa1■la■■■1■1■n/1■1■a■al■1■■/al■1■■f■i■In■al■nC�::�:: r- a 1■11■IEEE11■1■a■1,'�•-'-•'�•-!■11■t■■■11■In■11 ■■■11a1■a1111 ---- - n■11■IEEEIlnr�-•••-•--!■In■11■1■■■11■1■■r••.•-'�""7a■Im■■■tia a-•- - - COPYRIGHT. PLANS ARE NOT TO BE 1■11■■al■ll■■r1■1■■■■■■■■■■11■Iii■al■11■■■1■n fniso mini all —I■1■Ila■■1■11/■■■■■■■■■■■1n■al■11■■at■11■■■11—n1■11■■■1■111THESE t■uatnn■■n —i■tau mmalso n nnouuuw --I nmr-mw ��—nnomn■1= —■■unn■i REPRODUCED,CHANGED OR ■1■■ala■L.ai ..l.., —Ola■1■OI■■1■ IOaI■a■IOI■■I , ' Ila■1•�•1■■il ...., 1■1■■■laal■■I= ..■ ■■■1■■1■a Ot1��O1�iOl— ■momils■nl■ 1■mn■■■I■la is■i►-...1. I■i■1■■■al■1■ i1O■al■III 11.■■tl■1■■■tl ■a■tiil■■lill■I ■■■timmo■I= ■■It■t■a■11■I= Ill■1■i■ill iiliiiiuniil= ■, =uauuuun mm�num , ' omnw■- ■.■.■ -nnnol■m- ■.■■ -=munnn -- - -- nonmum— m■uomm� nmonur.■e , ,, ntaun■in -un■nnnn ■■nn■rni nnatnuaaii- =uta■i■■naau untonrai■u inmatni— =ntu■intoi —■aal.:lo - n■inannnl— —um■in■n■ nnnmmAn n■ima//tr— =lauuuatm— —olwnt■ll Rluu■■tui■— —nu■nn■■ni u■ifat■�cni _ - u■inl■■■i— —/nnuanni— _;.lalu■na uua■n■tu■l- =un■nun■li au■ll■■[run nl■n■ot■= © -u■nun■n/- © =ties me lal■nnauati=-- =uumnnml muwnf:n lata■onm= =..Doom= _ =f■nnn■i noatntoal\...______-----...ntan■ntan■ linu■nnc.in nauounl�...--_ --_�...nl■unuo�...___-- --J...�onnm mm�nnnmm�n�nnnnnmm�nl■i nn■innma nnnununnuiuiin■innnnanufanaunai I Innl■nnnm i■il■t■unn■onnomnumnonmou ■anniwnni I 1 ' l onnl■ono■ono■amn■unn■uu01 2 111 ■■lin■annt■■nu l■uumuuu■uouuanullou■uonni nt■nualu■ - - mnn■nnnomnw■unnnnomumnnwnIII is■■1■w BUILDER: m■nnn■■nmomn■nnn■mn/■/nnn nl/■omuul _ mnuuua■unumnnonnunnanmini me me. i - " Ir noununnnnumomnonnl■a■l■m nnl■nasal■r-1���-=•Inunnn■umuuun■■nnunnnunuunnn■anmm�nl■f - ,au■a® • ai■L■nam■®uiuRui ti ■ ara a�ira[ml■ muuatre� .a■■=min■anmw■u■mm� • wu■a im■■w■mm�>. .wn■■nmiii■minm�ui®nIu■o■mmna _ .L■im■■QI nil Rr ■wunumnut■a■n►, _ �mi■um/v' u■■mnw■tiomu iuuu i■.�mr■.num■mui■n In■rrmmaun 'r loom nmfnmmt■unnm u nnu■t■n il■una. mmulmmmrr■n■ ■ - - i..rlm..w� %a■Ilal■O. ■Inln■Im■a■11.I■..n�t - • _ ..tnomnw■fiv' iol■... me uum■■■muf■n■iu■■ir wnmmannn[� tini■iutuunu■, n■u■■■munnt■■] INNI �i�;t• nnl■■an■ i■nununuiuu. luunnnunnl■mul■nn, man■n■■alwnar nmm�mnmm�■, mim■t■uuamuanmm�. nni/R/■mli►' .onni■unnonm■o. ■into/■ ■a■nwafRal■I■m.` DESIGN LLC uw1■■n■uunn a■nnn■nmuunuonu- �arc■a lotnnum■uivs< mtunuauu■ni■n iii�nf■■ina■■mlaa■al■a���ii.I■■■[■mom■■■nma■■V ■Rlaa■I It■laaal. m �nia iolwoniirw'r io11 11 i ■ ■�■ mliinin. 'wii iit nini°iiii�m 1■i■Ii■ntr■p in la■■alal la■■alala■■■. `al■ntf■■■nla■■■ID,n■nn - - In[[■[tnal/ ,in lot ON ■.■■ ■.■.■ aRfalfal■■■1. nn■■nni■n1/MERE la■1■t■ud nnnmm�n n■Innn■inn, �vmm�mn■num ■wnur rioun■onnn InnR■■il■t■m . nni■■■nruJ■■u■o nRu■s• imm�nRno mu■nnluu■u, uumuvJn■Ioi bna■av innnwm■■nn Inwan■■nnno, n■nw Ruu■i arer Iiunn■nnnom niannnnnmul. uu■�natn�l [■Y n■mnun■a in I� lRlnnt■1■aaat■naaa. ■1■I�U■R d ionno■nnu■lnu\-....�.�:..:�.�....�imm�nmonnuu, ■,u■■�li r.il •. iomnol■nonmaomnouna■nnnolnnulnnoun■omi, u 1 `:`_- _ _ .iuuaonuaunmunnnounnnunuununuunununnno- `am■i • - - nnnmoonl■nnnonuunnnonumnui■uuunnul■■ununl. nnn■nn■lnn ifft■riPROPOSED •••- '.mnmmnul■unnmmin■nnnnnunmmunun , uml ' ::il:::■GGItG�ii::iiG:it:::■G�ti■:�iG::alG:it:::■C�li■:�aG:nlG:i GO;■Blli: no, -• • --- ------__-- J■1■11■■■1■11■■■1■11■■■1■Ila■aRil■■al■11■■al■Ila■■1■Ila■aR11a■al■INS nt■Ila■nl �l■Im BOUCHER r - _ - ----- - __ ._ _ _ _ - .nr.rinrorna■m•in.ran•o•'nr•■a'•na.in'•o•nlr•.n•In.rn••o•nlrl /arr�i nnnmm�nnl■nnu■to■nmanmmn■Inmmnn■inm■na■iunnn■n ran■■nuuuuu■uuauunuunmuumonul■ummnul■unaunmi uuu■n RESIDENCE unnnn■IuIEEEImu■Imta.mm■nm■mm�mm�■nm■mmunnnnR annmm�nm■nnn■innlnnnlnnmm�mm�nl■n■mm�nl■nu■n ■nl.m Imnn■nnu■nnnumn■muwnnni■n[■unuam■iimmunuu■n■m nmmo■umuumuuur-••••-•-••�to■un■nnunnnt■ununmm�■ pI fnt■mnt■1 n■n■uu ti nunnn■ua■n■uou■uol ■ol■uoumol■nunnuonnu■n aumm ttn■unmummnnmwaw■nnuaainnmmmlmaumnulun■nnnn immnnnl rc■■aui■a■tl Innunnonnnwmnm Innnnnnnnnnwnnwmuunu awu■■ t 1 muun■uiumunununanmmmmnnnmmmt mannl■nmual n ,'`� nnmunn �.� ■R■n■nu■ - nuonnunnaumnl■am ■■, nnnunanunnR■nnuannuannl umm■ CAPES TRAIL Immmnir--------7mnalm■niimuumnt■mnm■nnmm�■mnma u - Imuuml■ --- ■m■nmm u I■nnnnlnnnlnmm�m _� mnnuannnnnnunmuunuml f■nwn - - m■nuuni ■mu■■nu■unuam■u■■n■u ::uu�un■nmu�.nu f , iinnamnl lammnnnl y u nnnR■■nnnnnunnn■i ■■■ uu■nu■annl■■■uu■a■nu■anui■■■ `i■wun Rmmwm uumni■■■t■nna■mi slot Ju■wnnu u n I■n■nf■nn uunmmi �■ n nvn■■unnoi■mul■nol ■ a■nnnomlunnnol■in■nnnon ■auw BARNSTABLE,MA. nnnwnm ■mumimm■nnnuntnni r w umnnml luwunol ■,N t nn■■nmonnnnnnum uunnnuuonuonn■unnnonm ME SEEN ■ia[mainun Iunml■■■tm■ammuunu 0 ■n I ■mmunl[ ■moon. �rr ` nmmnunnmm�nom nnnnnmonnlonmonnl■nml m■n■n nnnuni■1 ummwnmm�m■uaaaum' m l mnm■ni■ nmanmu ■■11 I Iannnmmnnnnnl■nn nnlnnnl■nnnnmm�■nnmmn mm�i �r - ••. •.