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HomeMy WebLinkAbout0040 HATHAWAY ROAD - Health 40`Hathaway Road' Ustenville A= 115 - 016 i 07 2018 01:46PM HP Fax page 1 Town of Barnstable Regulatory Services Richard V. Scali, Interim Director KAM•bye. ��� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office; 508.8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Gt -tom t'-� Sewage Permit# Assessor's Map\Parcel i —oifo Designe5TEPHEN DOYLE AND A550CIATE�stauer: kavx-s 9&zX I / vim e 42 CM EMU LXW— Address:EAST FN.MOUYK MA59/ICFtU5ETf5 025Mddress: TELEPHONE-.508 840-2534 L On "�a�_r`s t�`x.� ! was issued a permit to install a (date) `installer) septic system at 4 0 1.� Tt� based on a design drawn by (address) l ss. dated (d signer) 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. l 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 co d in compliance with the terms o he i\A approval letters (if applicable) 17F �4 DAVI4 , �s � ,oy (Installer's Signature) MASON ,T' o No.1Q�d �,,'.' CN y� 7��YI_E �.,tiaCIS esigner's Signat er's S l �; r PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM. AND A& BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QftSeptic`,Designer Certification Form Rev 8.14-11doc TOWN OF BARNSTABLE LOCATION_ SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL / INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �S ` LEACHING FACILITY: (type) X �� '� (size) ^�j, ..,NO. OF BEDROOMS OWNER t, G Jle c A PERMIT DATE: �`I-7 COMPLIANCE DATE: l,lk- - Separation Disiance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching cili ) / Feet FURNISHED BY LT y d ' 3� 3 No. � Fee l O� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Vsposar *pstem ConstCULtion 3pPrmit Application for a"Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No D � Owner's Name,Address,and Tel.No. 0 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. i Type of Building: Dwelling No.of Bedrooms Lot Size c� sq.ft. Garbage Grinder( ) Other Type of Building Ze5t"cl e rgt S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 Jv gpd Design flow provided `'f gpd Plan, Date Number of sheets Revision Date t Title k Size of Septic Tank Type of S.A.S. ROL C'LIGi►M J �/S Description of Soil t7G; 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 no to place the system in operation until a Certificate of Compliance has been issued by this Board of He poll �y Sign Date / Application Approved by Date Application Disapproved by Date for the following reasons Permit No. d f kDate Issued V. No.. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes - application for Disposal pstemi Construction Vermitp l Application for.&Permit to Construct( ) Repair°()---Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components " Location Address or Lot No. Q �� ,�►/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ��- �' `J & C We <s3u' eK Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. <—OCg 5 e),;5 q Type of Building 1 1 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other k Type of Building (ZQSw et t vt"t`S No.of Persons Showers( ),Cafeteria( ) _ Other Fixtures Design Flow(min.required) gpd Design flow provided `t gpd Pla Date Number of sheets Revision Date j Title / Size of Septic Tank •I GD Type of S.A.S. W �5 �P�5r Description of Soil I ' Nature of Repairs or Alterations(Answer when applicable) —�,�,� � �Cf Date last inspected: i Agreement: - e _ The undersigned agrees to ensure the construction and maintenaa nc e of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not place thesystem'in operation until a Certificate of Compliance has been issued by this Board of He h. ' ne l SignecL Date Application Approved by Cl/� "\ / Date ( ' Application Disapproved by Date for the following reasons Permit No. ad ~ Date Issued 1 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 v1 S GXe,a✓,:0l'N 1wf ,'�fI �/ at � U �i040 WQ 0( R-� - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.96I f-'32-_�-dated � � f InstallerRffDe F—.�C�t�lGt�t,�CO �--KC Designer `STIeUe 6CA.4 ? j #bedrooms Approved design,flow gpd The issuance of this permit shall not be construed as a guarantee that the system will functi�as!dens'gned. r Date 711 Inspector 1 s ; i - ---- -------------------------------- ------------"-------------`----------------•----------------- - - - No. �GI 3 - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( Repair( [ Upgrade ,( ) Abandon( ) System located at "6 Q ['�Ce±�Ka'L;t, •.( 1C Tel �J( 1` Q 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. _- ti Provided:Construction must be completed within three years of the date of this permit. Date ;2 P Approved by n:� Town of Barnstable Regidatory Services Richard V. Scali,:interim Director rsrnat e. 9 659. Public Health Division Thomas McKean,Director 200 Main Street,Il(yannis,MA 0260.1 Office: 508-862-4644 Fax: .508-790-6304 Installer&Designer Certification Farm Date: Sewage I e.rmit# ��7' 32) Ass _ = _ .-�" €ssor's MaplPareel t -0 6' 5TEPHEN DOYLE AND A550CIA� Designer: staller: C ri e v, ---4ZCAWTEFDUKrUWE— Address:EA5T FALMC}M,MASSACHUS `5 02OMdil ress 91 C..C� TELEPHONE:506 ?-� On_� ._.._._ �� _ was issued a permit to install a (date) ,installer) septic systern at -6,—p. , � used on a design drawn by (address) dated (d Vsigner) the 6> certify that the septic system referenced above was installed substantially- according to � � 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 Its' lateral reiocation of the SAS or any vertical relocation of anv 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 co din compliance Fvih the terms s he l\A approval letters(if applicable) A OF �1 1 + " L7A1/lz' ts'rt (installer's Signature) IWStI co ( . esigneCs Signatu ner's St., l FI,EASF: RE'CURN TO BAR PUBLIC HEALTH'DIVIiSiC):N. CEItTI:FIC'ATE OF COWL. , ICE WILL NOT 13E ISSUED AS- BUILT CARD ARE RECEIVED BY TII,E BARNS-I'ARI:E PIJAI.,:IC I EALT.II DIVISION. •THANK YOU. Q:`SeptictDesignerCertification Form Rev 8•14-13.doc Town of Barnstable . P# /57//9 Department of Regulatory Services sABNsfABLB, * Public Health Division Date a( (o y MA33. Q> •63s �� 200 Main Street,Hyannis MA 02601 C r Date Scheduled Time o P9-M Fee Pd. r-� Soil Suitability Assessment f or Se "isp�sal Performed By: St) I J��L f �jj n(a� YI Witnessed BCA y: /4 LOCATION GENERAL INFORMATION Location Address 40 b V �w. Owner's Name We ll S ro (fir, O5r—rvtLlL J r-werice Coble TrcgS Address, b5 Assessor's Ma /Parcel: �� P 1(5 �(\p Engineer'"N me r t�tvun� �ntenr��> Zvi ant NEW CONSTRUCTION LC REPAIR ,Telephone# 5c� � Land Use !7 QSi�r�QA 'G, Slopes(%) J Surface Stones 1107-Q Distances from: Open Water Body ^- ft Possible Wet Area "®' ft Drinking Water Well ft i Drainage Way � ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 11sors e y ys V6C q a u.L, Parent material(geologic) t iv4taS4 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /Off>,2 �. Estimated Seasonal High Groundwater DETERMINATION`FOR SEASONAL;'HIGH WATEIZ`TABLE, Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# ` Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION;TEST:;: bate: .g Time Observation Hole# 2— yC Time at 9" Ce Depth of Pen: 3 6 Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak s`ZO S'`j 0 RateMin./Inch ez�h�� 4ZA>,/-,' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) j Original: Public Health Division Observation Hole Data To Be Completed on Back----------- 1.� ***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:\SEPTICTERCFORM.DOC. : DEEP OBSERVATION HOLE.LOG Bole# 6 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel 0- 6 l" S9 M `9 Y 3� DEEP.OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a\ Consistency,° Gravel l 29 - ( M C (m-tR Vie DEEP:OBSERVATION HOLE IAG Hole# ` 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency_%Gravel) 41 . Sg 4 !o f-I? '118 C r 3 z C s 1 10 DEEP.OBSERVATION HOLE LOG mole14, Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel la YR Ile 3 Z. ioY �'/br 3 Z/132, A. c/y Flood Insurance Rate Mau: �� I Above 500 year flood boundary No Yes B �Q rlmoo� Vd v nA Within 500 year boundary No I_ Yes r Within 100 year flood boundary No x Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mkterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC x _ 1.ALL EXTERIOR WALLS SHALL n _ BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL r - - OTHERWISE NOTED. - 26'-0° '20'-0° 3.CONTRACTOR SHALL VERIFY 12'-0' 14'-O, ` G G ALL WINDOW ROUGH OPENINGS A q PRIOR TO ORDERING WINDOWS. f \ _ 4.CONTRACTOR SHALL VERIFY �/ ------A—Q------ �-_.