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HomeMy WebLinkAbout0074 PARKER ROAD - Health f7,4ParkerRoad�� �� . . � v � <� ¢ Ostervilleil� z XCA TOWN OF BARNSTABLE 3 q LOCATION ��- �- Q SEWAGE#Zo 0 VILLAGE ASSESSOR'S MAP&FARCE INSTALLER'S NAME&PHONE NO. 7 -0 1`J 7 . SEPTIC TANK CAPACITY /j 00 &20 LEACHING FACILITY:(type)2 X Sa°O /42o (size) /,3k2�5- Z NO.OF BEDROOMS OWNER L Vl PERMIT DATE: C COMPLIANCE DATE: I Separation Distance Between the: /) Maximum,Adjusted Groundwater Table to the Bottom of Leaching Facility /'C Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) d BA/A4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) i Feet FURNISHED BY e_ 1 � 0 zoo o� 04 �N"L ,,. No. Fee VYes THE COMMONWEALTH OF MASSACHUSETTS En dmcomputer: q05PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSET ftpliLation for Disposal Opstem Construction Permit Application for a Permit to Construct(X Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.7000ka;X 'D, O5;S,WX-k Owner's Name,Address,and Tel.No. c,4k,P -.Cj>i4Af ep S' i3-737-1S7o Assessor's Map/Parcel 117 Zd7 . A Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �xei¢v,4Ti,� 4wc 5r8-4�7-a�'z'7 S'b$-5zim-�S3y _ _ Type of Building: � Dwelling No.of Bedrooms 3 Lot Size /T V;( sq.ft. Garbage Grinder(.4b) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _T3d i9PC> gpd Design flow provided gpd Plan Date o Number of sheets ` Revision Date T Title yQ D Size of Septic Tank !, -1A 441:e:C_ Type of S.A.S.— ei�/*?6h� !Awc-,1' Description of Soil Ear- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 1 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E 'ronment ode and of to lace the system in operation until a Certificate of Compliance has been issued b is Board th. ` n Date Application Approved by Da�e Application Disapproved b Date'' for the following reasons Permit No. r Date Issued No: - Fee V Ph .. .f eTHE COMMONWEALTH OF.MASSACHUSETTS En dmcomputer:��` w" Yes V ,PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS ol application'for Bisposal 6 tem (Construction Permit Application for a Permit to Construct Repair Upgrade( Abandon pp (� p _ ( ) pg ( ) ( ) ❑Complete System ❑Individual Components Location Address or Lot No. ?,jJ?kb;� �. (`J�WJil Le Owner's Name,�Address,}and Tel No. 7y sue-7T.7-/s7o Assessor's Map/Parcel / ,97 � u L Installer's Name,Address,and Tel.No. .�-U c;.L1�7_U �7 Designer's Name,Address,and Tel.No. s'os Qv,�J`t5 FYC14v,9TiA'4 a;W 57—C11 orw 0v/cc-4 ,4 she. y - Type of Building: f DwellingN .0 of Bedrooms Lot Size / s .ft. Garbage Grinder -3 �5L q g ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3730 42ri5 gpd Design flow provided PD / _ gpd x, Plan Date Number of sheets Revision Date �_ ��y//6 Title .4 k'FW Pc D Size of Septic Tank /5-610 4.tL Type of S.A.S. G'/f/! %� E`/✓G/F Description of Soil e.'bt:- Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: -Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E;w*ronment01&de alnd of to lace the system in operation until a Certificate of Compliance has been issued b s Board th b e Date / Application Approved by 0 Date Application Disapproved b Date for the following-reasons . � 1 Permit No.. Date Issued --------------------- -------------------------------- ------------------------------' HE COMMONWEALTH OF MASSACHUSETTS ` BARNSTABLEMASSACHUSETTS Certificate of Compliance ' THIS IS TO C RTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded(4,,i) ( ) Y �X ead�f ti Abandoned b o'�SI at /',/�i9iF/CEIe� �4�� &?57e- e�EL has been cons cted' ac - with the provisions of Title 5 and the for Disposal System Construction Permit No. d ed q l IL Installer Designer 1I #bedrooms Approved design flow gpd .01 f The issuance of this ermi shall not be construed as a guarantee that the system will c' n a� lesigned. Date Inspector s , ------------------------`-------------------------------------- �No. f/ t, Fee THE COMMONWEALTH OF MASSACHUSETTS N} PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposai *pstem Construction Permit Permission is hereby granted to Construct(� Repair( ) Upgrade( ) Abandon( ) System located at `��� , tf� � and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with 6 Title 5 and the following local provisions or special conditions. Provided:Cos ctio m st be completed within three years of the date of this permit. / Date Approved by / r i Town of Barnstable Regulatory Services ' Richard V. Scali, Interim.Director BMMSTABr.E Public Health Division i Thomas McKean,Director .200 Main Street,Hyannis 'MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel t 1'�- "t L` Designer: STEI'HEN DOYLE AND A580CF' r: 42 CANTER15URY LANE Address: EAST FALMOU114 MASSACHUSM5 Address: TELEPHONE:.'508 540.2534 VOWWWW-GOM On. was issued a permitto instal l a (date) (Installer) septic system atIZ (addre-"�-ssl C> ased on a design drawn by � ted (designeer) 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 i L certify that the-system referenced above was constructed in compliance with the terms l of IAA a val letters(if livable) ��• 4•, �► pLTN 0r 21 S OF : E,ISTFq�S9� ss�' STEPHEN� (Installer's Signature) 4� DAVID �� o J, m g, C. 4 C411 DOY(.E g IVIA$OIU m NO.37559 v 9 No.1066 FSSQ (lYesigner'sigignatdre) er' Stamp,Here) ►�;�S��RVEY����� PLEASE RETURN TO BARNSTABLE PUBLIC HE ISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ' Q:\SepticTesignerCertifcation Form Rev 8-14-13.doe Town of Barnstable P# gyp' Department of Regulatory Services s ��M.i Public Health Division bate 20l)Main Street,Hyannis MA 02601 fE►MA'l Date Scheduled © line Fee Pd." Soil ►quit ility Assessment for Sew � ' p s ► l Performed By: �_ -T- 7;)6�t_C!-C� Witnessed By: (! LOCATION& GENERAL INFORMATION Location Address Owner's Name' 0 IC 1/ Address 7&Y 8+44.oF4 OCj Assessor's Map/Parcel: / '� Engineer's Name NEW CONSTRUCTION REPAIR Telephone# —s- Land Use S��i—�,r L Slopes(96} L 5'4' Surface Stones Distances from: Open Water Body�1,1 2 ft- possible Wet Area__., Drinking Water Well _�!A�ft Drainage Way ay ft Property Line 1e` ft Other ft SI E TCH:(Sheet name,dimensions of lot,exact locations of test,holes&pere tests,locate wetlands fn proximity to holes) L r 0: - Z 70 q�IU E E �t S,t(I !v -gyp Zja I I. fZ'14 n . twq Parent material.(geologic) Dep th pth to Bedrock Depth to Oroundwater. Standing Water in Hole: //A Weeping from Pit Pace_ ' 7 Estimated Seasonal High Groundwatet DETERMINATION FOt SEASONALMGH'WATER T, BLE Method Used: Q_ 1.jadt2,r4 �C k .,,--tr i,�1=,f Depth Observed standing in obs.hole: In. Depth to soil mottlesi In. Depth to weeping from aide of obs.hole: in, Otoundwater Adjuatment fr. Index Well# Reading Date: Index Well levol ,, Adj,}actor Adj.Groundwater'Ltaval PERCOLATION TEST ' Data s ;z.' ume Observation Hole# - _ _ _ 2 _ Time at 9" Depth of Pero Time at 6" Start Pre-soak Time @ la ' Time(9"•G" End Pre-soak La / =' ttr.►Aet36.[..r 'r0 Rate Min./Inch 4 Z.. Site Sul lability Assessment: Site Passed ✓ SitO Failed: Additional Testing Needed(Y/N) ')Original: Public Health Division Observaaion Hole Data To Be Completed on Back----------- d ***If e p rcolahon testis to be conducted within 100 of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIaPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole 1#_ Depth from Soil Horizon Soil Texture Sdil Color Soil • Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,.Stonea;Boulders. onslstencz%uraven 51- (nor 9rei tip to —-I to 'S�w �5.' l'o`f,eG %� It • o �.,ci Sig.-� :.s�j -L— � Z G �i-L is -Z ll i�o TL�yv,t, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Iher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. L..o>V , s t se. Lj ►. ]DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistencv.%Graven Lom gct✓, w i°— 3i• l—�i la � G �,,; Gam+-►�t.h•\-t. SIVf`�i+LT Z.f•{4!Z'""'� L. •Go*01"af-. \ i � li { e C.r WhRF6t'z^ i t b 14 C 2 i '--e'c v4 z .5 7 l( VIA iz-rtie ]DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consiste (D -154(/ �JW �—S (° 1L t° L'l 3!0 —1 ZD G 1 �o, �. 3 Z S` GoSF�T 7 l Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes _ Within 100 year flood boundary No.-,),/— Yee ._ Depth of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? S If not, what is the depth of naturally occurring pe ious material? Certification / I certify that on _•3Vq s. (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,exper'se and experience described in�10 CUR 15.017: Signature Q:\S.EPTlC\PERCF0RM.D0C D C B q q,g - A.5 A.5 A.5 1.ALL EXTERIOR WALLS SHALL 76'-0" - BE 2X6 @ 16"O.C.UNLESS - • OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL 5'-0' 4'-4" 36' DIAM. CORRUGATED BE 2X4 @ 16"O.C.UNLESS GALVANIZED STEEL OTHERWISE NOTED. - AREAWAY w/GRAVEL / — — ——— —— — \ BED, TYPICAL 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS �VEIREIFXGRAp — 2BI7 2817 /IO° THICK x 9'-10PRIOR TO ORDERING WINDOWS. HGT`. r - I \ I CONCRETE WALL Y ' 4.CONTRACTOR SHALL VERIFY CONTINUOUS I 0" G ALL DIMENSIONS PRIOR TO F CONCRETE FO I r III A:S CONCRETE FILLED - - CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR I o T STEEL LALLY COLUMN ON" I I F ANY MISSING OR INCORRECT c 'x12'D CONCRETE I DIMENSIONS NOT BROUGHT TO A11 F ING, TYP. I i A.8 THE ATTENTION OF THE a DROP WALL FOR I I - 9' DESIGNER. _0" I _ - BILco°c' s1zE LVL GENERAL NOTES F BULKHEAD 2-I °xll ?♦t° A.8 HEADER FLUSH I I=-————1 — -o c__—_ P IDE #5 REBAR5 P I T T — I O.C. VERT IN MAIN I I L_—J B'-IO' 8'-II° 8'-II° BACKFILL W/CLEAN I ——————COMPACTED FILL— IN DA FROST WALLS . TIE 3-1 9fxll T.b° LVL - C N TIONWALLS. TYP. I I FLUSH I 2-2x10 P.T. CO 5 NOT N WHERE POUR I` v I . NOT CONTINUOUS. I I -------- HDR. —_—_—G A.S I _ _ STEP _ j I 1 LEDGED OUNDATION f———— — —— ————— — 10' THIG x 9'-10' I �. �. �. �•I - I10° THICK x5'-2° \ I I CONCRE WALL ON I II I ( WALL ON I CONTINU $20"x10' I ENG NOTES 7/28/15 CONCRETE 12Q SP DOOR OPENINGS jCONTINU 20°x10' LEDGE FOOTING I PROVIDE 10' DIAM. SON UBE II LEDGE H I FLOOR I W/BIGFOOT FOOTING (B B) IIx, WDR. P.T. NO. REVISION DATE CONCRETE FOOTING I I 3 IITb' O FLOOR I FOR DECK SUPPORT HDR. (VERIFY AN MAINTAIN I JOISTS EPTH I , I 14' FOOTING,COVERAGE I I 10' THICK x 9'-10' COPYRIGHT I I N� BELOW GRDE I 1 CONCRETE WALL ON NORTHSIDE HEREBY E%PRESSLY RESERVES GARAGE SLAB I CONTINUOUS 20°xl0'- APR N I I I CONCRETE FOOTING IITS COMMON LA TO W COPYRIGHT.THESES PITS PEER F RDS R PLANS ARE NOTCORED REPRODUCED M O I I V-O' 12'-0' -0' II MANNGEDOR COPEDINANYFORM OR I 3-1 41'-1 .6° LVL I MANNERNANTSOEVERS WRITTEN FIRST 2AB Cx61BEARING LL ON - ) PERMISOBTAINING ON AND CONSENT OFNO FLUSH I PERMISSION AND CONSENT OF NORTHSIDE I 1 MIL VA RLRETARDER 24"Ixl2°D CON INUOUS I I F DESIGN ASSOGA ES. STRIP FOOTING I I r——1 .I I A 8 2.10 P.T. LEDGER II w/3F#5 CONTIN U5 BARS. I F ________ w/2)V DIA. in L—— —————J— J—— BOLTS 16' O.C. II BUILDER: _J I r----I ----- — ==_=----�— == A.8 ° I I II F ---- - -----------0 ---- I L (III J I I r —————— r I �? A.e L-- — -- —i . I (III �/� LL-- — 11 � I� F 1\ I L — -- ————— (III gF DN. TO FOOTINGC,95> D 6A�B25'E PLATE t I I T (III 5/8°ANCHOR LT5 6 56" O.C. (III 2-9'� DIA.ANCHOR MIN. 7' EMBE ENT �o I I I I I BOLTS TYP. I I (III w/3°x3°xl/4' P TE WASHER I I o DESIGNER: 2 I I 12P PROP DOOR OP WALL I I I 12'-9' I I B'-4° q'-5° (III i6 3' I I _ NORTHSIDE I I L——J BASEMEN P.T. P05T DESIGN b I I (III ON. FOR LANDING c I 4' CONC. SLAB ON 10 I I TO 24°x24° r 1 I o III( MIL VAPOR RETARDER r r-1 FOOTING I I aIV IT RETE FILLED n I I ASSOCIATES T STEELLY COLUMN ON 2-1 �'x11 ,5° LVL 36°x3 'D CONCRETE II DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN FLUSH — I I I I IT5 4°x4°x.25'COLUMN TS 4'x4°x.25'COLUMN I (III DIA. 3-I 'y'"xil T,{1' LVL 'I I I I J FTYP. IxI508)62-221STREET'YARMOLRHPORT'MA026T5 5TD. BASE