•• 1w■m■rcwnmamrc�mnwan■�n■ni nmIaI■■uuna.uw■ia■ua■i■■■uu1I■muwma■■■Rmnmlnf■waurc■nn■■■u■nI�n■im■��nu■tn�in■■u1nn■n•1 j mnorf P©�rGIF l Lrnj uu®IuI i p�■j G�jj P�Fr+-n8-,�R .u�^.nfi i muI1a.■inn.nnn.■.■nn.■lnmn..u.11■.■n■nnunun�mnnulmn7lun.uIm.n\i-.mu-t.®n-.-m.-u1-.u-■1-.m-u.-.num.1uum.inn.�.u■.un.n1un.1u.ln.■■.uum.1nm.1u.�.m.n..nnn.tnn.u.u.n.nminmlunnmml mwaeanalma.nnnnnnm u■i■nurt■Mf■nut■ntn■■n■a■lu moo■■I■11■■al■11 ..m.■lal■ .1.00.1.1.1 anth nanl ELEVATIONS i■tnlQi _ 1 • • ' • -• DATE: • ' 112 • • • • i ,. A . INN, I nR[ai-aaa.�.>♦' .a. ,t.Dl, .n��itnliltmr'n.In1i■1S/m�fsIsRnnriilMir■ifilmliiasnsilsfllii■ns•n1i■rnia■l �i,•�—•� mo l ii, l. , nuiifi(arim[■rrl © werIItmaa.[�i�u7�lRa [Klein 1/11■Ir■rlrc.l Ill Illlrci■lill■ n[in 1■fiflflffmf [�[[�a[rin 1■li■flail■■ la/ u\rcnnm u/0olI INS ■nial/nuu r■rtnsni n■un■mnmlunlml nmll■culmllm mumuru l■uWinun ■Qmfjnam lm�ninnfounn iiMi f ®- . .ti�nmonuunnfunnm ---- --nuuunennftlunflinna. RMi[Mim■fnMiQ■uvim■mm o ••- - •• .I■!Ylsffslit■snlllnaflim■alinO■Imlffa■Illfnflmrcl•■ftlllaaslmnfssl�., llrrc[[aEillafll�ms •- \ -IRi:altal::alran::mr:ural::al/:all::ar:n::a/::ali�atr.:ara■:a/::a l:�—f�attu:ah' _ •- • - - -- ' ifllllsislmllstorn[is1m1OO1mIni■Illlfmslmllf/[un■rnr.rcrnrnuurn[. 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ALL EXTERIOR WALLS SHALL CONY.RIDGE VENT BE 2x6 @ 16••O.C.UNLESS CONT.RIDGE VENT (TYP.) OTHERWISE NOTED. (TYP.) ALLS S OR RIDCaE LVIL RIDGE Zxe COLLAR BE 2x41@Q 1E6"IO.C.UNLESSHALL TIES v IL•O.C. OTHERWISE NOTED. 2X8 COLLAR IT E5 0 1W B� ---- ---- BRACING v VERTICAL' AS�T�F 1 3.CONTRACTOR SHALL VERIFY O.C. ---- O.C. -- I514 BUILDING PAPER ALL WINDOW ROUGH OPENINGS -.- -.- W COX SHEATHING PRIOR TO ORDERING WINDOWS. -'i2-.-.-.-.-.-._ 2,10 RAFTERS vW USED ROOF(TrP-1 �Iz 4.TOG PLYWOOD INSULATION PER CODE 4.CONTRACTOR SHALL VERIFY SUB-FLOOR GWED • ASPHALT ROOF �: h'.. AND NgliEp(TYp-) ALL DIMENSIONS PRIOR TO • W�v'BUILDING PAPER lbu'i'! 2,10 ATTIC FL. WHITE ALUMINUM CONSTRUCTION.CONTRACTOR • W COX SHEATHING y,� 1 .JOISTS v IV o.c. HERS(TYP) ASSUMES RESPONSIBILITY FOR • 2,10 RAFTERS v k' Y I - D.C. Z TOP OF PLATE - - yyyyy DIMENSIONS NOT BROUGHT TO • INSULATION PER CODE BEDRM. , It q'-W KNEE -.--- .---.- FASCIA VENTED WALL FASTED SOFFIT THE ATTENTION OF THE 2x12 FL a - DESIGNER. WHITE ALUMINUM J015T5 v k' GUTTERS(TYP.) O.C. WALK-IN - - _ _ = r I CLOSET WHITE ITEE CEDAR INGLE5 Ixe FASCIA '-I DROP CLG.• JOPTION TOIJ`{^ ,,ul Co Ndr,EWRAP Ix8 VENTED SOFFIT LV)L I-;'i411-16' STAIR 1 1 I Ye T#G PLYWOOD T CDx SHEATHING • R-20 BATT INSULATION LANDING �� SUB-FLOOR GLUM 26 v W O-C. TAND NAILED(TYP.) VAPOR BARRIER 202 FL.J015T5 Yt'GwB SECOND FLOOR(s bfloor)qq M.BATH MASTER '+ 1 I •IL•o.c. by - - -------- -- ---- - - - - - - - - NO. REVISION DATE «z BEDRM. u. V..TFLU STAIR 1)III_ . 3)2,10 © COPYRIGHT AND NAILED(TYP.) Q LL VL U.N.O.HEADER TYP. NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW v 16, .C.202 FL p15� J,i-� b H STUDY THESE PLANS ARE NOT TO BE W6 . REPRODUCED,CHANGED OR u COPIED IN ANY FORM OR MANNER (3) 5U-FFL�GLUED WHATSOEVER WITHOUT FIRST HOOD I AND NALED 0 (TYP.) OBTAINING THE EXPRESS WRITTEN BSMT LVL E'. (3)I-"4 11 Yi PERMISSION AND CONSENT OF LVL FLUSH FL.JOISTS b Z 7. FIRST FLOOR(-bflooq- - - - - �-BEYOND�_ --- I WO.C. NORTHSIDE DESIGN ASSOCIATES. TOP OF FOUND._-__ - - - - - - - - - 10'THICK.37'-IO' Y1� {: BUILDER: CON OMET. 0-A& w 6x hII.9.W2.9 "' 19)yxll-%• ti-ONCRETE FOOTING 44 STAIR LVL BSMT 2 N_O_R_D YM S .-..•...•........ _.,. _......... .,._„._ ... _ •BOTr INUOIY _CusfomBuilders- N LALL7 " 1 AROUND/A�LL.p 6•COMPACTED FILL 41•`i' F COLUMN �' OPENINGS(TYR)BEYOND P.O.Box 121 Dennis,M402641 ph.508.WS.2805 IW THICK x ST N4r6yQNorgysCo shuabn.com 4'CONC.SLAB CONCRETE YJALL www.Norgy.Con9rupl .m BUILDINGSECTION W 6x6 W2.%mq ON COST.20%10• TOP)6 OF SLAB CONCRETE FOOTING A TOP OFBSMTSWB - - -.-...- - - DESIGNER: NORTHSIDE 6'COMPACTED FILL - DESIGN ASSOCIATES BUILDING SECTION DISTINUIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOLITHPORT•MA 02675 (503)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM CONT.RIDGE VENT NORTHSIDEIOCOMCAST.NET (yyT))TP.) )) LYL IRIPGE4• VON{CONT'R(7Yp,) LVL IRID4kGE � L ENGINEER: 4xi POST ON. O R 2,10 RAFTERS BEYOND v k•oz. )) 8 2,0 CL.G.JDI5T9 2x10 RAFTERS I I NOR!BE1•IOND 7 LLC •Wo.c. v Ivo.c. 1 � INSULATION PER CODE I.e FASCIA Vy ATTIC 1.5 W SOFFIT WHITE ALUMINUM GUTTER TOP OF PLATE GARAGE ATTIC FASCIA MIR (3)2.12 P.T. -.- 10 ATTIC FL. LL��.. MITE ALUMINUMT lu PROPPED ATTIC FLOOR(Wbfloor)- - - J015T5 v k'O.C. GUTTERS(TYP.) — } 1 PROPOSED (3)2,10 NEARER TYP.U.N.O. W 14x43 rc `�. ` SiWARE NON-T. TAPERED 1. ---------- ----..___- LVL CO rI!-�' R EOS D E N C E STEEL BEAM $Z ]LAV L - b COLUMN WRAP W/ [�jHEADER TUSCA PLINTH CAP#aASE ON BARNSTABLE,MA. (-7� « - PLINTH(TYP.) PROVIDE�uYIBL 200 CAPES TRAIL kJ . �4 COMPOSITE �_�,y1 DECKING(TTP.) GARAGE CLG. _ 9'W.R 7'H. =•n2'i I =+2' - (2)ZxlO P.T.FLJJSH FIRECODE GNlB Ti 3 oOVER EAD GARAGE -. .11 -.