•--'"� ———— ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 1 I I 36' DIAM. CORRUGATED ASSUMES RESPONSIBILITY FOR • r ——————'————— GALVANIZED STEEL ANY MISSING OR INCORRECT AREAWAY W/GRAVEL ————————'——————— I. -10•THICK x 9'-10' I BED, TYPICAL. DIMENSIONS NOT BROUGHT TO I I I 'I CONCRETE WALL ON I DESIGNER.THE TION OF THE ' CONTINUOUS 20'x10" - I ' E I CONCRETE FOOTING I E I I I I I I GENERAL NOTES ro � I - A I i I A I tvi I Q D • I I I A.s o G o a I' h I I - - I I ,_ 3)%:xII74-LV A.9 I BM. 2 ENG.NOTES 1/21/15 I - -r, 1�/ I PKT \ 1 PL-EXT GAR 12/9/14 G r J I .I I " L —. L - . KIT WIN/SR DR L--- 1=---._--- — ... ' I Q•q I -------, BM. I -- T —r— --� L— I � NO. REVISION DATE TS 4x4"x.25'COLUMN ( I I . I I PKT. I 3 I/2°CONIC. FILLED —II—J —� - W STD. BASE PLATE t I I I \ / 2-Yi DIA. ANCHOR I 10° THICK x 9'-10' L IL ———-—————1 I I I pN'36y36°x1. OP.N II I NOPYRIGMT BOLTS TYP. I CONCRETE WALL ON III I I CONC. FOOTING, TYP, ITS CO IRON LAWOOPY RIGHT.THESES {V I N ITS COMMON LAW COPYRIGHT.THESES I CONTINUOUS 20°x10° I O i II y I I n PUNS ARE NOT PI D REPRODUCED / I OR CONCRETE FOOTING III TS 4°x4°x.25'COLUMN - I I I 10'-10' MANCHANGEDOATSCIE DINANYFORMRS S I .- MANNER WHATSOEVER WITHOUT FIRST A.9 4'-O' r c III W 5TD. BASE PLATE t I I r——-i OBTAINING THE E%PRESS WRITTEN I I O PERMISSION AMID CONSENT OF NORTHSIOE \ _ 2-1•4' DIA, ANCHOR I I r---I ID III BOLTS TYP. L— --J I I I rIlf I I DESIGN AssoCIATEfi. IE 1 I .. __ ___ _____ III__________________ _____1__ —————7PKT. L II J BUILDER: ���� Jr—III--I BM.TS 4'x4°x.25'COLUMN I I PKT. III 2)lVxII74' LVL�I cON 36'x3(°x12' DP.CONCRETE FOOTINGW 5TD. BASE PLATE t L-4I�J FLUSH .III co —————————4——— . 2-1/' DIA. ANCHOR O BOLTS TYP. /-211%'xll%',LVL 2'-B' III 12'-4' - • I 5/8' ANCHOR BOLTS @36°O.0 O III • — � _ I r---------- --------- I j . I I M/3°x3'xE4B PLATE WASHER o ———-——- I I I TS 4'x4x.25'COLUMN j P12 ID VERT�NRMAIN I m III PROPOSED I I EXTEND FOOTING 12' I 46 5TD..BASE PLATE.4 DESIGNER: I w 10'-3' FOUNDATION WALLS TO TIE I Q NORTHSIDE BASEMENT BEYOND F.P. DIMS. I 2-%' DIA. ANCHOR. IN TO FR05T WALLS. TYP. III I I I' IS WHERE POUR BOLTS TYP. N • I - r——"1 III' c I - IS NOT CONTINUOUS. ��I I - .DESIGN r�I� FLUSH I L III m r-- I J� B I Ir I I I 12)1%mxll%' LVL I—_ I ASSOCIATES o I I I I -I I' i al. A.$ N I� TS 4°x4°x.25°COLUMW——J ———— ——— 6 3" ——6'-6° - ODOC I I ON 3'.4'x. 5' DP. J DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN L III—J - __— �p L——J _ a R I Q 1, 141 MAIN STREET•YARMOUTHPORT•MA02675 CONCRETE FOOTING I FLUSH —f - I FLUSH ��S I I . 3(I" STD. BASE PLATE t III 2)1 °xll b° LVL, - r II '1 in r--, 2)I�°xll " LVL. I a I - Isaa)a62-ORT (.COM 2-Baoz R f NORTHSIDEDESIGN COM } I I BOLTS TYP.NC, o - .:III '�:' CMU,FOUNOATION I — I —I-- 4 pa I I ., northsidel@com<astne[ BASEMENT o III WALL FOR FIREPLACE L JI J L I I .PROVIDE I LAYER 5/8' . - TYPE'X' FIRECODE GWB I I - - STRUCTURAL ENGINEER: p I - 4° CONC. SLAB ON III UPI I I ENTIRE GARAGE t CEILING - I' EARLY ENTRY I - I b MIL VAPOR RETARDER Ilt^-3)1%'xll'.5° LVL III J I CONTRACTION JOINTS B o " - I 1' EARLY ENTRY ---------- -----I TAY LOR 3 V2'CONIC. FILLED r�Ir 1 CONTRACTION JOINTS - —— r_ I I I 0_ i'� A.$ H .. s I I STL. LALLY COLUMN I TYPICAL - LFLUSH J - GARAGE SLAB TTF'IGAL N()I ES: DESIGN LLC ON 36x36°xl2' DP. III 2)I�°xll b' LVL I r 4'-GONG. SLAB ON I I CONIC. FOOTING, TYP. I I I I I 6 MIL VAPOR RETARDER j N I STRUCTURAL ENGINEER/DE5IGNER TO PERFORMFRAMING IN5PSECTION BM WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR STAMP: /I \ — / \ L r J r—— T5 4'x4'x.25°COLUMN PKT. �� ——————J I Q Z I I WALL PLASTER BOARD/FINISH. �• I I L ————— —1__ ON 36'x36'A2° DP_ —I \ PITCH I/B' PER FOOT I 3 I - �____ _____1 _ • _}CONCRETE FOOTING __ .TOWARDS DOORSSTD I d I _ • \ ————_ o I I I I I 12•�' DI.BASE PLATE t 1 I •r —— ———— I 1 I O DL I I :o I /�5 4'x4'x.25"COLUMN I L J \ I I a 46. 5TD. BASE PLATE t m I I I BOLTS TYP. / \ I OR I Q BASEMENT NOTES: 12'-O' o _ 2x8 P.T. LEDGER I TS 4°z4'x.26 COLUMN ~ 2-%' DIA. ANCHOR w/2-5/B' DIA. G BOLTS TYP. I I G I I I i6. 5TD. BASE PLATE t aF I in I v LAG BOLTS 16'O.C. 2- ' DIA. ANCHOR CQ I I. MAIN FOUNDATION WALLS TO BE 10' POURED CONIC. W/2@#5 BARS TOP A•q IIIr '. I I 3 I I o I. 1 BOLTS TYP. O° I t BOTTOM REST FOUNDATION ON 10'X20' STRIP FOOTING. 36' DIAM.CORRUGATED I �II , 1 )3iWA L LVL I '1` I I G I I PROVIDE 3VU5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ PROJECT GALVANIZED STEEL I I I II I BRG WALL ABOVE I I— ——— — I 10' THICK x 4'-B' I - KEYWAY. PROVIDE It5 VERT. DOWELS @ 24' O.C. HORIZ. EXTENDED PROPOSED AREAWAY W/GRAVEL I r 4' FROM BEAM I I Q-q CONCRETE WALL ON I 3'-6' MIN.ABOVE TOP OF FOOTING. PROVIDE 5/B'ANCHOR BED, TYPICAL. I I I IY/ BELOW w/SOLID I CONTINUOUS 20"x10' _ BOLTS @%°O.C. MAX. MIN 7' EMBEDMENT w/3°x3'xl/4• PLATE KASHER am 1". III I I I BACKFILL W/CLEAN I Ir L J BLOCKING BETWEEN I / CONCRETE FOOTING ®- '• r COMPACTED FILL I m 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2'CONCRETE FILLED LALLY �II I II I FLOOR JOISTS I �i 'x6 P.T. T I L —J /J COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE b'x6°z5/B"CAP PLATE �n In I in 2)2x10 P.T. EA,E -------- — ------- III L I J I I A.6 \I — CONTRACTOR SHALL \ 1 t 7'x12'x3/4° BASE PLATE W/2 03/4' DIA. BOLTS. WELD ALL CONNECTIONS •. I I D _ _________ FOOTINGS TO BE 36°x36'x12' SQUARE CONCRETE W/3 US BARS EACH WAY. x •"-"{ III I I / / 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. , Q III °� II 10' THICK x 9'-10° I I MAINTAIN 45 MINIMUM 4.CONCRETE SLAB TO BE 4' POURED CONC. ON COMPACTED FILL. A III m I CONCRETE WALL ON A - A.5 r ONTINUOUS 20'x10' cJFOOT FOOTING COVERAGEIBFIP-URB ID 'F DOOTINGSONO� E G CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. TITLE: PKT PKTIICONCRETE FOOTING I I FOR COLUMN SUPPORT ABOVE ' Q,q 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS FOUNDATION.REQUIRED BY CODE (WINDOWS OR MECHANICAL) -fC -------J I PLAN 1 � 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN I I 4'-0' MINIMUM COVER. � , I 7• PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. . . . SCALE:1/8"=1'-0" G B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY!'MISSING, 0 1 2 4 8 Q'Q BRICK STEPS INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION -O' OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. pROJECT#: SHEET Io-0. 24'-0" 12t' b' 26'-0° 14-32 A.0 72 0" DATE: OF 11/24/14 13 00 1 1 - 1.ALL EXTERIOR WALLS SHALL • _ BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS • - - OTHERWISE NOTED. 20-0" 20'-0" 3.CONTRACTOR SHALL VERIFY - ALL WINDOW ROUGH OPENINGS 8'-O• a 10'-0' - PRIOR TO ORDERING WINDOWS. . CTR. w/RIDGE 12--0' 14.-0' CTR. w/RIDGE ' - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 3-ADH2 50 j - ANY MISSING OR INCORRECT - } ------------------------- DIMENSIONS NOT BROUGHT TO PROPOSED I i THE ATTENTION OF THE PATIO E ADH'(2650 E DESIGNER. I FWGDFII —4. I j 5—ADH2650 A.6 i PROPOSED I - GENERAL NOTES c ---------------, c �� MASTER BEDROOM A.6 J PROPOSED 1 FWGDgIO68-4 A•6 �Q ig-0'k i v o TRAY CLG. TO 1T FLAT SUNROOM n D .I - I 1s-ax/g-o- 1 n I — A.6 0 5-ADH2650-_______I--------- STEPS H m 5 I ADHt2650 _ _____ c -- UP UP - } , - { _ - 2 ENG.NOTES 1121/15 �.4 ____________________________ m _--� I �. 6'-6' 8'x8' S0. L. 4'-0' in - PL-EXT GAR TYPICAL ' VAULTI � - 2668� - 1 KIT WIN/SR DR 12/8/14 CLG. A n It n o 0 0 H. 0 H 0 - \ _ ==B==IF-�1==8==1F FI= B==IF=�1 ——_ _ NO. REVISION. DATE r ---H—II-il-�1 II-� 'I BOXED OUT / ,- II OII II II II II It II• II II II •� O COPYRIGHT COLLAR TIES / • IF— = 7F==IF=al==1F==1F �I� F IF=31 _ p NORTHSIDE HEREBY EXPRESSLY RESERVES 48'O.C. TYP. / 13—ADH2650 II 'f1 II II_ II II II' II II' II II II 2668 - , - ITS COMMONIAWCOPYRIGHT.TIIESES 7F—=1F—�I 3f IF �I— 7F IF—�I N N m n PIANS ARE NOT TO BE REPRODUCED 6'-3" I / II__II _ II__II__II II - . ' CHANGED OR COPIED IN ANY FORM OR __—I _ / ADH2650 IF �I IF--1F==1==TF--IF �I, 7f— IF=�1 ADH26 - IM MANNER WHATSOEVER WITHOUT FIRST '1�_O. r ' I_ / It II II II II II II 110 II II II _ 2668 PKT' " OBTAINING THE EXPRESS WRITTEN 3-4' / PERMISSION AND CONSENT OF NORTHSIDE 7F-=1F=�1 - SEA '� J • _ _ —� _ —_ —_II Ilm II_—II _ II N . DESIGNASSOCIATES.' - —_____t____________________________ PR POSED . CLG LINE M TER H - UILDER.. S B T • I' PROPOSED - m ° A21W8°x8"COL. N 3-ADH2650 4'-O" 2668 6,-2,. 2668 _,6,_10° I . y_ y_e• 4'_2' 4 B n TYPICAL DINING ROOM 3 . I 1 w/T5 COLUMN 12'-0"x10.0" Z 'I I CENTERED, - LINEN 2--0' m 1 I 2668'. ___— ]IFABI.Ej IIL ®® _ PROVIDE 4' MIN. TO MEN ® COMBUSTIBLES ASU2—. — MUDROOMPROPOSEDOUTLINED IN CODELAUNDRY DESIGNER: -------- jNORTHSIDE PROVIDE'I LAYER 5/8'TYPE'X'-FIRECODE GWB' DESIGN4-ADH263B ® TWwb YPICALL• - a ENTIRE.GARAGE!CEILINGASSOCIATES BA.5 y O CENTERED PROPOSED j I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN l PROPOSED GREAT ROOM Y 668 PROPOSED I 141 MAIN STREET'YARMOUTHPORT•MA 02675 KITCHEN2[Y-0'X1g-T m LAV. I IT (508I 362-2210 ISM)362-9802 • NORTHSIDEDESIGN.COM w Z I EL LIN1@ T �� _ - o0hsIde1@cocast.nm ® OVEN - I iv UP iPROPOSED Ig070 GARAGE DOOR I 1 GARAGE 16 H1. TRANSOM ABOV • STRUCTURAL ENGINEER: T LTAYLOR PROPOSED - � LL�PANTRY o 2466 PKT. V - mCLG. ,. DESIGN LLC 12'-8' 4'-0' 9'-2' 2'-4'I 3'-8' TO' 7' O - - 25'-6' r.