PLATE I �IIFr I 46' STD. BASE PLATE t I ——'1 DROPPED Isos) -zvD Isos)a -9eoz BOLTS TYP�CHOR BOLTS TYP.NCHOR I I IIrIIIOIO ORTHSIDEDESIGN.COM62APR I ________________ ___ _____________________� I I I _ I 2 1 �'�xll ,S' LV L J L III orthT n P.T. ON. in q it I I' EARLY ENTRY L (III J STEEL CONCRETE FILLED - I I DROPPED ` III TO F I IN STEEL LALLY COLUMN ON FOR DING A 7 i I CONTRACTION JOINTS I (III 36'x36°x12'D CONCRETE n o rI 1 I - STRUCTURAL ENGINEER: J TYPICAL GARAGE SLAB I I I r IIf— 3-I �;°x 1 %m LVL I FOOTING, TYP. '. (III I I P.T. POST I I DROPP� I TAYLOR `;y I PITCH /B' PER FOOT I I C (III HANG LVL BMS r O{J FOR LAND NG LI - LEDGED NDATION n II c ` I TOW RDS DOORS rT 24°x24' I I DESIGN LLC PROP TOP OF WALL 4"CONC. $LAB ON 10 I I -(III F TIC r L J 10' THICK x 9'-10' 12 AT DOOR OPENINGS FROM TS COL —— II CONCRET WALL ON MIL VAPOR RETARDER - P IDE#5 REBARS® I I (III I T$4°x4°x.25'COLUMN CONTINU $20'x10' - STAMP: I O.C. VERT IN MAIN I ON 36°x36"xl2° DP. L J III CEM HI IGHT FOOTING I I FN N FRI V WALLLSTOT IE I I I I CONCRETE FOOTING ~�IF _I �x xll 3b° V —II III m JOISTS PTN 1 I �10' THICK x *V-2' CONNECTION WHERE POUR L (III_J 46° STD. BASE PLATE t T 1 LUSH II - III b°O FLOORI 2-% DIA. ANCHORONCRETE WALL ON IS NOT CONTINUOUS. I °CONTINUOUS 20'x10' -------------------- I (III BOLTS TYP. I QFL 44 T,5° LVLCONCRETE FOOTING Ir n FLUSH VERIFY AND MAINTAIN I I I III LEDGED FOUNDATION II \ 4' FOOTING COVERAGE I III 10" THICK x 9'-10° - I BELOW GRADE RAMP UP I I I n M (III CONCRETE WALL I I I I r II rB ICONTINUOUS 20°xl0° L J I o � .------- — ------J--- L----- — (III CONCRETE FOOTING ^r O O Dzt — — CONCRETE WAL��ON _ &Rf PR LEDGE HEIGHT i�l I I I I • ��------ 4' ---------- ----I '-O" --- "1 tllbOR FLOOR IBM I J CONTINUOUS20"xl0° - �T� Mc " I EHT JOISTS DEPTH 's o2x P.T. LEDGER CONCRETE FOOTINGRES NCE PKT. J ) DIABASEMENT NOTES: '-o' n L———————— ———— — —Lw LTS 16° o.c. I. MAIN FOUNDATION WALLS TO BE 10' POURED CONC. W/2®#5 BARS TOP F Ih - 74 PARKER ROAD t BOTTOM FORM FOUNDATION ON 10°X20° STRIP FOOTING. A•8 /1 \ J OSTERVILLE,MA. PROVIDE 30#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ p`•8 ` ——— ®1 F III III KEYWAY. PROVIDE 45 VERT. DOWELS 0 24'O.G. HORIZ. EXTENDED �7�EP C THICK x ALL 26 0" I -0° o STEP CONCRETE WALL ON 0' - �+ TITLE: 3'-6' MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"ANCHOR � ---______ __ � I BOLTS 0 36' O.C. MAX. MIN 7° EMBEDMENT w/3"x3"01 4' PLATE WASHER R1 �II-. CONTINUOUS °xI0' FOUNDATION /� CONCRETE FOOTING / /� / 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 I/2° CONCRETE FILLED LALLY __ _ _ _________ _ �_________ JII ___ COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6°x6°x5/B"CAP PLATE a STEP PLAN t 7'x12'x3/4' BASE PLATE W/2 03/4' DIA. BOLTS. WELD ALL CONNECTIONS 2-2x 10 P.T. L........ _--------- 2-2x10 P.T. FOOTINGS TO BE 36'x36'02' SQUARE CONCRETE W/3#5 BARS EACH WAY. HDR. HDR. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 7'-0' 6'-I' II'-5' II'-5° b'-I" -6° SCALE:1/8"=V-0" 4. CONCRETE SLAB TO BE 4° POURED CONC.ON COMPACTED FILL. PROVIDE 10' DIAM. SONOTUBE PROVIDE JOINTS ALONG WALLS AND BEAM COLUMN LINES. b°xb° P.T. W/BIGFOOT FOOTING (5F28) 0 1 2 4 8 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS POST TYP. FOR COLUMN SUPPORT ABOVE - REQUIRED BY CODE (WINDOWS OR MECHANICAL) - PROJECT#: SHEET b.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN ' 4'-0' MINIMUM COVER. - 15-04 A°O 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. TYPICAL NOTES: B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. _ STRUCTURAL ENGINEER/DE5IGNER TO PERFORM FRAMING INSPSECTION DATE: OF 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, D C B A WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR S��g/15 INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION A,g "A.5 A.5 q,5 WALL PLASTER BOARD/FINISH. OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. - - _ I w C g A 1.. ALL EXTERIOR WALLS SHALL A.6 A.5 A.5 A.5 BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. ' " - 2'-O" 22'-O° 2.ALL INTERIOR WALLS SHALL IB O BE 2X4 0 16" UNLESS 36'-0° 4,_le V-%V2° - - OTHERWISE D.C.NOTED. 