-.-.-._ _...__._._ GARAGE OOR aIz SKIRT BOARD TITLE 2x12 FL.JD15T5 FIRST FLOOR*bfloor) PITCH SLAB)6' 2,10 P.T. •16.O.C. ;( 2x10 P.T. 2,10 P.T.DECK ----.- - - - - -q•COINC.SLAB ON 10 MIL BUILDING LEDGER �:' LEDGER I � JOISTS v MY I'-7 VAPOR RETARDER PER FOOT E ARON IO P.T.DECK - D.C. TOP OFGARAGE. TOWARDS ODORS - - - - SECTIONS -015T5•IL i; BASEMENT t. - - - O.C. c �' Id DIA.SONOTUBE W/ _ ;. 10'THICK x t7'-Id F i BIGF00T FOOTING(BF25) .:-J G'COMPACTED , ... F .....:•:�,. ON CRETEp WALL J (BEYOND) IW THICK CONCRETE xFNDN WA(MIN,) PILL(TTP.) CONCRETE FOOTING �___��" CONTRACTOR SHALL ON COMT.WNW CONc Y• SCALE:1/8"=1'-tn y. MAINTAIN 48'MIN. FOOTING• ' FOOTING COVERAGE '9,. 0 1 2 4 4'CONC.SLAB _.. "e�f�`j L'COMPAC-TER FILL. �:�v�•. PROJECT#: SHEET D BUILDING SECTION 19-12 A.5 �, BUILDING SECTION DATE: OF 2i2ai2o Issued for Construction: 2/28/20 2 GENERAL NOTES IB .ALL EXTERIOR WALLS SHALL E 2x6 @ 16"O.C.UNLESS THERWISE NOTED. SIDING: REF. ELEVATIONS b MIL POLY VAPOR BARRIER .ALLINTERIORWALLSSHALL EE 2x4 @ 16"O.C.UNLESS SE "TYVEK" HOU5EWRAP —2 GARAGE GARAGE DOOR 3.CONTRACTOR ALTO SHALL 3.CONTRACTOR SHALL VERIFY " CDX PLYWOOD II COORDINATE „ „ „ ALL WINDOW ROUGH OPENINGS YY �4 T4G PLYWOOD SUBFLOOR. GLUE DIMENSION W/ DOOR I-Y2 xI-Y2 A4 GALV. PRIOR TO ORDERING WINDOWS. 4 NAIL TO JOISTS LOCATION ANGLE W./ #4- 4.CONTRACTOR SHALL VERIFY 2xb @ Ib O.C. ANCHORS @ 3 0 O.G. MAX. ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR INSULATION PER CODE „ „ 4" CONCRETE SLAB INCORRECT 2x12 FL. JOISTS @ Ib O.C. b APRON THICKEN TO � ANY MISSING OR 2xb SHOE I B" @ DOOR OPENING PITCH TO DRAIN DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE Wbxb 1,42.gx W2.q DESIGNER. RIM J015T OR DBL. PERIMETER N 2 @ #5 KEBABS, TOP Ya OF SLAB CONT. @ PERIMETER ON BOL5TERS Y2" GDX P.T. PLYWOOD BOTTOM b" MIN, �.Y. FILL 4 TAMP 5' OUT FOR NO. REVISION DATE MIN. I"/FT, SLOPE. p © COPYRIGHT PROVIDE 12" D. BED OF " (2) 2xb P.T. SILL2x4 KEYWAY NORTHSIDE HEREBY EXPRESSLY STONE WHERE NO GUTTERS 1' SILL SEALER RESERVES ITS COMMON LAW °ea 7FILL THESE PLANS ARE NOT TO BE . MPAG7 REBAR , 2 @ #5 5 REPRODUCED,CHANGED OR 2 @ #5 KEBABSCOPIED IN ANY FORM OR MANNER ° CONTINUOUS 4 AROUND y WHATSOEVER WITHOUT FIRST 6 OBTAINING THE WRITTEN ALL OPENINGS PERMISSION AND CORN ENTT OFF ;I NORTHSIDE DESIGN ASSOCIATES. III=III I I I=I i I=1 I I—III I I " ANCHOR BOLTS @ 32" -III=III=III=III=III=III=III—I I h O.G., MIN. 7" EMBEDMENT BUILDER: =1 I = =I I I=1 I I=I I I=1I I=1I I=1 1t w/ 3"x3"xY4" PLATE WASHER N0nY'S I I I I I —III III—III III=III—III III—I I I� PROPOSED (�r) ) GARAGE APRON DETAIL 1PI21 BN"°e'=-P.O.Bo.121 Dannls,MA 02641 I I=1 I I=I i I=I 11=1 11=j 1=1 1=1 1= BASEMENT "N� 2 No�QNorEysConsiru tion.mm SCALE:%4'= 1'-0" Nur"Yaconswaron.wm DESIGNER: NORTHSIDE 10" CONCRETE I I I=1 I I=11. 4" CONCRETE SLAB FOUNDATION WALL I—III—III-111 a DESIGN -III—I(I—III=III W bxb W2.gxW2.GI ASSOCIATES III—III—I I I .. TOP A OF SLAB II I . .. DISTINRNE RESIDENTIAL&COMMERC IAL DES IGN 2 @ #5 KEBABS ON BOLSTERS 141 MAIN STREET•YARMOLITHPORT•MA 02675 CONTINUOUS 4 AROUND 10 MIL. POLYETHYLENE (508)362-2210 (508)362-9802 ALL OPENINGS VAPOR RETARDER OD N.COM NOflTHIDES9COM —III I I=� BITUMINOUS JOINT FILLER, D III—III I I LA 11 oNc. FINLED STEEL BITUMINOUS JOINT TOP OFF W/ FLEXIBLE JOINT 2x4 KEYWAY Ell FILLER, TOP OFF SEALANT "SIKAFLEX IA" UCTURALENGINEER: I III—III—I i: W/ FLEXIBLE JOINT EXCEED 10 KIPS LOADING R 4" CONCRETE SLAB AND SEALANT /OR B' IN HEIGHT CARRY OFROOFINGFOOTNG LLC OVER TOP -III—iI1=)I I— bb W x2.gxW2.q I III=1 I I I I I W BASE PLATE III1 I 1—I I(— • ' TOP ON BOLSTERS OF B CONCRETE FOOTING: 3 @ #5 REBARS i 11 I I—I 36 x36 x12I DEEP 11 I I I 10 MIL POLY VAPOREBARS z III =III=1 I i CONT. BOTH WAY RETARDER CONCRETE FOOTING: =I 1 I ea. m- b" COMPACTED 20"x20"x10" DEEP 3 3' OSED FILL I I F UCHER RESIDENCE 200 CAPES TRAIL -1( -- BARNSTABLE,MA. I I I-1 I I 1 I I—I I .- -I E_ —I I — 1- I I 17 T Y P I C A L SLAB / F N D N WALL & SILL DETAIL —I 1=1 11=1 I I I I =1 11=1 11=1 11=1 11=1 I I—III—I 11=1 I I=1 11=1 I I TITLE III„III;III„II -,']I I I II�I SCALE: %"= I;11�1=1�1 II�II;II�I;ICI I111 I III II I, DETAILS 1'-0" �I 21_o rTi4.1 nl SCALE:3/4"=V-0" NOTE: 7111, 3'-0" 0 2 4 8 12 18 ALL FOOTINGS SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE PRO ECT#: SHEET OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC L A L L Y COLUMN FOOTING DETAIL 19-12 A,6 MATERIAL, NOTIFY DESIGNER IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED v SCALE:%"= 1'-0" DATE: OF Issued for Construction: 2/28/20 v 2/28/20 12 GENERAL NOTES FT 116• O.C. 1.ALL EXTERIOR WALLS SHALL BE 2A @ 16"O.C.UNLESS OTHERWISE NOTED. T e 2x6 DBL.TOP 2x6 DBL.TOP I t��` PLATE 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS ° PLATE I i OTHERWISE NOTED. ep° RAF I EA, IMPSON SP6 ° RAFTER (20 GA') PLACDX SHEATHING SILL 3.CONTRACTOR SHALL VERIFY ° TOP PLATE I SEE E TO TOP PLATE.NAILINGSCHEDULE ALL WINDOW ROUGH OPENINGS ° wv I PRIOR TO ORDERING WINDOWS. I I 2. 