-._._._.-._._._.OPROPOSED STAMP: INSULATED - I r---- r I IINSU E ADH263B 7:4,8 r. 868 -LIG ADH2644 2868 I APRON " - - - 20 MIN. DOOR I F V-2 4,-q, 2660 "v 24681_CLOSET �'�� Xf ON P.TPROPOSED E ANY IN __ O PORCH. I J 6•xe° co q ------- - TYPIC - !,70 GARAGE DOOR PROJECT: 16 H. TRANSOM ABOV PROPOSED V STEPS PROPOSED UP �_ W►T� 9 DEN o ° j ;n OPEN AB01(E 11'114•A" in ADH2650 ADH2650 PROPOSED \"/ D osr-"ILA 14..J v FOYER, ' - ADH2650 A'6 A ADH2650 A.5 Q o 5 o TITLE: N UP FIRST FLOOR ADH2650 ADH2650 - PLAN INSULATED ' 3068 4-PANEL NOTE, SCALE:1/8"=P-0" w/2-14' S.L.4 ALL WINDOWS ARE TO BE 161H. TRAN50M - � ANDERSEN A SERIES ABOVE w/APPLIED GRILLES 0 1 2 4 8 BRICK STEPS - INSIDE AND OUTSIDE 3'-II' 10'-10' 5'-b° 3'-q" 5'-O" 5'-O° b'-q' 6'-g' PROJECT#: SHEET 10'-0 24'-0' 12'_0• 26'-0° yRO LOOR LIAVING 2405 50. FT 14-32 A. 1 72'_0' 2rd FLOOR LIVING 1465 50. FT. GARAGE AREA 715 50. FT. DATE: OF PORCH AREA 60`-A• FT. 11/24/14 13 1.ALL EXTERIOR WALLS SHALL _ BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ' - - - BE 2X4 @ 16"O.C.UNLESS .OTHERWISE NOTED. 10'-0' ` CENTER w/RID E 3.,CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. r ___________________ -________________i_-.I CENTER w/RIDGE I-ATF2628 1 4.CONTRACTOR SHALL VERIFY ABOVE CTR. I I I ALL DIMENSIONS PRIOR TO 3-ATF2628 - I I ATFI820 ABOVE DH , 1 CONSTRUCTION.CONTRACTOR r --------- ----- ASSUMES RESPONSIBILITY FOR ------------- 1 - -------y___-----______{' I • I ANY MISSING OR INCORRECT 1L LL E i i E DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. - C GENERAL NOTES - . 124'_O° I6'-O' - I I5'_0. I 4'_0• 19'-O' 1 5'-0° y__ ___________T--------------- - I 1--------- 2 ENG.NOTES 1/21/15 I h---------------- ----- I 1 PL-EXT GAR 12/9/14 -KIT WIN/SR DR p / ATTIC I I / - ACCE55 1 I NO. REVISION DATE I / I COPYRIGHT I 12'_0u / NORTHSIDE HEREBY EXPRESSLY RESERVES CENTER w/RIDG I - ITS COMMON LAW COPYRIGHT.THESES I 1 - e PLANS ARE NOT REPROOUCEO I _ / CHANGED OR COPIED IN ANY FORM OR I I I - MANNER WHA I / - fTFI RS ______ OBTAINING H EXPRESS MTTENI T ATTIC PERMISSION AND CONSENT OF NORTHSIDE I I I _ - - - OESIGNASSOGATES. - CONTRACTOR SHALL ENSURE\ I 2-ADH2650 THAT FIREPLACE/CHIMNEY j j BUILDER: - - CONSTRUCTION COMPLIES ALL \�� - I w I „ LOCAL, STATE, AND NATIONAL FIRE AND SAFETY CODES. S� I .'PROPOSED 7-WALL O PROVIDE 4' MIN. TO -r--_-- y l• m BATH 'P COMBUSTIBLES As ` - 3 I 2668 PKT. OUTLINED IN CODE f26-6B �y w1 PROPOSED 7'WALLBEDROOM#2 w __-__V_AULL__-- ��_71 PROPOSED VWALL o - DESIGNER:266eSTORAGEo I VAULT i v NORTHSIDE g _ AD142650 2668 - i DESIGN A.5 ATTIC -4° -O° 3'-Lr 3'-0` 1'-10° AULT 8'-10" 0'-B° 17 8° r ASSOCIATES I 2668 1 I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - I "' i ------ I - 141 MAIN STREET•YARMOUTHPORT•MA02675 I. I (508)362-2210 (508)362-9802 1 2 3 4 5 6 j B 9 10 II 12'13 14 IS ji ", - NORTHSIDEDESIGN.COM O 3 northslde1@11--nel 0 OPEN T I'_I ' DN. 6 PROPOSED ii ^ j , 1 TwALL - STUDIO/ OF I I p .. g STRUCTURAL ENGINEER: PROPOSED PROPOSE 1T-0'k26-0 m LOFT 26B BATH AYLOR 10'-2" 6_2' b DESIGN LL C 2668 2-Ay -Z7 __ _________-2a�_ IDw�26-68 STORAGE VAULT STAMP ffl15 ADH2635 I I I 1 7'WALL O - VAULT - 111 PROPOSED I 10 BEDROOM#3 4'WALL 4-WALL I \ OPEN TO � I I VAULT 1 Q 1 BELOW 9 ,r-mn4'a. . I___ __________ _� 1 1 PROJECT: . 1 8, 1 1 - 1 - ' PROPOSED •`/ 6 'D I ADH2450 i ADH263B 4 1 - - ' ____ _____________ — o�.\ 3 AOH2638 I A.6 �- _______ _____________ 9_O° J �`f�,(lE�,/rt 1 = _ 1 -v-.v �.L.E� ate A CENTER IM/RIDGE- 2'-8 '-4° li _ 1 TITLE: o I /VAULT ` 1 VAULT 1 0 I I DH2650\�� ADH26501 5'WALL SECOND FLOOR N /--------------- ----------- -------- -- ------ PLAN 9-3° 6-6 5-3 20'-0° 4'-O' - 4'-0- IB'-O' 4'-0' SCALE:1/8"=T-0'• 24-0' 12_0' 26-0° - 0 1 2 4 8 . NOTE. NOTE• CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS ALL'WINDOWS ARE TO BE PROJECT#: SHEET WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE. ALL ANDERSEN A SERIES WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL w/APPLIED GRILLES 14-32 A . COMPLY WITH THE REQUIREMENTS OF INSIDE AND OUTSIDE A _ A5TM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING DATE: OF WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 11/24/14 13 D.C.1. ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL ILA■ WINDOW PRIOR - Iwlno■1■ CONTRACTORRDERING WINDOWS. 4.'CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ASSUMES RESPONSIBILITY .- ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE In .- 1■■■l 1■■■I l■■■I - luuli� DH26 ' DH26RED CEDAR ROOF _--- ®®� n- 1■Io1■■■■I ■■I - nwuuunnw nnwuwmwnwmomnwn.n■.■lwlnw■uu■wnnuolwuu■uu■wnnni wnunmunm■wnwuu■uu umm�wnunwuu■unu■uwol - •- uuw■uuuul un■ awn Fi n■wI nonmwunmm�nuuuu nnwnnnw■nuuuuuw■nu■w■nn .- mimmmiimim 1NEN ■IOP� linime■1■■■I I........... uu .�..Illimilml lllllll �i _ ■■ _•Iiaiiili _ n1■o■— --------_ m: • i - � ii �m imillELM MIMI ■■■ -u m imi omissiolnt----,-7■,�■��, 1_r „� im- uns Ion _in, l■ul— ■1■■■I lon■ w1o1■I Iw1■■■■uI= =n1■■lol II— „ Io1■■■I— �RT-ISIO HEREBY EXPRESSLY RESERVES - ■wll— ll■1wI III■IIsoils nnlo■oll— =llw■o111 ■'—�. I =IIn1oI= I'• ■.nm II,='• —wino■ - - - - L.1 � L.nI 1IIIIIIIIIllllL.a11111ll.... nwwu■wnn■■wnn:iiunm II �� -L.a. _ - wOn IIw■■11■Io■1 Ilo■■1■■Iw■■n■u■■1■■Io■■1■■IoI= -Io■■n= = -- - Innnwnl Iwn■u1n■unnuuununn o._.--------...aunt.______---..r ■w11■Iw■o11■1� 11■IOI 11111111111111111 10,00 MINIMUM! Io11■1 w11■Io■oil■Iw■o11■Iw■w11■Iw■Dill ■w11■1o■w11■Io■w11■Io■oil■lo■wll■Iw■I ■Iw11■w■Iw11Q 111■w■ NINON .IL.a.w...Im...1a1...1.11 IIo11■w■Iw11■o■Iw11■w■Iw11■w■Io1I■o■1PERMISSION AND CONSENT OF NORT-ISIDE - - - wninnnnli Iwn■i I .I non II■■oI nwnnnonmoumomn■ nnwnnnwnn■■wnn■■wn■n■wn!!� - ••- Iiialiriiiiiliil�o■n ,L11�� ■wm ,HIM ,I11111111, � -. ., II■■■I Iwo l■1— BUILDER:� Lei 0 RTHSID 12 ME - o :w■1■1■r. • .i..1..1.. ,..1..1.._ AIOOI■■a■■1■■Io■■1■■Iw►. `w■II■■Iw■- �anunr vmnn■� umnnunnnnnuam \■o11■Iwr _ wi■wmm� e1w■wnnw. �w■wlnum - - -- 1■loll■wI — `Io11■w■11 -- --_---- --- -- -_-. _--- .1■w■loll■l= I■Iww■w■1. `■a11■w■ll - -�■n■wn' _ ,,, _`— ,,, _ `.w■Iw- — . Omn■wn= ■nunmr. `Ownm - Q wnmv —❑ _ _❑= .unnwl gnu■_ ■■■ ., —ii�ii■miiwin�ii• ■Iw■■1■■a■■—❑ =_o■Io■■1■■lw\ `w■11■■I aunt = „' _:= ,,, - .n■w ■nm= =I■nnnuunur einnunnnn- -nalnnlol■► .mn ■Iw�I _ =■= = \■w111 I■nn= ,,, .,, —■■wll■lo■n1■Iw' l:■n1■Iw■o11■.= =mm�w■nnln. u�r =I I -•- I - Ion Muni-1 1 -nun■wnnn• l:wnnnwnnm-I I -non■wnoll■wo1. 'Dili n• - - o nnwl- I !-nuwmmsr' ■innnwmn■wn= -nuwnnnmm■. �� - -.- �_ -■- -� lnnims ■Inv ■iwnunonmo■= =unwumm�nnw► --."-. . -��— I—■— — own- —w■lwl■■O' ■■lon■■■lwn■■■Io1■I— =uunmumni IN �- -■- �� Ow11■= =■■nnlw' .1:■wlna■oil■Iw■o11■11= =1■w11■Iw■w11■tw■w11■a. PROPOSED - Toll■w■■.n■o■.■■■.-dl■w■loll■• .1■o■lwnunwu■w■Iwll■w■IY■■■..._■l■w■Iw11■o■Io11■w■loll■w■1. ---------------------_------- -------------------------- - ■m■mwmnunnuwnnnmunw■un■wnnuw■un■wnnn. ..- ____ _ ------- _---- -- mnnnonulw■nmonnlwumuunnwunnw■■1■■a■■1■■lw► MIN ■Iwnnnw■mmnn■amnlwnunomnwunnwnnno■Imol ---____-. ■■■■■■■■ -- __ _-. ___ ___ _ ■anunwlnmmnnnunlwunnnnnlnomm�mm�nan :o:c: �■nnlwn .� Inmom■Iomnunnamnlonnlw■wn■Ioonnonnlwom Il�nr_'r --�mo■ -- - ! _T= -=. � ._ �o.. unnwnnumnuwnm■wnnnwnnnoununmonmunml . ■■■ _■wnm , , = =p e 1, m �� n■wnnnw�•••••_•••Inunlnwnnuw■nmw�•-•---•••Inwnnnwi wm= =Iwnm = .- ■ m n■ loon mwun■L•� ■■■vmnu■NEN ■■■vnnlw■ 1■■■I_ ■■■ —on■■■I -❑_■= INN I■1 I■■III n.nonil-ll-1n■■o■.■■■■■unu■n1171r1m�■■■.0 - I_uuun wn oi� wI uowl iiouiii ■■■ =iiuiiioiiiiiniiiii= ■�■ =uniiimELEVATION Iim=�_� =nnwnl s= _■= IwI n I• � mu ■nnw■u= -nonnnwnnuon= =u■wnnn - - ,nm-Ili=■wnm ■ ■ nl oil w ■Inn u■wnn■I_ ,�� =Ioulmnnnona_ ��� -Iomnwl um:__ swum _ __■ w ■I �� wool mwuun- -nnmonuuuun- -nnua■ mm�nmwn■inou■■■I Iu - I-nnnlwnmuuunl-I• I =unnlwu Iu■wnnuwluumnlwn - -: �._: wn wI .■■.■.urlw■wl umao- -_enw■mnw■nnao- -Inu■wm Iwmn■wnnnwmuunl I ' t I - Iol ■■ n■wnwuollw nmom= =n■wnnnwnwuow- =u■olww II■II■oI1■1■■wn■1■■w■1■11 : ■■I I III to■1■n■wwlnn 1■■w■IIIII—u—Iw■1■1■■0■1■1■■w■1■1■I-u =l0■1■1■■wl ■1■■l0■■1■■Iw■■1■■Io■■1■■ - - III - - INN I■■1■■Iw■■1■nl I lo■■1■■1= —J■■1■■Iw■■1■■IwO1■■1= I—iiiiiiiii - • 1■�9l�ee!!9w!!!