3.CONTRACTOR SHALL VERIFY ADH2640 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ADH2640." C INET OR •�. SH LVE9 BELOW ' VE IFY w/OWNER 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO - CONSTRUCTION. CONTRACTOR - - ASSUMES RESPONSIBILITY FOR b PROPOSED I - - ANY MISSING OR INCORRECT v M BATH DIMENSIONS NOT BROUGHT TO ADH2640 - - � i THE ATTENTION OF THE L MIN. 4'-0' 2 - DESIGNER. v - ee GENERAL NOTES 3068 3068 ADH2650 5'-O° II'-B° 5'-4° -• - PROPOSED ADH2650 c�N " MASTE BEDROOM STEP iT-0k15-0' 1`4 - ------------------- v ENG NOTES 7/28/15 3068 -LIGHT THERMATRU INSULATED Y PROPOSED NO. REVISION DATE I FIBERGLASS DOOR 2 FWGD6068 DECK p o I PROPoS Q ONPPT.EFRAMEING - COPYRIGHT NORTHSEDE HEREBY EXPRESSLY RESERVES ITS COMMON EAW V GA GE' PLANSARE NOITO ES TOEB REPROOIICED APRON - CHANGED ORCOPIEDR ANY FORM OR 27•-6°xli• w OSTAIMANN IN TN OEVER NATRITTENR6T S'-4V4 8'-0' 12'-0° ,,,4E�� I -O' Y OBTAINING TI�EXPRESS WWTTEN I ADH2650 6'-0' 7'-y4 DESGPIERMISSION NASSOq ESCONSENT OF NORTHSIDE I 2-2068 - CTR.w/RIDGE CTR.w/DORMER ABOVE 9080 014GD - -------- - BUILDER: o ---- r—_--- p 4-0 2 AD141834 AC 34 ADHI 34 3-ADH2650 m ._-_.—.—.---.—.... - FWG 6068PROVID Ow --J peeep I D I PROPOSED r m __ TYPE ° ° FIRECODE GWB 1In / I__ I DINING ROOM I I ENTIRE GARAGE t CEILING w B o U LY PROPOSE- n'-axizs I I 1 1 DESIGNER: j I I o KITCHEN I I I I GAS 11' NORTHSIDE � I I I > I I FIREPLACE I I> 14'-DSnza I r _1j tl__ DESIGN ---i ---- PULL v ATTIC STAIRS 30' I I ASSOCIATES I I x I 3068 - 9080 OHGD I I / \\ I PROPOSED I 4'-0' __ __ __ SPLAY AT I I MAIN STREET-YARMOUTHPORT•IMA DESIGN675 DISTINCTIVE 141 o _____- ——— _ LAUNDRY 4'-�2 ------ STAIRS (5081 3 62-2 2 10 ISM)362-9802 ———————— ——————————— _ e I W 4 PROPOSED NORTHSEDEDESIGN.COM " --� 3068 PKT I°C LIVINGROOM q Aurf65ide1��°m�a°1.°� o } APRON .............. 3068 I _ �N I ..I44 3068 2x6 WALL 15'-6Y22-0' "� N _ ILLL� 2 — b,_q° q'-4°. 2' 4° 7,-OV4 I'v D'r' TRUCTURAL ENGINEER: JJJJ VAULT ClC G. 4-ADH2650 F-\\----- Q TO 314' AT m TAYLOR U w DESIGN LLC I PROP ED 2668-' - ` / - ` ` _ �?3 STAMP: l GARAGE PROPOSED = ____________ _ i y ____T7 fT------ W. LAV. p m 15 I r I I O111 =w 9060 oHGD ___.� o` F I I 1 1 f . BENCH w/PEGS I I 1 1 PROPOSED in 3o6B 9-LIGHT 2-1668 Q -EN,�. ,' ADH2650DN2650 - THERMATRU INSULATED 3068v - FIBERGLASS DOOR RAMP UP 20 MIN. DOOR ,p - PROPOSED 3068 P T I i'OPEN TO E 2'-7° T-5° 6'-0° PROJECT c s LIG - PROPOSED ADH2650 ADH2650__ _______ MUD RM. PROPOSED UP " 1 E FOYER 4'-ID° McKNIGHT ADH2650 I Y j T-O° 10' 6° IO'-b° 6'-O" 2'-0° IO v g3-ADH26g50 RESIDENCE 74 PARKER ROAD iO THERMATRU INSULATED - OSTERVILLE,MA. C FIBERGL 55 DOO 4V2 C STEP 21'-PROPOSED 0' 5068 4-PANEL - I -0° PROPOSED AREA TITLE: COMPOSITE DECKING THERMATRU INSULATED _ Ist FLOOR LIVING 19BO SO. FT FIRST FLOOR PORCH' ON P.T. FRAME FIBERGLASS DOOR w/2-I4" 2Dd FLOOR 659 50. FT. INTEGRATED SIDE LIGHTS LIVING PLAN STEP 6°x6' P.T. POST GARAGE AREA 936 50. FT. BOXED OUT TO PORCH AREA 260 50. FT. 10' SQUARE TYP. SCALE:1/8"=1'-0" 6-7° 11'-5° II'-5' b'-7° 24' 0°. T-O° 36 0° 0 1 2 4 8 NOTE: PROJECT#: SHEET ALL WINDOWS ARE TO BE 15-04 n .1 ANDERSEN A SERIES w/APPLIED GRILLES IN51DE AND OUT5IDE DATE: OF D C g A 5/18/15 12 A.6 A.5 A.5 A.5 r D C B A 1.ALL EXTERIOR WALLS SHALL q,g A.5 A.5 A.5 BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. NOTE- CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS 2,ALL INTERIOR WALLS SHALL WITH SILLS ABOVE 72'ABOVE FIN15H GRADE PER CODE. ALL BE 2X4 @ 16"O.C.UNLESS q'_0° WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL CTR. w/RIDGE - COMPLY WITH THE REQUIREMENTS OF OTHERWISE NOTED. ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING ` AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF 3.CONTRACTOR SHALL VERIFY r ----------------- -------------------- A 4-DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING I WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ALL WINDOW ROUGH OPENINGS I ATF 028 - I ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PRIOR TO ORDERING WINDOWS. "I 4.CONTRACTOR SHALL VERIFY I - 1 - I - ALL DIMENSIONS PRIOR TO 1 1 CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT I - DIMENSIONS NOT BROUGHT TO - I THE ATTENTION OF THE I i DESIGNER. I i I I I - I I 1 - GENERAL NOTES I I I I I I _ ATTIC I I I I I\ t I I I � \ I \ ENG NOTES 7/28/15 I \ I \\ NO. REVISION DATE I \ I \\\ \ COPYRIGHT \ NORTHSIDE HEREBY EXPRESSLY RESERVES \\ ITS COMMONLAW COPYRIGHT.THESES \\\ \ I- PLANS ARE NOT TO BE REPRODUCED 1 \ ' 26 O° HACHANGED OR COPIED IN ANY FORM OR /+ \ MANNER WHATSOEVER WITHOUT FIRST AT ric 22'-B° OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE I 12'-3' 0x6' GLASS q'-4' DESIGN ASSOCIATES. \ 1 CTR. w/RIDGE \` \\ STE P BLOC ABOVE KNEE ALL \ STEP \\ ON. TO ------ ADH264� 1 BUILDER: AMTJ __ r _____ ________- ON B' 4' ATTIC CCES4 I 4'-03 ° —— i3'W.x 4'H. 7 —1 T2° wA o CTR DORM ER w/ROOM 4 ATF /2B I / ATTIC ACCESS in VAUL CLGI I- 2-ADH2650 1 VAULT CLG I I i3'W.xi4'H. \ A A I I - 1 i4' WAL _ f----- _______ ________ _______ 1 12 Gn I I \ A A 2668 PKT Hm - « pppp I _____- I \ AA 3-A F2020 AAN26110 1 I / \ DESIGNER: NORTHSIDE v1 ' ATTIC PROPOSED C--a STORAGE 32 C.o. BEDROOM#2 ADH2644 I ' i-- -- -- --- DESIGN �L.______________40 P5F_____ _ _____ ----- 13'-0'k12S 1 ® ASSOCIATES ' 6' DISTIN 2668 PROPOSED 141 MARINIV STREET ET nRNRoEOES ttERI ThDTs'HEmNSYeTIADlIRAE@MOLcEO&aSUmCIGTOcNHaMs.PCcOMOnREMeTR [C 'IAMLA D 0E2S 6IG75 BATH (508)362-2210 (508)362-9802 269 A'W26g0 __________ ___O 2668 DI?in IS 14 13 STRUCTURAL ENGINEER: pi 8 266e TAYLOR ----------------------- - ----- ----- 2 0 0- 2'-4° '-B° DESIGN LLC 2 q 6-iD N 10 PROPOSED - 3 .-- STAMP: - 9 -- -- -- --- _W _ - BEDROOM#3 1 ADH2644 \ i4'8° WALL I 7 Z 6 12'-o'kt4'-2 2-266 F2020 V 1 I I o_ m 4 F2610 - Q I 3 \\ I I PEN TO BELOW 2 L -- ----V-4° .. PROJECT: -------- ' CTRDORMER 4_�4, P ROPOSED e A 1 ` VAU CLG B'� .� j WALL McKNIGHT L _ ______ ______-____ ______________________L_ LT I N o AU LG RESIDENCE �I 4' WALL 1 - '-4° 3'-8° i� I 1 ADH2650 - AD142650 1 74 PARKER ROAD - ----------- - y OSTERVILLE,MA. CTR. w/RIDGE _________________________ ------ _ I I `-------------- TITLE: SECOND FLOOR PLAN \\ REM I I �_--------- -- ----------- ----------------- ------- ----------y 0 1 1 ' - SCALE:1/8"=V-0" I 26 O' TO, 0 1 2 4 8 CUPOLA 3 PROJECT#: SHEET 15-04 J12 DATE: D C g A 5/18/15 A.6 A.5 A.5 A.5 1.ALL EXTERIOR WALLS SHALL A.8 A 6 BE 2X6 C 16"O.C.UNLESS SLOPE SLOPE !" ° - OTHERWISE NOTED. 12:12 2.ALL INTERIOR WALLS SHALL 12:12 2.10 16'O.C. 2-1 9"xll /b' LVL OTHERWISE NOTED. PITCH PITCH - - T BE 2X4(c�16"O.C.UNLESS RIDGE POST ON. 2x8 NAILER - TO MDR. 2-1 �1x11 TV LVL P05T P05T DN. LAY-ON ROOF xl0 16° O.C. 3.CONTRACTOR SHALL VERIFY MRON. TO MDR. • w/2x8 16"O.C. ---- ALL WINDOW ROUGH OPENINGS PRI RDERING WINDOWS. 2.5 COLLAR TIES 16'O.C. 2x8 COLLAR 4.CONTRACTOR SHALL VERIFY TIES 16, OC. ALL DIMENSIONS PRIOR TO SLOPE 9 PROVIDE VERTICAL CONSTRUCTION. CONTRACTOR < 2x6 BRACING I6'O.G. 6:12 c^ EACH END OF COLLAR ASSUMES RESPONSIBILITY fOR PITCH TIE DN. TO CLG J015T5 3-2x12 n SLOPE 12:1212:12 SLOPE FLUSH MDR DIMENSIONS NOT INCORRECT TO SLOPE Bw.}6d2 PITCH PITCH 3-1 V4°x9 Y.° A TI 2x8 NAILERTHE O 1212 gL PITCH j LVL MDR. ' ATTIC ACCESS ATTIC DESIGNER.NTION OF THE 2x10 16°O.C. v.t3'W.xt4'H. 20016'O.C. L9 K PITCH Ul v 1 w 11 TV TJI FLOOR 514' TtG PLYWOOD 5UB-FLOOR ATTIC LEVEL GENERAL NOTES a 6:12 w1 JOISTS 16"O.G. LUED AND NAILED, TYP 12:12 ,� L SLOPE N PITCH NI ATTIC LEVEL— — 1� — — — N �, CRICKET I YY PITCH 1 y 6:12 12:12 J <<� PITCH y�{ 12:12 2x8 CEILING—' PROPOSED T° ---- x8 CEILING PITCH w JpY. PITC JOISTS 16°O.C. MASTER BEDROOM FLUSH xII ,S LVL TYP(UN.O.0 MDR JOISTS l6°O.C. SLOPE { L 2%6O16°O.C. ? 