5TUD5 116'O.G. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I Flr CONSTRUCTION.CONTRACTOR I ASSUMES RESPONSIBILITY FOR ei i I ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO A �AFTER �PLATECO_NNEC�TION "�'°� el ; THE ATTENTION OF THE . FULL HT DESIGNER. 5�� MDR UPLIFT BOTTOM PLATE STRAP JACK 5TUD5 WINDOW SILL ` PLATE ` RIM J015T BEAM AND 12 GA.ANCHORS DISTANCE END ?rZ14 � STRAP II ( ) - �Iye a FLOOR JOISTS NO. REVISION DATE DISTANCE LSTA I EACH RAFTER © COPYRIGHT II (2)2x6 P.T. SILL (2)2x6 P.T. SILL PLATE NORTHSIDE HEREBY EXPRESSLY RIDGE BEAM II PLATE -,a RESERVES ITS COMMON LAW COPYRIGHT. - I . THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR NOTEr ANCHOR BOLTSCOPIED IN ANY FORM OR MANNER RIDGE STRAPS ARE NOT I 136'O.C.MIN. ; .P WHATSOEVER WITHOUT FIRST REQUIRED WHEN COLLAR 7• EMBEDMENT OBTAINING THE EXPRESS WRITTENPERMISSION AND CONSENT OF TIES OFNOMINAL Ix6 T W/3'x3'A NORTHSIDE DESIGN ASSOCIATES.LUMBER ARE LOCATED PLATE WASHER IN THE UPPER THIRD OF THE ATTIC SPPACE AND W ANCHOR BOLTS O 32'O.G. ATTACHED TO RAFTERS MIN 7' EMBEDMENT H U51NG(5)IOD NAILS I 3•x3'xYf PLATE WASHER BUILDER: FACH END NO_RDY'S — -Custom Builders- 2641 *_RIDGE BAND STRAP STUDS AND HEADERS D SILL TO PLATE CONNECTION W1 SHEATHING P.O.�v h. Dann s,MA 0. ph.508.38 scud SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. N—.N.ry.CO hWbl .wm .NordysCon51ruc8an.mm 10 DESIGNER: NORTHSIDE DESIGN JOINT DE51GRIPTION NUMBER OF NUMBER OF NAIL SPACING ® ASSOCIATES COMMON NAILS BOX NAILS DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ICI MAIN STREET'YARMOIRHRORT'MA 02E11 ROOF FRAMING (508)362-2210 (S.)362-9802 NORTHSIDEDESIGNIXOM BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-IOd EACH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-Ibd EACH END NORTHSIDEI@COMCAST.NFT WALL FRAMING STRUCTURAL ENGINEER: TOP PLATES AT INTER5ECTION5(FACE NAILED) 4-Ibd 5-16d AT JOINTS TAYLOR STUD TO STUD(FACE NAILED) 2-Iw 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.C.ALONG EDGES IG LLC FLOOR FRAMING I/2" CDX SHFATHI CONTINUOUS HEADER JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-I0d PER JOIST I MULTIPLE OPENINGS BLOCKING TO JOIST(TOE NAILED) 2-5d 2-I0d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH J015T JOIST ON LEDGER TO BEAM(TOE NAILED) 3-5d 3-10d PER JOIST BAND J015T TO J015T (END NAILED) 3-Ibd 4-16d PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-Ibd PER FOOT NAIL Bd COMMON EXTEND HEADER ROOF 5HEATHING NAILS 13' O. TO KING STUD ED WOOD STRUCTURAL PANELS HER NAIL TOP PLATE DENCE RAFTERS OR TRUSSES SPACED UP TO 16'O.G. Bd lod 6' EDGE/6' FIELD 2- 5/5' ANCHOR BOLTS TO BT OF HER. RAFTERS OR TRUSSES SPACED OVER 16'O.C. 5d 10d 4' EDGE/6' FIELD W/ 3'x3' PLATE WASHERS 2 ROWS Ibd NAILS GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6' EDGE/6" FIELD 3' O.C. 200 CAPES TRAIL GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd 10d 6' EDGE/6' FIELD OPENING BARNSTABLE,MA. OUTLOOKERS II GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 5d Iod 4' EDGE/4" FIELD FOUNDATION—.—.;I I a. CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10' FIELD TITLE FRAMING TIE WALL sHEATNING DOWN DETAILS WOOD STRUCTURAL PANELS 5TUD5 SPACED UP TO 24'O.C. 8d 10d 6' EDGE/12' FIELD AND W FIBERBOARD PANELS Bd - 3' EDGE/6" FIELD GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10' FIELD SCALE: iwn =1'-0t8) FLOOR SHEATHING NARROW WALL BRACING 0 1 2 4 SCALE: S. WOOD STRUCTURAL PANELS rC I'OR LESS 5d IOd 6' EDGE/1' FIELD ` PROJECT#: SHEET N.T. GREATER THAN V IOd Ibd 6' EDGE/b' FIELD 19-12 A.7 DATE: OF/ Issued for Construction: 2/28/20 2/28/20 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS F-2- - - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL s BE 2x4 @ 16"D.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY MULTI 1 3/4"BEAMS ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ............................................................................................................................................... _........................ -- ANY MISSING OR INCORRECT A.5 A.5 DIMENSIONS NOT BROUGHT TO c THE ATTENTION OF THE jk 2 PIECES -- 1 2 ROWS OF 16D NAILS 112'O.G. GARAGE --##114 DESIGNER. SLAB ON GRADE F 4: 3 PIECES v 2 ROWS OF 1/2' DIAM BOLTS 1 12'O.G. c,. NO. REVISION DATE --^ m COPYRIGHT - NORTHSIDE HEREBY EXPRESSLY ' RESERVES ITS COMMON LAW ,. TYPICAL LVL/GLULAM COPYRIGHT. L.. THESE PLANS ARE NOT TO BE b516•P.T. (2)2.10 P.T, !". SSTU¢PL/OPI —— t:: BOLTING/NAILING REPRODUCED,CHANGED OR POST(TYP,) FLUSH — COPIED IN ANY FORM OR MANNER -—- --— —-- -r'r SCALE:1i n= I-OII WHATSOEVER WITHOUT FJR "� `� �"-- OBTAINING THE EXPRESS PERMISSIO N AND CONSENNORTHSIDE DESIGN ASSO II II 2.10 T. I � DECK JOISTS I L b P.T. ,��> DECK JOISTS •W .c I 16•O.C. I BUILDER: I`: 12 FLOOR Gx'P.T. II } JOISTS•16• D.C.