■■Iw1■■■■l fIS 1■I 11■■■■Iw1■■■■n 0 eIlwlwll■Iwlwll■a■w11■Iw■1� ■� 'n1 wl�lnw■wn■a■n■ Io11■Iw■w11■Iw■o11■Io■wll■lo■011■lo■wO■Iw■w11■Io■w11■Iw■ol1■Iw■w11I m unnnoauunmu■n i � _��unnwnm■w■uwomuwnm■ouu■wum■wnnlunnuwnmll♦ - - � -32 _ ••UsAm • 14, D.C.LL EXTERIOR WALLS SHALL IERWISE NOTED. -L INTER OR WALLS SHALL ALL WINDOW ROUGH■ n3.CONTRACTOR SHALL VERIFY OPENINGS PRIOR TO ORDERING WIN DOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR /-RED CEDAR ROOF SHINGLES-/ ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO tltlltttt. THE ATTENTION OF THE ....1.11...1.11. ...If•________.... . :Iwl �tolll= =Ilottll. `011o1ot.11tlool iolon= =lwnnl, �molwnownI- ■ -nnwo= O■■ =u • :onuu- 11� =sumo. gtlnnontll- ON =tonal- ■�■ -n unnn.l_ Itlttlonl► '\Ittlotslto— Iona - iuunnn— I =ununm. inn[Omni-I, I -slam= I=n itolmoam_ =Iuoolltlottll, 01101001 nnnum u = =IIIt1o1— —■ �innum.0= —lwl. � owni=LJ =nnwo= LJ=Io -RED CEDAR ROOF SHINGLES :tloltto MINIM tt='� =tlolnotlolttot. \tltntw......_dtlttotltlnV......dltltl litnnl.tnul.r—' —.Itnn.tnnl.nu ilolttttlolttttloltt��iill�iii�iilttttltllttttlsltttt. . it.uno.nnwonnl.onmonmownnwowunoo. _ � iwnwmolwnownwnunnnmwnutumounownwn. :nnuwunnwouutwnnnomnouuunmuouuut ©� no Sol -�unomnwnnnonmwnutlwnu mlwunnmm�nuulnomlwnn ru.., uonnuunnonnutnuuuuuwl nuu ni.nnuwnwntwnnnm.nt.nwum mnt i1�■onuunnoonnunnoonn■.■.mu■ nwnnowmn._......_......_......_......_..�■■■.nnuwn■ wmmwntlnwnnn��•••....nmwm tonwl ---_---- ---- ---- ---- -uunm o.nnn.tnm anwnmmmon nnnlwonnl.nn■u nnlwnn Itt1o1 lntloltl loloonlolool= 0l00oololtoo Ilntololonololtnl— =Ilolttt .to111 9011!211, IIoo11t1 olnl000llolt= ■■ ��■ �illinimmolisimi numolmoi 1tlt1oo11t1000110101nml ■amid olloonolloo- ■■� ■■■ 11no1o1un Il000lollootlolnot —Io11ololoot oltlntlt notlolnooll_ 0oololtttltlt oolol0000ltltootlol— =nooltIloolol tlttlotI Ilottlttlottl=I I ! I I I Itlotloolomoll tooloolwotloolottlt= =ll00011 - - - - Ittlol I ILEItottloltl lw.■t■■■w■■■I= olttnlol■■t Ilnttlolnnlwltttl=. , I—Ilolntotolll Iloto11t1 nuutomlt= U 1 � 1 1 1 Io1oo11t1oto11tlo1— =o1ltltll - - n■ou ■noun outotlolnwtlo..._.v..._.. Jnolltotulltol Iltwt1o11otlo1lo00— =Iwlltol - Itlnt tlolnot notnmoumotuuouuiiiiiiiiiiiiiiiiiimntltltlttotlt otmttotlolttotlol= -notlt Ilotlol Itlt■lott Ilwttltnottlttlottlttlottltnotlttlwttlttlwttlttlottntlottll Inittlootlttlwttlt_— —Jl000■1 - 1n1o1 Inon..nomnlon..nolmnolmnolnmoln IoltntlolttttltllnttlolnttloltntlolttOlonntloltntlolt.. Ilttttlolnnl-loon--lttnlolt��tlonO - oto111 DESIGN ASSOCIATES. nlwn nomoununwnuuwnownmownnmm�m ant.n.uunwnunwnunnnoununnnm.mounul nownnmm�nm.moumounon �- - - nnn vnwnnnouuutunonnuonuownnno nwmuonnnwnmownnnwnmommmnnonuour .tnm.nmtwnno.tum.tuntr■lr w �nn�I�in�nnn�nml��nnl�mm��nououn�n���nm���nm•nnmoun�onn�nnn��nnl��nm��m�mnn�nnn�nml�nnmonm�on� BUILDER: NORTHSIDE DESIGN ASSOCIATES 00000� ■■. , STRUCTURAL ENGINEER IF • . • . - un. �• �i. .u.ln_ DESIGN ■I .�' tlp iulnotII .�%► �� .a 12 onnlonniio._ .rilor' ,I �loltp ► _immlmnnmlm.. nnwo• i• ��nnr .i1- , �� ■.ir n.unomn.owunonl.. _itiintotr �� iwtlwlr" Illtw. _..iliwr ,w11 Elnotlolnoololltot1o11t��._ 7tltltttltll ./' ,�tltlol .Atotltl. �dtlttot• Itltltootltl000tlol000tltlttotltltt�_ Jttlttlot► /� ..ottlt► .Atlottlttl. - -.wttlttlol ,ottlttlo■■t■tlo■tl■tlwttlttlottlttlottlr �olttttlwr' ,I ,�Iolttl Itttlolttttlol. ■olttttl► IIllttt� �Ittttlolttttlol\I rwlltlwtw• i' Itolltr' 1t1o[----- -01101. ■011o1otl /tw111 moimili \ I �IimI�o n1 vea•�r•.•�tri'lI t•�i l••ot,:.I•/1ii�1l�mt.•I nr•o'�n•tv lnw.til.ru'd tlolAuttnlrtofI ltlollolalnttmtloo-ntttllltototoultto1l1wolutttntt1wolun■ttIltmotoltw1l�.m1ltttt�t1ooll�tttItlltmotout1t1wttttlwln■tIttltootntoltnn.tl.ot1t.o tt1 l■1. .I■.o■■I■�■wIwtt■n1.ot■1o■1■t■wott■t1oloo■O■■1■wr otltnntt.1o�ilu.1l11�l A1l■■untlIotwwn tt■ IIo11 MEN] ttlaltottt l nutoluIlttot., 1 lton■ll iumr w III: "Mon lottt INNER] ln .1wwro:10 oll�I1lli 1l1ll�t11 n tuntA�nluo �.lt t iollor ooll■'I.t : ltotlollt wnwllto■It1.tnnt tMt1o\li n lo!l., n0001 =I. m�ttm n ttlttlotmtol low1 1 l■tt.1t \ --. A � wlltlot110 o11to1 PROPOSED IoouD o■Ioll Ilto , �Ittotltltt. ,,, Itlttotltltt► - �ntlottlttlol I�tINN tlttlG:. �� oil I _— �I--I-I-I-I-I-I-� �Atttlwl ltlwlt■. • uun �� r1 r� unur•\ —�wuwl I Q'��` uwun— _ oii iiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniii -- - - - innm nnou �_ loll ntltnol lnomnonmonnununonuunmunm nlwnnn�nnn�uumnnnon ____-----------____-- ■nmm ��� ��' ��� nlwoll■- -- m nuum innunlnoo---------------------'�uutunnol nmr'--- '--- ---------- .lnm nr--___-----____----------au n■■■■..� ■■...■■■ nnnml IIo Iloloto111 oolmotolr-_ ••-lmo011o1ot1 IR•_ —tot 1•-' _1 ltlotoOl uI noololl n.mm.l= -oumml m= -iu I= =I oownwln loll ioltltn Imwnnnl- 111 111 111 -_imn.nou nt- 1�0 �1� 1�1 —nn n 1�1 111 1�� —I �11 ��1 1�� 1�� �11 omtu lollNEI loolotlol Ioloolnn=❑ ❑ ❑ —Ilnl.nln loolNEI=❑ ❑ ❑=to1 I=❑ ❑ ❑ —I li mom ttl Ilttttlol Itlolttttlw= ,,, ,,, —■■■Ioloottl t■1= , =Sol 1= —1 Ilttttloll IRE Iltlotolll untlotoll_ _Ip.11tlotl In— —tIt I— — Ioloto111 ELEVATIONS rwI uunwu nwuuuwl=, I I I =_ouuown m= I , I I =_uw l= I I I I=_I ,. I I , I I I Imm�ll to imnnt inumun= =tnu.nm to- —un u= ® —_I ounu nn nnttlwl monlnit=u =unuum m—u u u =m I_u u u=i uiiiiiin ut Iuuuwl wnunu= —munottl nl= —InI I Ila unowlt owuuwuu.■ downtun n.r.■:----------•------------.r.nt L. m.unl ul mmm niol.mou iounonmool.mm.uun.nt. owniiiiiioiliiiniiliioiiliwl iliiniliiiiniiliiniliiiiliiliGniliiiii uomwln FIRST FLOOR\ to i.nnnt ino.ouno.nmunnmm�mm�uomu.nm mo.nnn.nono.nnnomm�n nnnmono.nnn.nnn.m .onmomu.mmomn.nono�m .none It!! 9t!_�l!! Iolottlttlottlttlottlttlottlttlottnnottltnptnt IttloOlttlotnttlonntlottptlt.n Itlotlonittlootlotlptntlopll tttntlottlttlottlttlonlnlonittlC_�11 l!!Itl91 C— V ■m i onnn nnnuununnuuunoomm�mm�n.ntooi nlmm�nnonnnnl.lmn.ntl nnlwunmmnmmMnnm unnlwnnmm�nnnnuummm unuuo Ilo■Ioltlto111■Iolloloto11t1otolttltlto11o1ott111o1ot.l1ol.totlpotl■ Itw11o1oto11o1oto11t1otollol.ollnt �Ilotwlltloolltlatolltlotomu■lntltolloloto11o1oto11nwto1lnoto11t1o1■It1.t.111■ -- au_n■.o.nu■■.mo■.nuo.nus — -PROJi SHEET � AA 1 ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS LAY-ON ROOF - - OTHERWISE NOTED. WAY-ON ROOF ./2x8 16'O.C. >, /2x8 16'O.C. 2.8 NAILER 2x8 CEILING - 2x8 NAILER POST DN. RIDGE POST JOISTS 16'O.L. 2.ALL INTERIOR WALLS SHALL 2 I:'T Txl4° LVL 2)I$°xll%' LVL 3)I �°xlb' LVL � BE 2X4(d116"O.C.UNLESS RIDGE TO HDR. DN. 2x10 16'O.G. RIDGE OTHERWISE NOTED. 2x10 16'O.C. 12 \ 12 1 QS 2x10 Ib'O.C. 3.CONTRACTOR SHALL VERIFY I! N1 1 \`� "ALL WINDOW ROUGH OPENINGS 2.6 BRACIN j j 2z1, BRAgNG 3 .PRIOR TO ORDERING WINDOWS. 16"O.C. 1c�O.C. ' , . _� 1 _ � A7 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ..2x8 CEILING �� mZ 1II ILl 1pp1 II RII II II II IIII rJIIpII em II -�II II 1 1loll' � �� ` � \ CONSTRUCTION. CONTRACTOR 3)2x12 HEADER JOST5 16'O.C. LVL 3)2x10 HDR ASSUMES RESPONSIBILITY FOR.VALLEY 1 TYP. U.N.O. o LV ANY MISSING OR INCORRECT2.5 G FLUSHHD DIMENSIONS BROUGHT TOA.7 0 1 R JOISTS 16 O.C. ATTIC om II 11 11 II 1I VII 1 � A T ATTENTION OF THE BEDROOM 2j1/ , Aq DESIGNER. r II II II II II II II II. Ih Jn„-I� II II II II II II II II 11 all II a/ `r � 3/4' TtG PLYWOOD SUB-FLOOR w 1 II II II II II II II II II„311i Y'r - GLUED AND NAILED, TYP_ - n n 1 u 9 12 - GENERAL NOTES wI2X26 BEAM / n W.LC. ii STORAGE )I� ,TUDIO/LOFT �12 SEGONDFLOOR T EEL __IL_JI_-ll__ JI__Jl__IL_JI__fll / II ' TJI 16'O.C. I ' TJI 16'O.C. II ° TJI 16°O.C. II ' TJI 16'O.C. \ SOLID BLOCKING - FLUSH 11 WI2X4 / FLIl��SH UNDER DORETWEEN MER�15T5 2)I%'xll%° LVL 1 STEELBEAIT 3)I�'xll,(°°'LVL /� 1 3)2x12 HEADER /W14X43 1 3)I�'zll%' LVL II ENCASE BEAM CONTINUOUS HEADER ® r 5 IN SIRE RATED 2 ENG.NOTES 1/21/16 O= F p,.7 SHEETROCK () IT-EXTWIN/GAR I 1 �z. �?