2-2x12 P.T. i7 MDR. <<l1} PITCH INSULATION PER CODE - w 11 O 1/2'COX. SHEATHING ® ® 6= S 9< O PITCH SLOPE w IL I/2'GWB REF d 1 <FA �� 6:12 OJI PTCM NI VAPOR BARRIER HALL HALL SPACE WE TYVEK 14OUSEWRAP w ENG NOTES 7/28/15 12:i2 PITCH N M. PITCH `� SIDING (SEE ELEV5.) PROPOSED 3/4° TOG PLYWOOD NAILED, TY SUE-FLOOR V J w PITCH L / M. BATH GLUED AND NAILED, T7 6"xG" P.T. NO. REVISION DATE y II 7/6' TJI FLOOR POSTS TYP. SLOPE << a 6:12 FIRST FLOOR / 1 JOISTS I6,O.C. 2x10 P.T. COPYRIGHT O I PITCH SLOPE — — — — + — DECK JOIST NORTHSIDE HEREBY EXPRESSLY RESERVES J { i2:12 12:12 6:12 16' O.C. ITS COMMON I.AW COPYRIGHT.THESES N SLOPE PITCH PITCH SLOPE PITCH \ C11ANG DORCO IEDINA YFORMO CHANGED OR COPIED IN ANY FORM OR J1P 1 3—I �°YII T/S' LV MANNER WHATSOEVER WITHOUT FIRBT ' OP / FLUSH •ll 2-2x10 P.T. - OBTAINING THE EXPRESS WRITTEN S 6:12 'EXTEND PLYWOOD PAST \ 3—I 11 a VL IS PKT. - HDR. PERMISSIONANDCONSENT OF NORTHVDE bd2 �e OJI PITCH y�q FOUNDATION WALL TO BE DRO ED BEYOND - 2x10 P.T. LEDGER DeslcN assoclATEs. PITC N MIN B° ABOVE GRADE o LEDGED FOUNDATION - w/2)%' DIA. 10' THICK x 9'-10' BOLTS 16' O.C. ROOF PLAN G 7 CONCRETE ALL O BASEMENT BUILDER: 4'CONC. SLAB ON I 'SCALE:lAr l'- A.8 CONCRETE FOOTING MIL VAPOR RETARDE A-7 LEDGE HEIGHT PROVIDE 10' DIAM. 50NOTUBE 2-1 S1'x18° LVL J 11 T OR FLOOR W/BIGFOOT FOOTING (BF28) RIDGE JOISTS DEPTH 2xB NAILER LAY-ON ROOFBASEMENT SLAB / BEYOND FOR COLUMN SUPPORT ABOVE 2x10 16'O.C. BEYOND w/2x8 16'O.C. 2x10 16"O.C. 10' THICK It 9'-10' 10' THICK x 9'-10° 1� S14°CONCRETE FILLED CONCRETE WALL ON - II II (III R IIII II R NII R HII H N H 11 IIIIII H N CONCRETE WALL ON S36TExE3L6 xLlA2LDL YC OCOLUMN E P. . CONTINUOUS F O2O0T'xIN10G° ®DESIGNER: T. POST DNV E CON R CONTINUOUS20'x0 R II II TING,FOO TYP.II II II II II II II CONCRETE FOOTING NORTHSIDE TO FOOTING FOR LANDING A'8 DESIGN C II- Q JI_ II- o= IIL II- C m— o= IIL II- mc - BEYOND RIDGE WILL TO BE I 8 2 ASSOCIATES PLACED TO PICK UP CONTINUOUS RIDGE VENT DORMER AND MAIN A.7 SECTION A.G ROOF I ASPHALT ROOF SHINGLES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I 2x10 IB O.C. 1 141 MAIN STREET•YARMOUTHPORT-MA 02675 SHED DORMER I 5/8'CDX SHEATHING 2-1 V,x14' LVL I I RIDGE (508)362-2210 (508)362-9802 2x8 CEILING I TE 5 1 157E BUILDING PAPER NORTHSIDEDESIGN.COM JOISTS Ib'O.C. j%� (� (� (� (� I - 2x8 COLLAR'3 m r �s CX3 C%3 �3 % C%3 U(5 % % �S 1 3 INSULATION PER CODE TIES 16'O.C. northsiael�comcasl.nec n II ul A.G I 3-I 9fx9 y� LVL 3 I ��xQ Y.° LVL II II 2-1 ,�x9 Y.° LVL 2-I ��z9 Y.' LVL STRUCTURAL ENGINEER: A.G SPLAY F SPLAY I I II II II II III = VERTICAL TAYLOR (o II 11 III _ U: II II II/ A. 2x8 CEILING ® A 2xb BRACING I6'O.C. DESIGN LLC / II III w I II yyII \ JOISTS I6-O.C. II� II III 'y= I I II /II - II II III A 8 ----- or 1 �( J BEDROOM#2 �- 2x10 16'O.C. 3-2x8 MDR �� � 3-2x8 MDR STAMP: /Q POST DN. HALL CL. " CLOSET BR#3 2.8 CEILING \ *w FROM RIDGE TO II IS' TJI FLOOR JOISTS 16°O.C. 3 RIM JOIST 2 LVL BELOW 3-I ifx9 Yf LVL �' ��� 3-I °x9 Y." LVL ; u IST5 16° O.C. SECOND FLOOR A.G ' B RAFTER VEN 3—I 9'i xll T/E' LVL ........_..1 3 DROPPED W12X30 STEEL BM—" ________ _ A.(p BOX DOWN SM. FLUSH J e____ - ALUMINUM GUTTER LIVING ROOM w 5_a.qx AR, CLOSET DEN A.e -.= AS NEEDED FRIEZE SPLAY Al 1 COLUMN H- 3-2x12 MDR v ALIGN / FRIEZE STAIRS = 2-2x12 P.T. - COR-A-VENT STRIP VENT / Z � -I �°xll yf LVL PROJECT: / IX SOFFIT � ® H J HEADER A PROPOSED AS SHOWN ON I��I�j �j HDR. _ w ELEVATIONS FRAME WALL MDR. STEEL BM. ;I�I I I k _ V ''IIL{rWlull'y{IIIIF�Ip''F o IX FRIEZE M c KN I G H T DOWN FROM MDR. � ��� 6°xb' P.T. STE.. SM. COMPOSITE DECKING KITCHEN r V \ I - POSTS TYP. I� COMPOSITE DECKING A 8 B A,8 RESIDENCE 2x10 P.T. 3/4° TtG PLYWOOD 5UB-F ®® / DECKPJOIST A.7 2x10 P.T. ,A,.B BLOCK OUT FROM DECK JOIST GLUED AND NAILED, T P 16, O.C. ECK J015T 74 PARKER ROAD BEAM TO EXTEND 16°O.C. II ?