(TYP.). ti POST UP/DN. NORDY'S _.4 ST FLOOR - cmlrrR o -Custom Builders- 11 „ I f � P.O.Box 121 Dennis,MA 02847 ph,508,385.2805 ``" III �I C wwx.Nom�sCo�ns nKnon.wm I- .......................... ``�...................................................................:.!-......................AIL..............................� Na1QY® ns udion.wm F: p I <: xtl �•P.T. DESIGNER: NORTHSIDE p 5 .5 5 I �PosT UP/DN. = _» DESIGN ASSOCIATES Z( ,T. I>> 1 2x10 P.T.LEDGER DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN W/LT 0 DIA. W/(2)W DIA. BOLTS 1 16'O.C. I L i 141 MAIN STREET'YARMOUTHPORT•MA.111 (2)2.10 JJ1 Y'; BOLTS 0 IG'O.C. FLUSH ' I k (TYP.) 1 _ 15091362-2230 (508)362A802 }y LVL FLUSH • _ NORTHSIDEDESIGN.COM NORTXSIpE1�DCOMCAST.NET POST IIIDI UP " ENGINEER: Ea ��c�a Z1 F 21112 k'L 12 III t JOISTS I Ib' III JOISTS•I) C c. I SL.F rTP.) I I IST. Lac t • II I L_QII_�. (3 1-9J.II-/i III .-,( F UP i [.``. T POiT L91 I-.'xll- In (3 I-.411- (B I-�' d_ TCOLUHSTEEL __ _ " SE � BOUCHER IA. -yt'VIA. T 4'x4%26' POCKET LL7 ON. I 'w: T w TUBE STEEL LAL T'A' �'".KEr ��. RESIDENCE r COLUMNY wioN 200 CAPES TRAIL 4x6 FnsT BARNSTABLE,MA. UP m _ mr II 16. 4 2)1 12 1- 1 FLUSH TITLE L T I O FIRST FLOOR LI-a411�• II ,.x L TAIR OP FRAMING PLAN aPi — 11 B 5< STAIR �^'' SCALE: LANDING 1ST FLOOR FRAMING PLAN AS NOTED T T SCALE:Y11=11 III PROJECT#: SHEET `21110 P.T. (2)2.10 P.T. DECK JOISTS FLUSH .I SA o.C.l 19-12 1 A B 6'x6'P.T. DATE: OF A.5 A.5 POST wiDN, Issued for Construction: 2/28/20 2/28/20 12 nse SEEL POST GENERAL NOTES COLUMN ON. ON. 1.ALL EXTERIOR WALLS SHALL BE 2x6(d 16"O.C.UNL I PasT OTHERWISE NOTED. I UP/DIN.MI. I I I��= ON. 2.ALL INTERIOR WALLS SHALL BE 2x4 16"O.C.UNLESS y I W 14x43 (3)I-4yk6-T6'LVL OTHERWISE NOTED. `%. STEEL BEAM I DROPPED MDR. / TTIC sTaewE II eoNilHuous 3.CONTRACTOR SHALL VERIFY -to ATTIC PL. LOAD 30 P.S.F. ALL WNDOW ROUGH OPENINGS O.c. PRIOR TO ORDERING WINDOWS. e_ I 4.CONTRACTOR SHALL VERIFY 1' 1 I I III MULTI 1 3/4"BEAMS ALL DIMENSIONS PRIOR TO A D bl D CONSTRUCTION.CONTRACTOR A.5 `-1. I ANY MISSING OR INCORRECTASSUMES RESPONSIBILITY OR 2ND FLOOR FRAMING PLAN I Er_-T E III PD3T DIMENSIONS NOT BROUGHT TO ON. 2 PIECES 2 ROWS OF 16D NAILS f 12'O.C. THE DESIGNER.NTION OF THE SCALE:Y8'=1'-0" FRAME OPIG •cLG.FOR w ATTIC PULL ON. LADDER. L SIZEPER MAN I I ACTURER r I I III 3 PIECES Qi 2 ROWS OF 1/2' DIAM BOLTS f 12'O.C. i I W 14x43 11 NO. REVISION DATE I STEEL eF1Jt III DROPPED ,II 416 © COPYRIGHT UP TPO05RID6E POST NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW TUSE!2I „ TYPICAL LVL/GLULAM COPYRIGHT. TUBE STEEL a POST 4 `°"'"°�°"' I I BOLTING/NAILING THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER � SCALE:Y"=1'-O" WHATSOEVER WITHOUT FIRST ` �l`I , , ROPP�II%'I I T OBTAINING THE EXPRESS WRITTEN 2 1- 4.6 T V 1 PERMISSION AND CONSENT OF LIP TOI I I NORTHSIDE DESIGN ASSOCIATES. / (3)2112 € I HEADER Ir DROPPED 2�BFL �21B PJOIS 11 JasT i Ic• BUILDER: S 0 16 JOISTS �! � Iv TtI.. ,_.BEARI III 6x6 P.T. oNSTR�cT1 WALL III POST -Custom Builders- P.O.Bo.121 Dennis,MA 02641 .. �. ..._ ............. I N_.N.or4y60o05trudin.mm .........................................k .......... ................ ................................ A.5 I......... A.5 A w.No,mencRon.mm _ m A B """�"-"`"T T rM11TIN(7WE DROPPED T•T• DESIGN CONNECTIONS PER AISC3) MDR.1-76' ASSOCIATES LVL HDR.4x6 POST 111 RE61DEHr1AL&COMMERCIAL DESIGN lIP TO ,II OB 141 MAIN STREET'YARMOUTHPORT•MA 02675 FLOOR JOIST, 362-2230 (508)362 416 POST 3 POST NORTHSI DEI@COMCASi.NET s O ON.TO ON. t� I 1 TURAL ENGINEER: (STS f 160 A LNG JOISTS f 16' 2xB BOLTED TO OR ,C.(TYP.)I O.L.(TYP.)• D p: - _—_2N FLANGE r ' N LLC POET W/DN. s --- BEAM SIZES VARY 3)) -ih I-16' I )I-Six-T6' POST VL FZ1 IWi VL ED POST_ PO TUBL�EE ENCABEAMS NSTEEL' FIRE DN. LIP RATED SHEETROCK - 1Ux39 OPOSED T- - - Tj STAIR. - POST DN Om= ON. TUBE STEEL 'S6 DST RESIDENCE TUBECHER COLUMN ON. '' LIP/DN. MST r �:-_— UP/DN. 200 CAPES TRAIL up �—` C-I BARNSTABLE,MA. B LNG - 2) -4yk I-YI A VL JOISTS f 16' " 2)e 12 O.C.(TYP.) F f TITLE _ 25 BOLTED TO FLLANGE SECOND FLOOR FRAMING PLAN SCA v` 1 GARAGE : LE: _ a JOIST TO STL. BM . CONNECTION AS NOTED POST DN I°rc�,JOIs s m DA0'T SCALE: NOT TO SCALE PROJECT#: SHEET 13)2.10 : (3)2,10 P.T.HDR, P.T.NOR. DROPPED E E=B= DROPPED 1 9-1 2 S.2 MST.T. T.T. DATE: OF POS5 A5 Issued for Construction: 2/28/20 2/28/20 12 GENERAL NOTES 4.6 POST (5)I-9lull-$'LVL POST 1.ALL EXTERIOR WALLS SHALL DN.TO HEADER DROPPED MDR. D"' BE 2x6(cj 16"O.C.UNLESS OTHERWISE NOTED. ------- ---- ---- ---- ---- ------- 1 POST POST POST 2.ALL INTERIOR WALLS SHALL 1 DN. ON. ON. 2110 RAFTERS II Ill BE 2x4 16"O.C.UNLESS v Is-oz. - MULTI 1 3/4"BEAMS OTHERWISE NOTED. I n p LVL R PED H 6 --ch 3.CONTRACTOR SHALL VERIFY u CONTINUOUS ALL WINDOW ROUGH OPENINGS n ql PRIOR TO ORDERING WINDOWS. 