_ - A;q _ 1 KIT WIN/SR DR � 1219/14 HALL „, LAV. oZ GARAGE•, • G T M -� w NO. REVISION DATE 1 V „J II I - V �� KITCHEN VERIFY - I A 8 NORTISIDE HERESY EXPRESSLY RESERVES 3/4' TtG PLYWOOD SUB FL R COP RIGHT GLUED AND NAILED, TY RAISED OR FIRST FLOOR_ 11 FLUSH HEARTH J - PSNNS AmONOT TO BERER�DD s I II "TJI 16'O.C. �7 / MANNERw TCHANGE TSSOEIVER WA OUT FIRST S GARAGE SLAB OBTAININ StONANE%PRESNTOFINO 3)I%'xll:6' LVL FLUSH FLUSH — PERMISSION AND CONSENTOF NORTISIDE 2)I�'zll%° LVL 3)13j'xll%° LVL 2)13°zll%' LVL -- DESIGN ASSOCIATES. • 4' GONG. SLAB ON �� - b MIL VAPOR RETARDER �i CONTRCTOR SHALL A.fj v MAINTAIN 45' MINIMUM BUILDER: 10'CO THICK x ALL FOOTING COVERAGE BASEMENT 3 1/2'GONG. FILLED CONT NUOU ETE 520:10" T5 4'x 'z.25'COLUMN 5TL. LALLY COLUMN CONCRETE FOOTING ON 36°x36°x12' DP.ON 36°3E FOOTING IN - GONG. FOOTING, TYP. CONCR TE FOOTING GMU FOUNDATION - - = WALL FOR FIREPLACE CONTINUOUS RIDGE VENT 00 BASEMENT SLAB / - , RED CEDAR ROOF 5HINGLE5 - _ N < LAY-ON ROOF _ _ _ w/2x8 16° O.C. 1 _ 2x8 NAILER 5/5' COX SHEATHING DESIGNER: NORTHSIDE 4°CONC. SLAB / 12' 12' 2)I %'zl4" LVL ISR BUILDING PAPER ' b MIL VAPOR RETARDER _/ - RIDGE DESIGN 3 I/2'CONC, FILLED EXTEND FOOTING 12' 10' THICK z 9'-10° _ ` - 5TL. LALLY COLUMN BE'i OND F.P. DIMS. CONCRETE WALL ON ' 12 ASSOCIATES ON 36'x36'x12' DR - CONTINUOUS 20°xl0' 2z10 16'O.C. Qg RAFTER VENT GONG. FOOTING, TYP. CONCRETE FOOTING �A , 2x6 BR�CI INSULATION PER CODE DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 12 16' O.C. .SECTION µ IX FASCIA W/ GROWN MOLDING 141 MAIN STREET'YARMOUTHPORT'MA 02675 CROWN 8 CEILING EDRO #3 - - (SOB136 NORT-210 (508136]-9802 IJ Ix10' FASCIA JOISTS 16' O. NORTHSIDEDESIGN.COM northsitlel@comcas[.ntt Ix8° SOFFIT IN5ULATI- �� L7 \`� / COR-A-VENT STRIP VENT PER-CODE o= STRUCTURAL ENGINEER: o : LOFT X SOFFIT mz �. IX TAYLORIT ..FRIEZE r�12I2 12,12 - w. 12,12 \� .AI'7 - .. DESIGN LLC •P� ITCH PITCH - PITCH , A.q 1'\o SECOND FLOOR STAMP: SLOPE SLOPE $L� — , w - II ' TJI 16'O.C. 12.12 • BALLOON FRAME - PITCH WALLS il' ABOVE - BRG WALL FLOOR ` 3/4' TtG PLYWOOD SUB-FLOO (FORWARD OF DORMER) S�LOPE _ GLUED AND NAILED, TYP - t.I 1 _ 2X6616° O.G. ,e pT PITON _ w 12-12 ' ® ® ® o= INSULATION PER CODE N I PITCH _ I/2'CDX. SHEATHING z I/2'GWB - PROJECT: ci sL—� FOYER DEN „� VAPOR BARRIER SLOPE • C 5,12 - V TriEK HOUSEWRAP PROPOSED 5:12 PITON L SIDING (SEE ELEVS.) yryyy J wT PITCH Sl F a 9< PITCH yP PITCH wIII In PA�� m 12-12 FIRST FLOOR t? � PITCH CRICKET RIM JOIST S1 3)I II.� LVL BRG WALL ABOVE ° RIDGE �y RIDGE / 4° FROM BEAM 1 LL SILL ki BELOW /SOLID W/SILL SEALER FLOOR LOCKING JOIST$BETWEEN EEN y q TITLE: BUILDING t12,12SECTIONS � , 5�12 Pw8- 5d2 - � ,4Fj � 3)I%'xll%° LVLPITCH tt NNIYY PITCH �1 7' PITCH o $L BASEMENT $ 3 1/2'GONG. FILLED 6'COMPACTED FILL5-12 d w 6X6 6/6 wWF TOP 3 OF SLAB PITCH 2612 12d2 �' 12.12 - A•8 STL. LALLY COLUMN 1/ 0 PITCH PITCH PITCH BASEMENT SLAB 5, LOPE PITCH 5 51 � —. PROJECT#: SHEET SL 4' IONC. SLAB ON . ` / 6 MIL VAPOR RETARDER ' 3 1/2"GONG. FILLED 10' T14ICK x q'-10' _ - 14-32 A.5 ���.�RETE WALL ON ROOF PLAN wuous 2o•xw° RETE FOOTING DATE: OF SCALE:1/8"V-T - - - ,,;24„4 13. F /�� 1.ALL EXTERIOR WALLS.SHALL A.q )2°xt2" RIDGE BE 2X6 @ 16"O.C.UNLESS 2 OTHERWISE NOTED. A.7 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS 12 OTHERWISE NOTED. ATTIC �12 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 2x10 16 O.C. 2x8 CEILING A JOISTS 16.O.C. - 4.CONTRACTOR SHALL A.q ALL D M NSIONS PRIOR TO VERIFY CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR - ANY MISSING OR INCORRECT 1 - - DIMENSIONS NOT BROUGHT TO MASTER BEDROOM _ q THE ATTENTION OF THE TRAY CLG. TO 12' FLAT / • DESIGNER. 3)2xl2 HEADER 3)2x10 HDR - . `� TYP..U.N.O. GENERAL NOTES B M A.q 3/4"TOG PLYWOOD SUB-FLOOR GLUED AND NAILED,.TYP _ _FIRST FLOOR 2 ENG.NOTES 1/21/15 �1 1 1 PL-EXT GAR 12/9/14 TJI 16°O.C. KIT WIN/SR DR _ � - - - - NO. REVISION DATE ' •. COPYRIGHT q NORTHSIDE HEREBY EXPRESSLY RESERVES A$ ., - ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED O_ CHANG DORCOPIEDINANYFORMOR MANNER WHAHATSOEVER WITHOIR FIRST IT BASEMENT 8 OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE A.A DESIGN ASSOCIATES. 4 CONC, SLAB ON 6 MIL VAPOR RETARDER N - BUILDER: _BASEMENT SLAB —pK10° THICK x q'-10' - CONCRETE WALL ON / CONTINUOUS 20"AO' A.7 CONCRETE FOOTING F A.q RIDGE '�' LVL - - RIDGE E SECTION 2.10 16'O.C. DESIGNER: NORTHSIDE F / A DESIGN A.q 12 A.q ASSOCIATES Iz - / Q5 - DISTIN 41MAIN SREE'YARL&COMMERCIAL DESIGN 2 2xto 16.O.C. 3 A.7 D 141 MAIN STREET°YARMOl1THPORT'MA 02675 A.7 (508)362-2210 (508)362-9802 1 1 2)1 %'.Il V LVL 2x8 CEILING NORTHSIDEDESIGN.COM RIDGE JOISTS I6'O.C. n hsidel@comcwc d 2-2x8 COLLAR TIES 12 - A q o= / - STRUCTURAL ENGINEER: I- TAYLOR EACH SIDE OF 12 EACH i _ - RAFTERS,BOXED OUT - - m J W. '� A 3/4' TOG PLYWOOD 5UB=FLOOR 2 � DESIGN LLC --- --- ---- 2.0 ib"0.c:.' A.q 10- GLUED AND NAILED, TYP Ix3 I6°O.C. IRE] ' 2x10 P.T. BEAMC. /! ATTI FLUSH 12 — — — — - STAMP: 3 4.10 P.T. BEAM 1 _yT 1 (1[) �-- 2 2x12 HEADER Q6 SECOND FLOOR \ A.7 (yJ 0[3 c1c5 (%S (%3 ---- 2x 10 16,O.C: T11 - - 3)2xt0 H R MU DROOM -- 2)2x12 P.T. HEADER 3)2x10 HDR 3�2x12 HEADER YP. U.N O. - TYP. U.N.O. _ _ B 13 2x6 CEILING Ful3)2x10 HDR � TYP. U.N.O. I I JOISTS 16'O.C. ® - A.q P Z 1 I WRAPPED "PROJECT' «J 1 P.T. POST - PORCH i i WRAPPED TO 8' so. PROPOSED 3/4' TOG PLYWOOD SUB-FLOOR V II ."2_ DIALER ' GLUED AND NAILED, TYP 00 I I LAG BOLTS 16'O.C. FIRST FLOOR / SUNROOM FIR5T FLOOR �D /5�"•""(/'��)W,x�1�G .� II TJI Ib'O.C. �j 1 / 2)2x10 P.T. HEAD FLUSH 2.8 P.T. DECK q 2)I�' II'/s° LVL JOISTS 16' O.C. - A,8 2)I%°zll b' LVL o PROVIDE 10' DIAM. SONOTUBE TITLE: BEYOND q 2)I �'x7 Y.' LVL W/BIGFOOT FOOTING(BF28) BULDING FOR STAIR SUPPORT v FOR COLUMN SUPPORT ABOVE a:8 ABOVE E SECTIONS 8 BASEMENT BASEMENT Aq A.8 FLUSH MAINTAIN 45' MINIMUM SCALE:1/6"=1'0" 2)I�'xll b' LVL 12 CONTRCTOR SHALL 4'CONC. SLAB ON A.FS FOOTING COVERAGE / 6 MIL VAPOR RETARDER - ______ / IN 0 1 2 4 8 BASEMENT SLAB_ _BASEMENT SLAB PROJECT#: SHEET 10'THICK x 9'-10' 10' THICK x q'-10' / / CONCRETE WALL ON CONCRETE WALL ON 4° CONC. SLAB ON / 14-32 CONTINUOUS 20'x10" CONTINUOUS 20'x1W b MIL VAPOR RETARDER 8 .6 CONCRETE FOOTING SECTION CONCRETE FOOTING SECTION A.S DATE: OF C D 11/24/14 13 *. 1� 1.ALL EXTERIOR WALLS SHALL • BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.6 2.ALL INTERIOR WALLS SHALL RIDGE VENT OUTRIGGER OTHERWISE NOTED. RED CEDAR ROOF SHINGL - 624°O.C. • ROLL VENT - 3.CONTRACTOR SHALL VERIFY SIDING SEE ELEVATION - ALL WINDOW ROUGH OPENINGS °COX SHEATHING - _ PRIOR TO ORDERING WINDOWS. . 'TYVEK' HOUSEwRAP RIDGE BOARD INSULATION PER CODE (SAY TRUCTUVARYRAL 51Z rll - 4.CONTRACTOR SHALL VERIFY, H 77 ALL DIMENSIONS PRIOR TO. Yz°COX PLYWOOD It'GWB /SKIM COAT PLASTER CONSTRUCTION. CONTRACTOR ON Ix STRAPPING 4)16'O.C. - ASSUMES RESPONSIBILITY FOR ANY MISSING OR.INCORRECT 2x6®16°O.C. O� DIMENSIONS NOT BROUGHT TO IS-FELT PAPER .M THE ATTENTION OF THE, ICE AND WATER BARRIER MEMBRANE f INSULATION PER CODE S/B' 3' GDX PLYWOOD - CARRY UP� -0° FROM EAVE `/\yyl 1 v DESIGNER. 6 MIL. POLY VAPOR.BARRIER RAFTER VENT C\\� WHERE INSUL. 'AL. DRIP EDGE - 0 GENERAL NOTES �i°GWB INSULATI OVER ICE 4 WATER BARRIER PER CODE Q 2x10 RAFTE71 RS +'O CORA-VENT STRIP VENT 2 ENG.NOTES 1/21/15 BED MOLDING LCC PAWSHELF. PTD. PL-EXT GAR TYPICAL RIDGE VENT DETAIL IX FRIEZE CROWN MOLDING 1 KIT WIN/SR DR 12/9/14 TYPICAL WALL DETAIL 2 SCALE 171/2" = I'-0" SIDING NO. REVISION DATE SCALE 1-1/2"-- I'-W ul A o� I"10 PTD. TYP. WALL COPYRIGHT BED MLDG. NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT.THESES PLANS ARE NOT TO BE REPRODUCED TYPICAL EAVE DETAIL CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN Ix FRIEZE PERMISSION AND CONSENT OF NORTIISIDE DESIGNASSOCIATES. - BUILDER: 12'CORNER BOARDS - BOX OUT CORNER BOARDS 2' DEEP DESIGNER: NORTHSIDE ^ TYPICAL RAKE 4 CORNICE • `� SCALE-1-1/2". 1'-0" DESIGN FLOOR JOIST -. � � - - .- ASSOCIATES _ - BLOCKING DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PER MANUFACTURER'S - - 141 MAIN STREET•YARMOUTHPORT-MA 02675 INSTALLATION SPECS. (508)362-2210 (508)362-9802 HOLD TOP OF JOIST NORTHSIDEDESIGN.COM 2x0 BOLTED 1/8" ABOVE TOP OF -' O - - oorcnaael�u°om"a:exec TO FLANGE BEAM FACE MOUNT HANGER - - - - STRUCTURAL ENGINEER: o - TAYLOR BEAM SIZES VARY DESIGN LLC ® 0 STAMP: PAD BEAM 0 - .. BEAM SIZES VARY 0 BEAM SIZES VARY -� �• BEAM SIZES VARY 7 PROJECT: BOLT 2X PADDING THROUGH - ,THRU--BOLTED - PROPOSED STEEL BEAM W/ 1/2" DAM'A325 BOLTS @ 2'-0" O.G. HORIZ. HELD @ EACH STAGGERED TOP M1 BOTTOM BRACKET TO BM. ENCASE STL. BM. _40. I IN FIRE RATED SHEETROCK FLOOR JOIST 2x5 BOLTED - JOISTS MAY AL50 RUN OVER TO FLANGE TOP OF BEAM TITLE STEEL "L" BRACKET EACH SIDE BULDING JOIST TO STL. BI I. CONNECTION CONNECTIONS PER AISC DETAILS GARAGE 7 STL. BI I./BI I. CONNECTION scALE.1/e-1-o JOIST TO STL. BM. CONNECTION SCALE 1-I/2" I'-O" 5 SCALE 1-1/2" = 1'-0" 0 7 2 4 8 PROJECT#: SHEET 14-32 A.7 OF DATE: 11/24/14 13 _ - - - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. -2.ALL INTERIOR WALLS SHALL . - - f BE 2X4 @ 16"O.C.UNLESS ' - - OTHERWISE NOTED. DO NOT BACKFILL wnu STRUCTURAL PIPE COLUMN OR: 3.CONTRACTOR SHALL VERIFY UNTIL CONCRETE HAS BIT.JT. FILLER, NOT 3 1/2"nCONC. FILLED 5TL. COL. ATTAINED 7 CONCRETE STRENGTH TOP OFF W/FLEXIBLE f/OR B7 IEXHEIGHT KIPS-LOADING - 'ALL WINDOW ROUGH OPENINGS DAYJOINT SEALANT °TYVEK° HouSEwRAP PRIOR TO ORDERING WINDOWS. AND BOTH TOP 4 BOTTOM - I. BITUMINOUS JOINT FILLER, OF WALL ARE PROPERLY % - TOP OFF W/ FLEXIBLE 4.CONTRACTOR SHALL VERIFY 'SERCURED. kj' COX PLYWOOD - - 4" CONCRETE SLAB JOINT SECANT, _ •I :° WWF 6X6 6/6, TOP v3 ALL DIMENSIONS PRIOR TO =IIII=IIII OF'SL� SIKAFLEX IA" ff 2xb @ 16' O.C. 6 MIL. POLY VAPOR RETARDE CONSTRUCTION. CONTRACTOR 2@ a5 REBARS, CONY. 4•CONIC. SLAB CONCRETE FOOTING ASSUMES RESPONSIBILITY FOR TOP tBOTTOM = INSULATION ANY MISSING OR