1 L) .�•IIII ° 2 PIECES 2 ROWS OF 16D NAILS v 12.O.C. 4.CONTRACTOR SHALL VERIFY VL'R�ISGE • I I pill _ ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR I I g��••so. n ASSUMES RESPONSIBIL TY FOR ................................................._GV.P.QI.A,..A9AlE..... .................................................................!, ......................... D ANY MISSING OR INCORRECT p I DIMENSIONS NOT BROUGHT TO I R THE ATTENTION OF THE POST v DESIGNER. I I 4N6 POST DN. 3 PIECES _ 1 2 ROWS OF I/2' DIAM BOLTS O 12'O.G. ROC� 'Ly�A1I� ING PLAN �8�"" I I u p1,1 1 I DBL.RAFTERS A (3)I-94SIII-W LVL TYPICAL LVL/GLULAM I I CUPOLA WALLS II pill DROPPED NOR. °0'ETINUOUS BOLTING/NAILING NO. REVISION DATE SCALE:Y"=1'-0" 11 R © COPYRIGHT i RIDGE)STRAPS II fill NORTHSIDE HEREBY EXPRESSLY POST RESERVES ITS COMMON LAW 1 1 DN. I 1 _ COPYRIGHT. g��••gp, THESE PLANS ARE NOT TO BE CUPOLA.2110 I 1 4YL PO5T 1Il REPRODUCED,CHANGED OR HIPS 216 I POST II ON, I DN WHATSOEVER IN ANY FORM OR MANNER I L------- _--------_______ WHATSOEVER WITHOUT FIRST _ OBTAINING THE EXPRESS WRITTEN I u I 4x6 POST ON T I II g)I-ah111-16' III ON.POST PERMISSION AND CONSENT OF i HEADER VL HI NORTHSIDE DESIGN ASSOCIATES. i ` 44 HEADER 2.112 210 RAFTERS _ II ./ 1 •218 CL.G. 11 II ��-Ti III DROPPED BUILDER: —JOISTS,v Ic• r------- --- -----------� CUPOLA ROOF FRAMING ; I O.C. ;; ; 2e 28 NORDY'S SCALE:7B'I=11-0" I I _-_J �1 ' ' P.O.Box 21 D nos MA 02641 boRr P.T. LL,, POST / V t_�.�--1 1 IIII 111 1 I Ph.508.385.2806 IIII 101 I I N01Ey 2.11.c...tdysC i-Loom ......................................._I II,I- ... . .`� IIII I I vmw.NorEYSConfitruction.c4m 10 A.5 (� a4514' ul A.5 -- A B I I L L RIDGE__-- a I I R1 i i i DESIGNER: NORTHSIDE DESIGN T.T. I I ASSOCIATES Li-- 1 IIII I I DISTINCTIVE RESIDENfIAI&COMMERCIAL DESIGN I I I III I I 141 MAIN STREET'YARMOI.THPORT•MA 02675 `\S (508)362-2210 ISM)362-9802 .___..... L------------ ------------J NO RTHSIDEDESIGN.COM JEI�C ye_ POST POT � 2:8 46 1 H4EADER t TO °N' i i ❑ STRUCTURAL ENGINEER TAYLOR 210 CLG �.qJOISTS.IG• G I� Tie,v 1•O, ; ; in N LLC o- O" z v ATTIC FLOOR I I ❑ BELOW FOR c I I ATTIC PULL ON. I I LADDER.SIZE I I OP'G PER Iy z I I Q POST DN. I i '. I _ — — — -------------- ---------------- ------------ ----- Y I I• T 1�411-76' 4 - HDa4R.1 LVL M1I H�EADEOR `2V)L I HD = ` = _ Y I rvT T nI �� SED 4"POST p), ,•�_>b 4.6 POST __ _ _ _ _ _ � C H E R DN.TO V 1 ON.TO 1 HEADER HEADER - --- II Ijl II ESIDENCE 4xb Y)I-4-x 41IL POST 1 POST ON. ON: I - 0 N.TO -0' ALS MST ON.a+• - 200 CAPE T — - - - - - HEADER Ir➢6ET w I S RAIL L — _ - - (S) -9• '1- - - II I RAFTERS — — BLOCK -Err. T BARNSTABLE,MA. LVL FLUSH w POST r N _— — A I DN. E FTERS v I NI "I ^I HEADER I 4 •-- 1 = L------------- TITLE: C g L---------------------------- _______ _ ROOF _ FRAMING PLAN L- E:- - -- -= -- -- -- x ❑ ❑ I SCAL 1 AS NOTED ROOF PLAN (g)2110 21I2 (g)2Ao SCALE:Ys"=11_o1I PROJECT#: SHEET P.TH�. III RIDGE AT PDROPPED 19-12 S.3 DATE: OF A B �T•T• 2/28/20 A.5 A•5 Issued for Construction: 2/28/20 12 SYSTEM DESIGN: LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 99- EXISTING CONTOUR PROPOSED 4 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE X gg,� DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE TOP FOUND. EL. 153.5 2. MUNICIPAL WATER IS NOT AVAILABLE. / EXIST. SPOT ELEV. - FILTER FABRIC OVER STONE -[99]-- PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW 144.2 f 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Exi 4 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 140.3 0cean � �98.4] PROPOSED SPOT EL. PRECAST H-10 NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS JgW o RISERS (TYP.) THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-].Q SEPTIC TANK: 440 GPD (2) = 880 ; 2�0 141.2 4"OSCH4o PVC PRECAST RISERS MORTAR ALL Cb T s' MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 3 °o YY TEST HOLE USE A 1500 GAL. SEPTIC TANK 12" MIN. INT. DIM. ENDS (TYP.) INV S EL. 137.5 4' �` o � Locus���,• �o�h �t 138.33' s e LEACHING: *140.67' SIDES° 310 CMR15.000 N(DE DETAILS TO BE IN ACCORDANCE WITH �_ SLOPE OF GROUND LEACH 10 TEE poo�o�o�° °' °°°°°°°° o et e rat �Y• 1500 GAL H-10 0 0 0 0 140.17 TEE rimnlit ®®® ®®®® ®®® -®® ® ) Q t SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD SEPTIC TANK 139.92 •• °°°°°°°° �a' LIO. LEVEL °°o°°o°°o°°o°°o° WATERTEST D'BOX O >o°;000000 °o°o p® ® ®®® ®®�®®®®® 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO�, UTILITY POLE GAS BAFFLE :.: ?00000°0°04� o°o°o°o° °o°o°w°oBOTTOM 33.5 x 12.83 (.74) = 318 GPD ACME oR EouAL FOR LEVELNESS N '00000000 � ®ER®®®® ®®®®®®®® ,00g000 00 oGfP sFIRE HYDRANT ':� -: 137.77' 137.6' >°o°o°o°o o°a°o°'o° 135.5 PURPOSE.FOR LOT LINE STAKING OR ANY OTHER 6, / J0000000000000000000000000000000000000000000� NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING TOTAL: 615 S.F. 455 GPD o00^0^00�0�0^0�0�0a 0000000000000000?0?000000 H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OFR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. \ / 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. \ ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED / USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND \ WITH 4' STONE ALL AROUND �- COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. \ . in *THE INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ( 5 % SLOPE) (6.5 %% SLOPE) 1 DIGSAFE (1-888-344-7233) AND VERIFYING THE ELEVATIONS PRIOR TO INSTALLING ANY MA ( SLOPE) Se OF ALL UNDERGROUND OVERHEAD UTILITIES LOCUS MAP 130.5' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH FOUNDATION 10' SEPTIC TANK 33' D' BOX 12 LEACHING NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED I \ LEACHING FACILITY. ASSESSORS MAP 68 PARCEL 8-6 I �`�`144 I LOCUS IS WITHIN FEMA FLOOD ZONE X I I XEXISTING I \ - (AREA OF MINIMAL FLOOD HAZARD) AS WELL O ZONING SUMMARY SHOWN ON COMMUNITY PANEL 025001 CO533J I / j48 ' o o DATED 7/16/2014 I ZONING DISTRICT: RF DISTRICT DATED EXISTING MIN. LOT SIZE 87,120 S.F. 46,196±S.F. OWNER OF RECORD MIN. LOT FRONTAGE 150 178.52 PAUL J. BOUCHER AND M. JEAN BOUCHER \ �� MIN. FRONT SETBACK 30 61.5 \ / 1 � / 5633 � � MIN. SIDE SETBACK 15' 35' 48 BENTWOOD WAY 0 / \ GRANITE BAY, CA 95746/ 30.E / ` '\ i MIN. REAR SETBACK 15' 154.1' \ MAX. BUILDING HEIGHT 30' �so \ � / SITE IS LOCATED WITHIN THE RESOURCE REFERENCES 16 / �� / \ #11 DESIRE'S LANE PROTECTION OVERLAY DISTRICT DEED BOOK 12077 PAGE 293 / PLAN BOOK 544 PAGE 27 (LOT 5, CAPES TRAIL) / o $� / 'moo ` SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT ��� / � TEST HOLE LOGS � 1�ti ENGINEER.• DANIEL E. GONSALVES, SE #13587 ao / 74e WITNESS: DAVID STANTON, RS � ^ / � EXISTfING SEPTIC DATE: 6/25/19 O � LOT AREA / ti� I PER [DESIGN PLAN MIN/INCH MIN 2 ,Q o, �• � � � � PERC. RATE _ < #210 j � �� I 46,196fS.F. �• / I CLASS I SOILS P# 19-54 OPO ED / / W L 0 � s / 1 ELEV.. z ELEV. s ELEV. 4 ELEV. „ p p 142.5 p„ 143.0 p„ 146.0' pn 147.0' RE IN LOW POI T / / / ' ` - �+��9• - r' i - - 4 / 1�p LS LS FILL FILL 1OYR 2/2 „ 10YR 2/2 „ [139.0] 4„ 6 24„ 32 E E A A R� PROPOSED 1 �o QD / MS MS LS LS PER IE CARDIC ?.0- RETAINING 141.9 1 p„ 142.2, 3p 143.5 36„ 144.0 ING WALL � / ti� 1OYR 4/2 1OYR 4/2 1OYR 3/2 1OYR 3/2 , o LS LS LS LS 41 o 52„ 38.2 48„ 139.0 60 141.0 62„ 141.8 1OYR 5/6 1OYR 5/6 1OYR 5/6 1OYR 5/6 , 5 MOV F UNSUITABLE SOIL REQUI D 158 r' AROUND PERI OF LEACHING FACILI �' `, DOWN TO SUITABLE OIL LAYER. REPLACE 7�g� O ^ PROPOSE BOULDE WITH CLEAN MED. SA TO MEET RETAINING LL PERC PERC SPECIFICATIONS OF 310 C 1�955(3) 24.9 \ q�FS�� g03 h (DESIGN BY 0 ERS) �� / C C C C MS MS M/FS M/FS IN, 3S8' PRO OS 152• � 2.5Y 7/3 2.5Y 7/3 2.5Y 6/4 2.5Y 6/4 j TH2 p G AG 'do POS S 3•pL 144" 130.5' 144" 131.0' 132" 135.0' 132" 136.0' N DEC N. �138 �2a� � �R6 TH3 1 v \ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED TH4 LA PAVER h 146 PROPOSED DW LING QO�G WA KWAY` m Q h 146 TITLE TOP OF p �- / OUNDi =154.0 J�' -74 OF BASEMENT / SLAB=146.0p �O t1501 #200 CAPES TRAIL WEST BARNSTABLE, MA UTILITIES E / PROPOSED �q� PREPARED FOR BOULDER �yqy gti 15 °ems' R WALL(IS)G \ ' 1 PAUL BOUCHER SQ % o SO 152 S3 ' 23„ [152] DATE: JANUARY 14, 2020 S j4, F I EXI NG SEP P R DES[ PLAN Scale: 1"= 20' \ #186 I111111 � jN OF Mgss��� -�N OF MgSSgC BENCHMARK: 0 10 20 30 40 50 FEET g S I ',�� DANIEL yu; � DANIEL CEMENT BOUND o' _ _\ �:tj f�. �5 O o OJALP. =152.95' NAVD88 JEXI TING olio OJAI_A c CIVIL C, 8 ` q No.40980 la q No.46502 Q off 508-362-4541 s. WELL I y°FEss\u P°� GIs TER`J�w fox 508-362-9880 �8 �qNOSURlO� ONAL ENG I downcope.com O dowa cape V7\ 1-Neef/4 , iac.° � / engineers V 154 O ci vi en tx I ,.. g rs d f land sup veyors 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMO(JTHPORT MA 02575 DCE ## 19- 193 19-193 BOUCHER.DWG SYSTEM DESIGN: LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 99`- EXISTING CONTOUR PROPOSED 4 BEDROOM DWELLING PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 9 EXIST. SPOT ELEV. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 2" PEAS OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE. X 9 _ TOP FOUND. 149.5 FILTER FABRIC OVER STONE / - 99 PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW \ 11141.01 f 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.