INCORRECT _ PER CODE 3'-O"x3'-O"xl'-O° ASE PLATE DIMENSIONS NOT BROUGHT TO I I I ] ° - 6'COMPACTED _ 6X6 6/6 W W F, TOP 1/3 °x THE ATTENTION OF THE CARRY DAMPROOFING =IIII I III • FILL — 6 MIL. POLY VAPOR BARRIER . OF SLAB - 4° DESIGNER. OVER TOP OF - FOOTING I: XI' G.W.B. . GENERAL NOTES 2X4 KEYWAY IZ' T4G PLYWD.SUBFLOOR 'r I,�,_r ^"! .T^r'T ° . GLUE 6 NAIL TO JOISTS r' � 4' a 30 u5 REBARS, CONY. • + � 51DING SEE ELEVATION d _ L__ III — BOTH WAYSA(T*PIICOAL ;. •?';. IIII IIII RIM JOIST OR DBL,PERIMETER d d I1r o _ — - 1 4 4 a 2 ENG.NOTES 1I21M5 IIII—IIII—III—IIII—IIII IIII—IIII—IIII—IIII—IIII— B•CDX P.T. PL7wD. BOTTOM b' PL-EXT GAR =III=IIII IIII=III=III=III I IIII=IIII=III I=IIII - a, p - 1 KIT WIN/SR DR 12/9/14 . — — — — — — — — 2x6 P.T. SILL .II.7/811 TJI NO. REVISION DATE SILL SEALER - RpfE.fOpfob p11N.1 BF OI ACTtp G,AN,WI Fl OOPYRIGH 1M•AL uxDISTIxe3ea fFIMMR xl.:/REe Oi cui,P4T, NORTH SIDE HEREBY EXPRESSLY RESERVES Vf' 1 vPLETATNE W LR(iAl"e TDp4.xpflA APapTER 5/5'ANCHOR BOLTS @ 36'O.C. - ITS COMMON IAW COPYRIGHT.THESES 6ura.r IP arEmexr c�mirnRs ARe ewaxrmm. \ ' MIN. 3'EMBEDMENT PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR ' w/3°x3°xl/4°PLATE WASHER " bl .' jD � � � 'MANNER WHATSOEVER WITHOUT FIRST �Qa TYPICAL SLAB ff FOOTING FILL t TAMP 5'OUT FOR 11 4 < OBTAINING TTEE%PRESS WRITTEN p PERMISSION AND CONSENT OF NORTHSIDE I'/FT. SLOPE: PROVIDE- II 3• DESIGN ASSOCIATES. '- U SCALE 1-1/2" 1'-0" 12' BED OF %- STONE .. 1r d - IN. g:_0' - MIN W14ERE NO GUTTERS - IC - - _ BUILDER: _ 8 2 @ 05 REBARS CONT.- 4 AROUND ALL OPENINGS - d DAMPROOFING - COLUMN FOOTING DETAIL SCALE. 1-1/2' = 1'-0" - - _ DESIGNER: ATYPICAL SILL DETAIL NORTHSIDE POST OoNnr+ues DESIGN vI SCALE I-I/2" _ II_O° FOR COLUMN' —.IX4 DECKING. � ASSOCIATES COORD. DIM. W/ V DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - DOOR LOCATION - - - _ 141 MAIN STREET-YARMOUTHPORT°MA 02675 6'APRON, THICKEN.TO 6° (506)362-2 210 ISM)362-9502 •@ DOOR OPENING - , ° - GARAGE DOOR - 2x6 P.T. DECK NOTCH P05T AND THRU BOLT . NDRTHSIDEDESGN.CDM . 2-O' JOISTS 16'O.C. I^ - porthlidel@Wmcan— AT BEAM TO POST CONNECTION 20 u5 REBAR •Ik2°xlYz°xY,' - - • - STRUCTURAL ENGINEER: CONT.@ GALV. ANGLE w/ a4 PERIMETER ANCHORS @ 3'-O"'. - 2)2xIO I.T. TAYLOR O.C. MAX. - - - - - HEADER - - � - DESIGN LLC _ ... 6x6 6/6 WWF - _ - TOP'1/3 OF SLAB 6°x6°P.T. POST� -STAMP: 51MP50N ABA66 0 d V 4 .,o Q C .d 2x4 KEYWAY v 4 PROJECT: PROPOSED PROVIDE 10' DIAM.SONOTUBE v WBIGF00T FOOTING(BF20) . 2 @ u5 REBARS, CONY - d •dc - \\/\ - FOR COLUMN SUPPORT ABOVE - � - i_ - - —7 GO •"- ��� 05;M23Jju-&i NA /\X\\/\// % j -- /�\/%\/ �\\�\ -TITLE: - BULDING 6' COMP. FILL - - �1GARAGE APRON DETAIL DETAILS I. I SCALE 1-1/2" = 1'-O" SCALE:1/6"=1'-0" 2 TYPICAL DECK POST DETAIL SCALE 1-1/2" = 1'-0' 0 7 2 a 6 PROJECT#: SSHHEETQ 14-32 A.V OF DATE: 11/24/14 13 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS • OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL ' BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY oT e 2x6 DBL TOP PLATE I �I�.`\ ALL WINDOW ROUGH OPENINGS ' I I PRIOR TO ORDERING WINDOWS. el I DBL TOP PLATE 4.CONTRACTOR SHALL VERIFY f 51MPSON 5P6(20 GA.) - i i ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR RAFTER @ 16" O.C. o-W� ASSUMES RESPONSIBILITY FOR I ANY MISSING OR INCORRECT Q - DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 2. STUDS @ 16" O.G. - _ - - DESIGNER. ° I 1 °o H2.5 @ EA. RAFTER e1 1 - ° HEADER' 1 2x STUDS @ 16' O.C. GENERAL NOTES 1 FULL NGT. STUD 1 1/2' CDX 5HEATHI CONTINUOUS HEADER 'i I I @ HDR UPLIFT STRAP ° TOP PLATE JACK STUD 1 I MULTIPLE OPENINGS BTM PLATE - u °I Jam` I I WINDOW SILL - PLATE -5/8" ANCHOR BOLTS @ 3G" O.C. NAIL Bd COMMON EXTEND HEADER 2 ENG.NOTES 1121115 MIN. 7° EMBEDMENT ` w/3°x3°xl/4° PLATE WASHER - RIM JOIST NAILS @ 3° O. TO KING STUD _ o�1re` 1 KTLWIWSRADR 12/9/14 ^� i1 4• ` ` FLOOR JOISTS AFTER TO PLATE CONNECTION 12 GA.ANCHORS TYP. NAIL TOP PLATE NO. REVISION DATE / 1F� SCALE N.T.S. 1 - a.. 2- 5/5' ANCHOR BOLTS TO BTM. OF HDR. SILL PLATE w/ 3"x3' PLATE WASHERS 2 ROWS 16d NAILS' COPYRIGHT �I •O • .a @ 3" O.C. NORTHSIDE HEREBY EXPRESSLY RESERVES j 1 p• ITS COMMON LAW COPYRIGHT.THESES v, PLANS ARE NOT TO BE REPROWCED •` "O• OPENING CHANGED OR COPIED IN ANY FORM OR 1 • 11 MANNERWHATSOEVER WITHGNT FIRST • 11 • 1 FOUNDATION— 1L a. OBTAINING THE EXPRESS WRITTEN ¢ I.. II e1 PERMISSION AND CONSENT OF NORTHSIDE II -1/2' CDX. SHEATHING .rI�. - DESIGNASSOCIATES. SILL PLATE TO TOP PLATE • SEE NAILING SCHEDULE - �• BUILDER: L� TUDS 4 HEADERS 5/8° ANCHOR BOLTS @ 36° O.C. SCALE. N.T.5. MIN. 7° EMBEDMENT w/3'x3°xl/4° PLATE WA544ER NARROW WALL BRACING SCALE.N.T.S. C SILL TO PLATE CONNECTION u;/ SHEATHING SCALE.N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES - - - • - - A DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN J(JIN I UE5CRIPTION NUMBER OF :NUMBER OF NAIL SPACING - 141 MAIN STREET'VARMOUTHPORT'MA 02675 COMMON NAILS BOX NAILS (508)362-2 2 10 (SC8)362-9802 NO RTHSIDEDESIGN.COM ROOF FRAMING - - - n°rtnslael@c° cascnec BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-IOd EACH.END - - RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END - STRUCTURAL ENGINEER: WALL FRAMING TAYLOR ..TOP PLATES AT INTERSECTIONS.(FACE NAILED) -' 4-16d 5-16d AT JOINTS - - - c o DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-16d. 24'O.C. - HEADER TO HEADER (FACE NAILED) I6d 16d 24'O.C.ALONG EDGES - - - STAMP: FLOOR FRAMING_ BEAM 4 STRAP 2)IGd COMMON NAILS 6" O.G. o o JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) '4-8d 4-IOd PER JOIST + - HTTS N BLOCKING TO JOIST (TOE NAILED) 2-8d 2-IOd EACH END LSTA @ EA. RAFTER - HTT5 - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d - 4-16d EACH BLOCK 2 . END ' LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST DISTANCE _ J015T ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d PER JOIST BAND JOIST TO J015T(END NAILED) 3-16d 4-16d PER JOIST _ BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-160 3-1(A PER FOOT IPSON jL PROJECT: S M ROOF SHEATHING ° le AB c (, ii PROPOSED //Cr RIDGE BEAM ( ,a � � WOOD STRUCTURAL PANELS _// ' 11, NOTE: f✓ RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d IOd 6' EDGE/W FIELD RIDGE STRAPS ARE NOT ° RAFTERS OR TRUSSES SPACED OVER 16"O.C. Bd IOd 4' EDGE/&" FIELD k j .;. REQUIRED WHEN COLLAR TIES OF .d.„ NOMINAL Ix6 OR 2x4 LUMBER GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6' EDGE/6' FIELD ti ARE LOCATED IN THE UPPER r GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6' EDGE/6' FIELD - THIRD OF THE ATTIC SPACE AND ° '- oof OUTLOOKER5 - ATTACHED TO RAFTERS U51NG GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS 8d IOd 4' EDGE/4' FIELD 5)IOd NAIL5 EACH END ' TITLE: CEILING SHEATHING F POST BASE FRAMING TIE GYPSUM WALLBOARD Sd COOLERS - 7' EDGE/10' FIELD 1— SCALE. N.T.S. ' �RRIIDGE BAND STRAP DOWN DETAILS WALL SHEATHING \ I J SCALE,N•T•5• CORNER STUD HOLD DOWN WOOD STRUCTURAL PANELS SCALE. N.T.S. SCALE:1/8"=V-0" STUDS SPACED UP TO 24' O.C. Bd IOd 6' EDGE/12' FIELD h AND 256" FIBERBOARD PANELS ed 3' EDGE/6' FIELD 0 1 2 4 8 X2' GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10° FIELD FLOOR SHEATHING PRaecr n: SHEET /'� WOOD STRUCTURAL PANELS 14-32 Ll 1"OR LE55 Bd IOd 6' EDGE/1" FIELD- , ` V GREATER THAN V IOd 16d 6' EDGE/6' FIELD OF DATE: 11/24/14 13 _ 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS • OTHERWISE NOTED. ( 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS -_ • t OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. - 4.CONTRACTOR SHALL VERIFY • ALL DIMENSIONS PRIOR TO ■ ■ CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO FLOOR BRACING _ THE ATTENTION OF THE ■ ■ E E - - 4'O.C. FIRST DESIGNER. TWO JOIST SPACES TYPICAL o GENERAL NOTES O C A-6 A.6 F D A.6 _ 114, TJI 16'O.C. 3)I%'xll 7V LVL 2 ENG.NOTES 1/21/15 Bn. PKT' PL-EXT GAR 1 KIT WIN/SR DR 12/9/14 ■ -- -- -- - _ - NO. REVISION DATE BM. II - COPYRIGHT PKT. - - NORTHSIDE HEREBY EXPRESSLY RESERVES III V II ITS COMMON LAW COPYRIGHT.THESES 5 - O PINS ARE NOT TO III - _ BE MD CHANGEDOROPEDINAWFORM O TS 4'k4'k.25° MANNER WATSOEVER TFIRST TS 4'x4'x,25' COLUMN OBTAINING TH EXPRESS WRITTEN LUM PERMISSION AMID CONSENT OF NOR'THSIDE 0 � - •' DESIGN ASSOCIATES. II BUILDER: III 1174°TJI 16°O.C. PKT, III BM. 2)I�'xIIT/e° LVL I - - PKT- II . - 11 ■ FLUSH it%' TJI 16'O.C. - ■ °III )I�i°xll�° LVL' 'll _ ■ _ DESIGNER: II b' TJI Ib'O.C.. II%'TJI 16° O.G. II - .. - NORTHSIDE FLUSH I IIR 3)1 °xll%" LVL - III z)14.°xu�• LVL ASSOCIATES I DESIGN —..———— - A.S COLUMN — ——————————— ° DISTINCi1VE RESIDENTIAL&COMMERCIAL DESIGN -,—f 101 MAIN STREET'VARMOUTHPORT'MA 02675 FLU35HM 35 4 - - (508)362-2210 (508)362-9802 III 2)I y°xII/6' LVLy'xII b' LVL - - NORTHSIDEDESIGN.COM '' III • ----- n hsiEel@co ...t-1114' TJI 16'O 2)1 %N7 Y.' LVL ,FORSTAIR SUPPORTSTRUCTURAL ENGINEER:3)1%'xl1%p° LVL ABOVE _ - - • g TAYLOR 3 1/2'CONIC. FILLED .III ■STL. LALL'i COLUMN __ - - - ___— DESIGN LLC _ ..TYPICAL FLUSH LU 2)I!T'x11%° LVL - .. STAMP: BM II%•TJI Ib•D.C. III PKT. III TS 4'x4'x.25' II 5 4°x4'x 5' COLUMN COLUMN Wx8 P.T. LEDGER J2xbOISTS P.T. DECK /2-5/8° DIA. JOISTS 16°O.0 LAG BOLTS 16' O.C. - - LVL PROJECT: DOUBLE JOISTS UNDER II%' TJI 16' O.C. II 1 - ■ ■ - ALL PARALLEL PARTITIONS � � — � � � � - PROPOSED 4" FROM BEAM - + BELOW w/SOLID ■ I BLOCKING BETWEEN III I FLOOR JOISTS b'x6• P.T. ER 2)2x10 P.T. HEADER II II'.' TJI 16°O.C. D ■ ■, ' /G/"� / I A.6 TYPICAL LVL/GLULAr-1 BOLTING/NAILING A A MULTI I 3/4" BEAMS -- III I TITLE As as 2°PK FIRST FLOOR BM BM II , • PKT. T. � -- ' 1 2 PIECES D-4' 2 ROWS OF 16D NAILS @ 12' D.C. FRAMING PLAN -- ° SCALE:1/8"=V-0" 2' 0 1 2 4 8 PROJECT#: SHEET 3 PIECES D-4° 2 ROWS OF 1/2' DIAM BOLTS® 12' O.C. e - *­2' 14-32 V.1 - - DATE: OF 11/24/14 1 v 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. INTERIOR2.ALL BE 2X4 @ LL 6"D.C.O C.UNLESS OTHERWISE NOTED. _ 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS DN. HEADER jf R LVL DBL. STUD POCKETS TYP. PRIOR TO ORDERING WINDOWS. DN. HE .. _ 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO DBL. STUD 'POST POCKETS TYP CONSTRUCTION:CONTRACTOR - 3)2x12 HEADER ON ��� - ASSUMES RESPONSIBILITY FOR PO5T - \� __ __ _ __ _ _ N __ ANY MISSING OR INCORRECT POST ON. I I DIMENSIONS NOT BROUGHT TO ON. I E I E _ _ THE ATTENTION OF THE I - ILIDESIGNER. 'I I 3)2x12 HEADER A.6 I A.6 3)2x12 HEADER I j O I --- 2x4 16• O.C. GENERAL NOTES -------- C 2xB CEILING TO FILL IN A.6 I A_6 I OF JOISTS 16'O.C. I TRAYSHAPECEILING - 2-2xB COLLAR TIES I O.C. D I- , I 1 I- EACH SIDE I RAFTERS BOXEDD A.6 PST OUT I ON. _ I I 2 ENG.NOTES 1/21/15 I I PL-EXT GAR I e 1 KIT WIN/SR DR 12 9/14 --_-__-I_______o r ■ _———___.____ ———— NO. REVISION DATE POST I / ON. I TS 4°x4°x.25' 7 i STEEL BEAM _ U / N COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES • COLUMN A / I ITS COMMONIAWCOF RIGHT.T/ESES / _ PLANS ARE NOT TO BE REPRODUCED' __ ---- __-- / �� T54'x4'x.25° _ DBL. STUD - CHANGED OR CONED IN ANY FORM OR -- ------ -- / COLUMN POCKETS TYP. a MANNER WHATSOEVER WITHOUT FIRST POSL OBTAINING THE EXPRESS TTEN POST r 1 . WRI --� �UP — -- -- E - - PERMISSION AND CONSENT OF NORTiSIDE —�- ON, {- DESIGNASSOCIATES. BRG WALL _ - PO"T_ � _ I 11%' TJI I6°O.C. .- BUILDER: ' UP/DN. 2)I%'xll%° LVL POST ON. - P - a " ERG WALL — UP/DN.. - - 1134' TJI IW O.C. - ' POST v p - ON. O .. T T5 4'x4'x.25' I I 4x6 HIT(,° TJI 16'O.C. —— POST POST FLUSH - - - !' 2)I%'xll7/o' LVL PON.T _ _— BRG WALL - ------ DESIGNER: DBL. STUD o - _ NORTHSIDE POCKETS TYP.• _ _ _ FLUSH - r IITb' TJI 16,O.C. _ z)11'xN V LVL ————— ———` Ll .. II t 3)IIt°xN%' LVL - DESIGN B ——— — 3)I�'x11 T.(,' LVL —-I I III ° CONTINUOUS HEADER - - A A.5 3)2x12 HEADER I POST T5 4°x4°x.25' POST POSTa_. - s ASSOCIATES Wj UP COLUMN UP - y UP/DN. _ DISTINRNE RESIDENTIAL&COMMERCIAL DESIGN LUSH POST - 141 MAIN STREET'YARMOUTHPORT'MA 02675 O I- W12X26 UP I ----- STEEL BEAM J 2)2x12 HEADER DN. FLUSH III _ - 15081 3 62-2 2 10 (508)362-9902 .D I �� — — ——— —2)I�'xil:{,' LVL — - W12X45 _ 50LID BLOCKING NORTHSIDEDESIGN COM STEEL BEAM BETWEEN FLOOR JOISTS A�a I I UNDER DORMER nortnsmel@coma ,e FLUSH .. np0001 WI X 3 = ® I I 2)I%'x119 _e' LVL STEEL BEAM STRUCTURAL ENGINEER: 14 POST` II b°TJI ib°O.C. POST. I - B- f TAYLOR ----- nN. ., DN. - DN. 2)I;,'xll%' LVL A.5 I IA' TJI 161 O.C. III!�' POST 3)2x12 HEADER - DP DESIGN LLG _ 2)-12 HEADER PO5 .ON. STAMP: EEL TS 4'x4'x.25' W.LL 1134° TJI 16'O.C.COLUMN " -COLUM 2.5 CEILING JOISTS 16"O.CPsUB — — POST 5 — — UP/DN. - - PROJECT: �'-'-'----'-'- PROPOSED 117.6'TJI 16'O.C. POST I I 6'x6° P.T. POST UP/DN. /7 2)2x12 P.T. HEADER 1.1 1 -. BRIG WALL D1 47, - DN. A.6 TS 4'x4'x.25' 3)2x10 HD � TYPICAL LVLIGLU LAI"I BOLTING/NAILING A q TYP. U.N.O. COLUMN MULTI ULTI I 3/4" BEADS A'S UP/D P05T A.S s - TITLE: UP/°", 2° SECOND FLOOR 1 LOOR BRACING - _ FRAMING PLAN FIRST 2 PIECES D-4' 2 ROWS OF 16D NAILS @ 12'O.C. TWO JOIST SPACES PO5T TYPICAL UP/DN. _ -- n SCALE:1/8"=1'0" 2' 0 1 2 4 8 ' - - PrPROJECT#: SHEET 3 PIECES D-4° 2 ROWS OF 1/2' DIAM BOLTS @ 12' O.C. c 14-32 V.2' DATE: OF 11/24/14 - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS 4x6 OTHERWISE NOTED. POST ON. - TO 3.CONTRACTOR SHALL VERIFY 2)2'xl2' RIDG 2)2°x12" RIDG 3)1 �4 x16" LVL ' ROOF BRACING 3)I�°xll�• LVL DBL:STUD • ' 3)I "•fxlb° LVL ALL WINDOW ROUGH OPENINGS 4'O.C. FIRST p T HEADER POCKETS TYP. •of RIDGE RIDGE TWO JOIST SPACES _ R SIDE PRIOR TO ORDERING WINDOWS. r_ --_--_-___-_TYPICAL_________- •— —' '— —' •— \`��� EACHL SIDE WOOD. 4.CONTRACTOR SHALL VERIFY 2 ° ° r _______________________ DBL. STUD POST ON. I 12D \°THE 4 9 4 LVL POCKETS TYP. TO HDR. I POST F\__ ___- ____4 . 3. \e 2)I �'0x Y° . ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 3)2x12 HEADER DN. r_r I POST / ° '-a „°,°, ) 4 ASSUMES RESPONSIBILITY FOR _ _ ' PLYWOOD e�° 2 1 �'"x9 Y" LVL T T , ON. I I 1 \\1 ON. 3)2x10 HDR EACH SIDE °°12° _ ANY MISSING OR INCORRECT DN 1 1 E I I 1 I Inu. TYP. U.N. E DIMENSIONS NOT BROUGHT TO 1 1 I 2)1 %'.N Y' LVL 2)1 31Vfxll Y' LVL THE ATTENTION OF THE III .IIII I A.6 1 A.6 DESIGNER. II I I I 3)2xl2 HEADER I' j j - 2.10 16' O.C. I C I II II I Ci I 1 •° 96' DIA.THRU-BOLT5 - °, GENERAL NOTES I I' II 2x10 I6'O.C. I•—I)2'xl2° RIDGE LI I °� TYPICAL A.6 2)1 �;°x�Y4 LVL 2)1 31 V LVL °I III I I D °3. °a I I 3)2xl2 HEADER PO' I 1 DBL. STUD I I A.6 POCKETS TYP. II 2.10 16'O.L. II I DN' 1 Ij II +- e _____J • ova].e°. " I-111 1 I I �`'T 1 I��II 2)1%"xll%' LVL "e^1^ 2)I °zll/e LVL 11 2x10 16'O.C. I 1 - 2.10 T. 16'O.C. I I ON. .e°O.OOrT N POST BALLOON FRAME 4x10 T. BEAM L-y, I r -------- ----t- - - --- \ DOW - 3)I� II/e LV pl p 2)I �'�xil %' LVL 1 I I. pN, WALLS 21'ABOVEJ/,IxB I O.C. CONTINUOUS HEADER2 ENG.NOTES 1/21115 RIDGE I FLOOR 2x10 .T. LEDGERr / L---1--- PL-EXT GAc_ _ — s ❑ __ __ _ _____ ___________ ___ ________ IT 2/9/14 F T TRUSS"A"PROFILE , KI R , _ — - -- I I_---.--_-___ I \ NO. REVISION DATE POST III ,)2x12 VALLEY i _ _ __ � / / I I I I � . DN. -- -- - �` lj i I\\ ./ III IIII II 11. I I \\ //. COPYRIGHT 3)2x12 HEADER I I - 1 ITS COMMON LAW C PYRIGUPRESSLYTHESES _ _ _ 1 7l �I ITS COARE NTT COPYRIGHT.THESES DBL. STUD / � III II111 �/' 11 I I` / 1 - PLANS ARE NOT TO BE REPRODUCED STEEL BM. II POCKETS TYP. O I - - -- - -- '- - -- -- - II I r` I / �I CHANGED ORCOPIEDINANYFORMOR BELOW MANNER W WITSOEVER WTHOUT FIRST tV _ _ __ _ __ __ _ __ __ _ I1 2x10 I6'O.C. 11 I 1/ I - I DN. 1 _ _ _ _ _ kTT . 'I _ _ _ _ _ _ _ _ ___ _ -� --___ r __ _ _ _ _ _ _ _ _ I.r_ --_ ____�_�r_y_ __l I PPEERMIS50 AN OECD SENTOFNORTISIDE II / -- - ——— - - - - - - -- - - -- I 200 IW O.C. DESIGN ASSOCIATES. I PO'•T II I I I)2'x 12' RIDGE 111� - • I I II , \ TO HDR. x6 IAV - BUILDER: r LAY-ON ROOF 2x10 16'O.0 h' ./2x8 ib"O.C. _ --------- _ _____1_ I I____ - � 2x8 NAILER 3)1 11 Y� L r 1 I I I J = -- -� I AL POST vDN. o m 2x8 NAILER POST L v T 2.10 16'O.G. L xl0 DN. H 1 - L-I \ 12)l�'x11�" LVL - i -- - VALLEY _. so, I� o ImI v 2- _ _- _ _ _ _ _L 1 III DN. 1 1 1 ON. DBL, STUD LAY-ON ROOF - w/2x5 16'O.C. o P05T 200116°O.C. IIIII - DESIGNER: POCKETS TYP. -- -2 p- POST pN - �, .�{ NORTHSIDE POST DN. - - - - -' - TO HDR. DN• \\- )I LVL II 1 TO HDR. �,� -- -- - - - - -- - - — RIDGE - II 1 3)1%'xll'4° LVL DESIGN­ TO B 1 — 1\ III 3)V�'�x9 YII LVL II CONTINUOUS HEADER - A.5 -- - ASSOCIATES 3)2xl2 HEADER I JII -- _ _-- ---- _- --- 1 - DISTNCTNE RESIDENTIAL&COMMERCIALDESIGN I 3)1 S xll LV — — I— — — — IIIII 1 y 1)2'x12' RIDGE FLUSH HDR RIME LV u I PO''T � - — - -- - Ili RIDGE —1—_— 1 i 141 MAIN STREET•YARMOUTMPORT'MA 026]5 1 1 a DN. > J U V I I NORTHSIDEDESIGN.COM Y (508)362-2210 (508)362-9802 . I 0 O 3)Zxl2 POST O O LAY-ON ROOF 1 _ noRhside1@com ,Lnet 9 FLUSH HDR DN. :o F-- ]I w/2x6 16"O.C. I HI POST - S = _= I I � 2x6 NAILER I. 1 B STRUCTURAL ENGINEER: _ DN. i - P05T __ _ tZ` �2x 10 16'I O.C�.'ur 2x10 16'O.G. I. A.5 TAYLOR - ! DN. LAY-ON ROOF _ -- - H DESIGN LLC 2.10 Ib°O.C. ./2x8 16'O.G. I I)18(j'xll�' LVL TRU55 A 1 IIII 1 _ _-- - -- / ���\\ �` r I VALLEY 1 STAMP: - RIME I 9�xl4° LVL 2x8 NAILER 1 -- - - - -- _ —I----JI —_—_____— oo I - - J7-----lrL . OO• I I I I I 16 ; ' LAY-ON ROOF �p I w/2x8 16"O.G. o I PD T 2)2' 12' RIDG 2x10116° O.C. IIIII I 1 N. I I II 2x8 NAILER 2x101 16'O.C. 200 16"O.C. 2.10 Ib'O.C. — _ J I 1 HEIADERI LVL _-___ I i PROJECT: 11 __ ___ RIDGE STRAPS p0r. I 1 ��J�",,��/� W/y/ TYPICAL N 7,'x6' P.T. POST I I I I 11 I_ _ 3)2x10 HDR 2)2z12 P.T. HEADER I �___ I I _ __J °P0T - -. - TYP. U.N.O. 3)1 !Y.x9 X. LVL 3)1 9Vfx9 Yf LVL q 6 1•L--— — — — POST —• �— POST � — _ �•J, DN. ��, wk � A q ROOF BRACING pN, POST oN. ON. TYPICAL LVL/GLULAI"I BOLTING/NAILING A.5 4'O.C. FIRST TO HDR. ON. I — _ —_ —= ——— POST A.5 TWO J015T SPACES MULTI I 3/4" BEAMS — =7 DN. TYPICAL - 2° TITLE: --RAME ROOF FRAMING WALLS FABOVE 1 1 m __� T—WALL�IFABOVE - PLAN FLOOR L — —. .