� ]_ MINIMUM .75' OF COVER OVER PRECAST 2� SLOPE REQUIRED OVER SYSTEM 140.3 , eQn NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 0 View o 198.41 PROPOSED SPOT EL. SEPTIC TANK: 440 GPD (Z) = 880 PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-]Q / RISERS (TYP.) PRECAST RISERS 2'0 4'0SCH40 PVC MORTAR ALL / TH1 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. } TEST HOLE USE A 1500 GAL. SEPTIC TANK - 4 INV S EL. 137.5 4 Y ; .-. •: er 12" MIN. INT. DIM. ENDS ( ') SIDES 138.33' J° Locus ...\*145.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ° set ice 2%,.. SLOPE OF GROUND to` 1500 GAL H-10 14" ;s000s000 .o°.o°o LEACHING: TEE TEE 138.25 SEPTIC TANK 138.0 or ®® w ®®® ®®® ° 310 CMR 15.000 (TITLE 5.)= 37 GPD o o00 °o° 0 / Q� �e��5 UTILITY POLE SIDES: 2(33:5 + 12.83) 2 (.74) 1 4' LIQ. LEVEL ',OgoSogog0o0 WATERTEHT D'BOX io )oo°o°o°o °°°°°°°° LL 11 ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO " >°Ooo°°°° ®�®�L ®®® L�I�® ®® ;°°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER p` s GAS BAFFLE +_00000�o�o_ nj ,00000000 0°00000° �Q) - ACME OR EQUAL FOR LEVELNESS >00000000 ®®®LJ®®®®� ®®®® ®® ;00000000 , 6 FIRE HYDRANT BOTTOM 33.5 x 12.83 (.74) 318 GPD '.;' 137.77 137.6 '' ;00000°°° •,000°o°o° 135.5 PURPOSE. �00000co000000000000000000000000000000000000� » NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAMANG TOTAL: 615 S.F. 455 GPD o 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. \ / °o,0000�o,,o,o,000000000000000„000000. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED / \ ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' PWITHOUT IN�PECTION ERMISSION OBTAINED BFROMABOARD OF HEALTHD \ \ WITH 4' STONE ALL AROUND COMPACTION. (15.221 [2]) U) *THE INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND (15.7% SLOPE) ( 1 % SLOPE) ( 1 7. SLOPE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY MA PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH 43' SEPTIC TANK 33' NO BOTTOM TH-1 FOUNDATION D' BOX 12' LEACHING NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED I ASSESSORS MAP 68 PARCEL 8-6 \ ' LEACHING FACILITY.I �44 _ _ I LOCUS IS WITHIN FEMA FLOOD ZONE X IEXISTING I \ (AREA OF MINIMAL FLOOD HAZARD) AS / WELL o ZONING SUMMARY SHOWN ON COMMUNITY PANEL 025001 CO533J I / '148 O o DATED 7/16/2014 I ZONING DISTRICT: RF DISTRICT DATED EXISTING: MIN. LOT SIZE 87,120 S.F. 46,196±S.F. OWNER OF RECORD v MIN. LOT FFONTAGE 150 178.52 MIN. FRONT SETBACK 30 61.5 PAUL J. BOUCHER AND M. JEAN BOUCHER \ R� 10 S633o I \ MIN. SIDE SETBACK 15' 35' 48 BETE BAY, CA 95746 3WAY 0,F \ i` MAX. BUILDING BHEIGHT 30' 154.1 REFERENCES so \ SITE IS LOCATED WITHIN THE RESOURCE #11 DESIRES LANE PROTECTION OVERLAY DISTRICT DEED BOOK 12077 PAGE 293 PROPOSED [148.1] / 'moo ` SITE IS LOCATED WITHIN THE AQUIFER PLAN BOOK 544 PAGE 27 (LOT 5, CAPES TRAIL) \ GARAGE �, PROTECTION OVERLAY DISTRICT \ / PROPOSED S AB L. `� TEST HOLE LOGS DECK . , ENGINEER: DANIEL E. GONSALVES, SE #13587 DAVID STANTON, IRS 148 V� PAVE '� 1 r WITNESS: WALKWAY / EXISTING SEPTIC DATE: 6/25/19 \ \ 'gam ��^ OPOSED DWELLIN Q �ti� ' PER DESIGN PLAN PERC. RATE _ < 2 MIN/INCH / TOP OF LOT/AREA #210 FOUNDAT ON=149.5 46,,196±S. I CLASS I SOILS P# 19-54 \ �A BA MENT W / PROPO D �J SLA =141.5 150.0' [148.1] WELL o I / ELEV. ELEV. ELEV. ELEV. \ 4 W W W \ O� ' p" 142.5 Q 143.0 p" 146.0 p" 147.0 RE IN LO O/A O/A LS LS FILL FILL Q i ' 10YR 2/2 1CYR 2/2 ° (139.0] wqr h %� ,�° 1�� 4 6" 24" 32" �� �Q� Aso � ,�� E E A A ter, '� / MS MS LS LS EXIS G SEPTIC ,�� �'�`'� 1��� 1ti� 10YR 4/2 10YR 4/2 10YR 3/2 10YR 3/2 , PER IE CARD / / 7 141.9 loll 142.2 30 143.5 36" 144.0 \IN, / B B B B LS LS LS LS ,�ti� `1�a� \ N � " 10YR 5/6 138 2' " 10YR 5/6 139 p, 10YR 5/6 �, 10YR 5/6 , MOV F UNSUITABLE SOIL REQUI D � � a 52 48 60 141.0 AROUND PER OF LEACHING FA / 9� 62 41.8 DOWN TO SUITABLE OIL LAYER. REPLACE e PERC PERC WITH CLEAN MED. SA , TO MEET SPECIFICATIONS OF 310 C 1g55(3) q 'Ql�� J �� / S S M/FS M FS 2.5Y 7/3 2.5Y 7/3 2.5Y 6/4 2.5Y 6/4 TH2 6 � �32 144" 130.5' 144" 135.0 131.0' 132" 132»' 136.0' 738 128� 'ems TH3 ` G� \i NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED THAk �4} Lp 146 TIT -E 5 rNITE PLAN O OF r \ Q - A-CO \ ma 's° 1501 #200 CAPES TRAIL 1564 WEST BARNSTABLE, MA- PREPARED FOR Z of M �s A°s PAUL BOUCHER S R, sr �„a Doti D EV �NlEL S9oyG " OCJI FILL �' S N No. IL JANUARY , 2020 152 3S 23" \ A. � R FA : BRUARY 15, 2020 EXI NGSEP ( C'J�=+IA �, ,o F a„ j 4' P R DES; PLAN 1 °redo.40980P IFS G ST��N�'�� ScaIe: 1"= 20' / \ I o Dn,r �56 So I g A. till Nib A �� C. -:;_ 10 20 30 40 50 FEET BENCHMARK: D � CEMENT BOUND o o'�I\ ° OJALA I ' __ off 508-362-4541 =152.95' NAVD88 ` O S4 �, IEXI�TING �No.40980� 0T `` �s1��/a� �3j�'82• WELL 1 f °FEss\o p2 aSs�erYA E��� fox 508-362-9880 A8 \ qNO SUFN I downcape.com t/,S 156 0 VOWR cope ea i!leeth7 , ift. 154 .� 0 � civil engineers h h -�T land surveyors 939 Main S tree t ( R t e 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 19-- 1 93 19-193 BOUCHER.DWG