—1 —• .—U — — .— — •— J FLOOR - 2 PIECES D-4' 2 ROWS OF 160 NAIL5 0 12' O.C. PO 1 1 POST SCALE:1/8"=1'-0" -------------- ON. I I L______________� 2' 0 1 2 4 8 PROJECT#: _ SHEET 3 PIECES D-4" 2 ROWS OF 1/2' DIAM BOLTS 0 12. O.C. 14-32 S.3 y DATE: OF 11/24/14 13 I 1 N TOP FOUND. EL. 19.2' SEPTIC 5Y5TEM PROFILE VIEW N .T.S. r SYSTEM DF51GN DATA: LP. WITH SCREW TYPE CAP To WITHIN THREE BEDROOMS = 3 x 110 GPD 330 GPD REQ. FLOW FINI5HED GRADE EL. 18.0' 3"OF FINISHED GRADE(ONE PER TRENCH) 0� USE ONE CHAMBER TRENCH, 12.83'Wx 33.5'Lx 2' EFF. DEPTH 6"�////�/� / , / 7 //�a "/ FIN15HEDGRADEEL. I8.a± 51DE WALL: [33.5+33.5+ 1 2.83+ 12.83] x 2.0 = 185 5F I / ,, f 6 , , //�r �����1; �� FIN15HEDGRADEEL. I8A't BOTTOM: 12.83 x 33.5 = 429 5F 1 'Ijt ! 11 l �i,+ G14 x 0.74 = 454 GPD TOTAL FLOW PROVIDED �ll10i,���1� ,f,ll �� �,ll = ��� �l � �:l�,,l��l������ ��� 6„///� INVERT L. RI5ER 15.62' 2 RISER 2 0 ______ FILTER FABRI 454-330 = 124 GPD IN RESERVE C NO GARBAGE DISPOSAL ALLOWED +15.7 ONE RISER PER TRENCH Pv� IDIQ. DIQ. EL I6.4'+ SEPv\" 8.5' �" EL. 15.0' 0 0 0 o p o r T =M 0 0 o p o 0 0 0 0 o o o p o o t� a °' ° INVERT EL. INVERT EL. ° ° 4 0 0 0 0 0 0 .om. ° . LF °-r14.67' 14.47' ° ° 12.17 INVERT EL. i INVERT EL. Sum 14,17 48 48' LOCUS MAP j 1 5 22' 3/4 - 1 1/2 DOUBLE WASHED 57ONE ALL ARC)UND t 14.97' 11, 7 33,5" 48" LIQUID LEVEL DI5TRIBUTION BOX USE GA5 PROPOSED CHAMBER TRENCH 3" BAFFLE (H2 LOADING) NUMBER OF TRENCHES = ONE NUMBER OF PRECAST UNITS PER TRENCH = THREE REMOVE ALL UNSUITABLE MATERIAL FIVE FEET AROUND THE S.A.S. DOWN TO THE C I HORIZON BOTTOM OF TEST PIT EL. 5.7 ( / ASSESSORS DATA: a AND REPLACE WITH CLEAN COURSE SAND PER I 10'-6" 310 CMR 15.255 -A5 REQUIRED. NO GROUND WATER OR REDOXAMORPHIC / / MAP 115 PARCEL 016; FEATURES ENCOUNTERED PROPOSED 1500 GALLON TANK � /�� // ,/ wry/ �11 REFERENCE CERT: 174353 (DESIGN CAPACITY-330 GPD @ 200%- USE MIN. ALLOWED-1500 GALLON) PRECAST DISTRIBUTION BOX NOTE5: / REFERENCE PLAN: / L.C. 2664 72 ( / _.- MINIMUM WALL TH CKNES5 2 � /� �...-• - / / / ZONING DISTRICT: RF-I MINIMUM INSIDE DIM. = 1 2" '' / � / \\ , +5.1 i MIN. LOT AREA 87,120 S.F. OUTLET INVERTS 5HALL BE EQUAL TO EACH OTHER AND AT GP 2"MINIMUM BELOW INLET INVERT. /���� ��� y/ / / , I I FRONTAGE 20'MIN. ij / -- I I WIDTH 1 25'MIN. . SEPTIC TANK NOTES: THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL r;O�F �' / \ 12 V I BUILDING 5ETBACK5: TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND 5HALL EXTEND A ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE MINIMUM OF 6"ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE \�6 ` Zaa� ... I `` S. ✓I FRONT-30' THE CENTERLINE OF THE 5EPTIC TANK LOCATED DIRECTLY UNDER THE INVERT AFTER ALL LINES HAVE BEEN 5EALED IN PLACE. \ i /1 0 36 10" Ap SIDE 4 REAR- 1 5' CLEAN-OUT MANHOLE. / N69 00 F INVERT ADJUSTMENTS 5HALL BE MADE BY FILLING WITH ti� '� \67 ' \6 `' N OVERLAY DISTRICT: THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR RECONSTRUCTING THE LINES \ / RPOD,AP MA ESTUARY PROTECTION THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, \ / / / 18 w STABLE BA5E THAT HA5 BEEN MECHANICALLY COMPACTED AND ON WHICH UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. \ ,� �\ F LOCUS 15 NOT LOCATED IN A STATE ZONE !I 6"OF CRUSHED STONE HAS BEEN PLACED TO EN5URE STABILITY AND TO PREVENT 5ETTLING• THE DISTRIBUTION BOX 5HALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE STABLE BAS THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12", WITH TWO BASE THAT HA5 BEEN MECHANICALLY COMPACTED AND ON WHICH .118 w / / G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND / / \ Z FEMA DATA: ZONE"X"4"X"(2%ANNUAL CHANCE) 20"MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS TO PREVENT SETTLING. / / / / +7.5 OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. / / / / / / r 12 �-- MAP 25001 C0757J THE TANK OUTLET TEE 5HALL BE EQUIPPED WITH A GAS BAFFLE. MAP DATE: JULY 16, 2014 +13.3 LOT COVERAGE: EXISTING COVER BY 5TRUCTURE5 = 0% \10 I I PROP05ED COVER BY 5TRUCTURE5 = 10.3%/ N Oo EXISTING COVER BY PAVE = 0% PROPOSED LOT COVER BY PAVE = 8.0% LOT 6� / s a -12- - - 35,309± 5.F. ap- I GENERAL NOTES: I I / ` \ / +13.5 / +11.1 I /� +1 2 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP ` cv / \ PLAN LEGEND TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE bI5POSAL OF SEWAGE. I 2. ACCESS POKT5 OVER TANK TEES SHALL BE ACCE551BLE WITHIN 6" SOILS TEST PIT i FINISHED GRADE El. I8.0't � 1 \ ,`- �' � ` A \ EXISTING UTILITY POLE OF FINISHED GRADE. fIIIII iI��I I III �,�1�l /1 �I,�I�IIIIII,�IIiI, vO 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF \ WITHSTANDING H-10 LOADING UNLE55 THEY ARE UNDER OR WITHIN 10' '~- \ �� \ +26.4 EXISTING SPOT GRADE OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN _ ° ° ,° --+- ,� -12 ` _ I O' OF DRIVES OR PARKING. 34" °. o 0 0 0 24" \ EXISTING CONTOUR 14/ \ i 4. THE EXCAVATOR/CONTKACTOK SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION \\ \ a'J ~ \AG . - -- - \ ..-- I8 PROPOSED CONTOUR OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR �- 48" 48" � ✓ g 6 8 \ \ g / POSE ,\9 \ i'N�` r --W-- PROPOSED WATER SERVICE ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. 5 vo \ PROPOSED LEACH TRENCH-END VIEW 2 r ? 7p I-T -- "� - -~ ! --- 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. 4 DIA. UNLE55 OTHERWISE NOTED) ------OHW- OVERHEAD WIR1E5 NUMBER OF TRENCHES = ONE �, / � �� � . A- :--•� +16.9 G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE NUMBER OF PRECAST UNIT5 PER TRENCH = THREE I MORTARED IN PLACE. INSTALL THREE 500 GALLON PRECAST UNITS 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. WITH FOUR FEET OF DOUBLE WASHED STONE Z \ 2 EXISTING CATCH BASiIN AT SIDES 4 AT EACH END cp p �\ 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS: N N PROPOSED +16.7 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR k' o 1500 GAL. w 15.4 COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. N s �, SEPTIC TANK / 1 10. ANY AT-GRADE COVERS SHALL'BE SECURED TO UNAUTHORIZED ACCE55 PER TITLE V REQUIREMENTS. ,__ / 0 0 .0 -�4 P OPOSED R 0 20 40 �l- O DIST. BOX Feat 5'OVERDIG-"-r/ 0 6' PROPOSED S.A. i� SOIL DATA: \ 0 CHAMBER TREN H �� � --' --X, 0 / / -' 8 TE5T DATE: AUGUST 8 2016 v - ITE I P 3 � � S � SEPT C LAN SOIL EVALUATOR: CHARLES,ROWLAND, P.E. r 501L EVALUATOR NO. 13586 WITNESSED BY: DAVID 5TANTON, R.S.TOWN OF BARNSTABLE / r' +18.6 +18.6` ,-5 P•5 l ` .� 1 -�6 " �- -moo ''`i82 1 PREPARED FOR ;0po►o PAP �.- +17.$ , ` #40 HATHAWAY ROAD a _ TEST HOLE - I TEST HOLE- 2 TE5T HOLE- 3 TE5T HOLE 4 / I N��o k8 30�--/- - - ��� �� �82�--'- �F OSTERVILLE, MASSACHUSETTS o q 0" EL. 16.6' 0" EL. 16.T 0" EL. 17.8' 0" EL 17.2' +19.2 ` \ i'- �,�� d'd, �- //, DAVID 9�' DATE: MAY 19, 2017 LAYS IOYR I S AE LAYER I OYR 3/I AE LAYER I OYR 3/I AE LAYER I OYR 3/I AE R 3/ / 8,... �. VERY DARK GRAY VERY DARK GRAY VERY DARK GRAY VERY DARK GRAY /- / �\\G r� o - ',-'- -xi'<\ A \0�-P� ,,,- v 1VIASON i SCALE: 1` = 20' 5ANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM FN ' G" EL. 16.1' 6" EL. 16.2' 6" EL. 17.3' 6" EL. I C.7' +19.7 --/- 9� O �83 �No.106a Bw LAYER I OYR 6/8 Bw LAYER I OYR 6/8 Bw LAYER I OYR 6/8 Bw LAYER I OYK 6/8 QJ�` r�J !8 ' S - BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW BROWNISH YELLOW ` A� 0 8 ` / PLAN REVISION: LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND ' " P , 28 EL. 14.3 36 EL. 14.8 34 EL. 14.4 26 EL 14.4 V" C I LAYER I OYR G/4 C I LAYER I OYR G/4 6 ` LIGHT YELLOWISH LIGHT YELLOWISH X�8 P +\1$.2 C I LAYER I OYR G/4 BROWN C I LAYER I OYK G/4 BROWN 8 ►aa ��, LIGHT YELLOWISH MEDIUM SAND LIGHT YELLOWISH MEDIUM SAND GROWN BROWN BM: TOP CB ►► MEDIUM SAND PERC TEST @ 28" MEDIUM 5AND PERC TEST @ 36" EL. 19.6' ,8S �E Sq ► �w�0r Mqg �t 25 GAL. GONE IN 10 MIN, 25 GAL. GONE IN 10 MIN. DATUM: NAVD88 i � Q��'\y RFO �y PERC RATE <2MIN/IN PERC RATE <2MIN/IN -- , STEPHEN d ► 09/27/2017 ADD ONE 500 GAL. S.:A.S. CHAMBER (LTAR) = 0.74 (LTAR) = 0.74CD O -a DOYLE C/)` 132" EL. 5.G' 132" EL. 5.7' 132" EL. 6.8' 132" EL. 5.7 6 A A NO.'87559 a STEPHEN DOYLE AND ASSOCIATES NO GROUND WATER ENCOUNTIERED NO GROUND WATER ENCOUNTERED NO GROUND WATER ENCOUNTERED NO GROUND WATER ENCOUNTERED �aa pF SRO G� > U�v�a � 42 CANTERBURY LANE EAST FALMOUTH, MA55ACHU5E175 02536 L7 TELEPHONE: 508 540-2534 5JD5URVEY@AOL.COM j