$° TJI FLOORC O.C. 3/4" TOG PLYWOOD SUB-FLOOR OSTERVILLE,MA. SKIRT BE PAST JOISTS 16°O.C. - �. FIRST FLOOR — / GLUED AND NAILED, TYP — FIRST FLOOR — SONOTUBE — — 3"xll 7° LVL I� TITLE: 2-2x0 P.T. I 7, \ 2-2x10 P.T. A.7 BLOCK OUT FR / , O 2XG P.T SILL BUILDING 2xIO P.T. LEDGER BM. I °xll /{, II BEAM TO EXTENDS 2x10 P.T. LEDGER W/SILL SEALER MDR.' w/2)36° DIA I PKT. LVL DROPPE 1 BM. MDR. HDR. SKIRT BD. PAST w/2)%° DIA. SECTIONS BOLTS 16' O.C. 1 HANG LV EMS ZOO P.T. LEDGER - SONOTUBE 11 7V TJI FLOOR 8 FROM T COL 9 w/2)W DIA. 2-2x10 P.T. BOLTS 16° O.C. LEDGED FOUNDATION JOISTS Ib° O.C. 7 BOLTS 16'O.C. MDR. 7 10° THICK x 9'-10° O A•7 NUUWALL ALL xO BASEMENT Q SCALE:1/8"=V-a' COTO1 i. _ CONCRETE FOOTING CONCRETE WALL ON 4 PROVIDE 10' DIAM. SONOTUBE LEOGE HEIGHT CONTINUOUS 20°x10' 0 1 2 4 8 PROVIDE IO° DIAM. SONOTUBE BASEMENT 3 W/BIGFOOT FOOTING (BF28) PROVIDE 10' DIAM.50NOTUBE i 117b'OR FLOOR CONCRETE FOOTING W/BIGFOOT FOOTING (BF28) 2 FOR COLUMN SUPPORT ABOVE W/BIGFOOT FOOTING (BF28) / JOISTS DEPTH PROJECT#: SHEET / ` ri _ — — — — — BASEMENT SLAB BEYOND — BASEMENT SLAB - -- , - - - - 15.04 A.5 TS 4" CONIC. SLAB ON 10 ° 4° CONC. SLAB ON 10 6'COMPACTED FILL / 4°x4°x.25°COLUMN MIL VAPOR RETARDER G ` B SECTION ON 36lx36lx12" DP. - - MIL VAPOR RETARDER P.T. POST DN. CONCRETE FOOTING A,7 SECTION 6X6 6/6 WWF TOP I/3 OF SLAB DATE: OF TO FOOTING W STD. BASE PLATE t A FOR LANDING � _ 5/18/15 BEYOND 2-% DIA. ANCHOR BOLTS TYP. " 3 _ 1.ALL EXTERIOR WALLS SHALL BE 2X6(9 16"O.C.UNLESS T OTHERWISE NOTED. - _ 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS _ ASPHALT ROOF SHINGLES - OTHERWISE NOTED. MATCH EXISTING ' - 2x6 3.CONTRACTOR SHALL VERIFY OUTRIGGER ALL WINDOW ROUGH OPENINGS COX SHEATHING 024'O.C. PRIOR TO ORDERING WINDOWS. * .INSULATION PER CODE - - - 4.CONTRACTOR SHALL VERIFY ALL DIMENSION PRIO TO k1' GWB w/SKIM COAT PLASTER CONSTRUCTIONS CONTRACTOR RIDGE VENT ON Ix STRAPPING 6 16'O.C. - RED CEDAR ROOF SHINGL ASSUMES RESPONSIBILITY FOR SIDING SEE ELEVATION ROLL VENT ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO °TYVEK° HOU5EWRAP .ICE AND WATER BARRIER MEMBRANE _ THE ATTENTION OF THE ,CARRY UP 3'-0' FROM EAVE DESIGNER. RIDGE BOARD (STRUCTURAL SIZES--- O`- COX PLYWOOD MAY VARY) AL, DRIP EDGE - - OVER ICE 4 WATER BARRIER 9 GENERAL NOTES 2.6®16'O.C. ALUMIN.GUTTER INSULATION PER CODE l5a FELT PAPER COX PLYWOOD \yb 6 MIL. POLY VAPOR BARRIER RAFTER VENT - CORA-VENT STRIP VENT LCC PAN/SHELF. PTD. WHERE INSUL. 1}'G.W.B. INSULATI BED MOLDING PER CODE 2x10 RAFTERS IX FRIEZE ALUM. GUTTER ENG NOTES 7/28/15 SIDING Ix8 PTD. NO. REVISION DATE TYP. WALL BED MLDG. COPYRIGHT - - HEREBY RESERVES ITS COMMON IAW COPYRIGHT.THESES PLANS ARE NOT TOPI D REPRODUCED CHAMANNER WHATOPIEDI WITHOUT FIRST OR _ MANNER WHATSOEVER S WRIT TFIRST 3 TYPICAL EAVE DETAIL OBTAINING THE EXPRESS WRITTEN PERMISSIONANDCONSENTOFNORTHSIDE TYPICAL RIDGE VENT DETAIL DESIGN ASSOCIATES. �i1TYPiCAL WALL DETAIL 2 SCALE I-I/2" = I'-O" SCALE I-i/2" = I'-O" - BUILDER: TYPICAL RAKE t CORNICE SCALE 1-1/2' = 1'-0" - _ - DESIGNER: NORTHSIDE DESIGN ASSOCIATES - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 101 MAIN STREET•YARMOUTHPORT-MA 03675 2x6 16° O.C. - FLOOR JOIST (506)362-2210 (5081363-9802 B _ _ 2x5 CEILING NORTHSIDEDESIGN.COM - northslEelLOcomcast.ne[ JOISTS 16°O.0 � - - - ' � - - STRUCTURAL ENGINEER: 2x5 BOLTED TAYLOR 2-1 fz16°'-� LVL - - TO FLANGE - .- RIDGE DESIGN LLC 2.10 16' O.C.---,_ - ® STAMP: 3-I �'i x9 Yx° � - LVL HDR. 3-I 3.'x9 YY; - �- - 2-1 %'xll T.i,' LVL LVL HDR. VALLEY - 00, 3-1 V4 xll 74" LVL - A' VALLEY - - - A,6 0 ATTIC ii it i BEAM SIZES VARY PROJECT: e n n PROPOSED 3 2x10 16'O.C. POST DN. 3/4" TtG LYWOOD SU, TYP R FROM RIDGE H W 'N� II MCKNIGHT A 6 2 ATTIC GLUED AND NAILED, TYP RESIDENCE \���.L Illi 12 12 SECOND FLOOR 6 Qb -- \ 4 OSTERVILRE,MA. 2x8 CEILING It Zg° TJ1 FLOOR �j JOISTS 16° O.C. JOISTS 16' O.C. �` A-6 f STEEL f PROPOSED A'6 ENCASE STL. BM. .01 ® STEEL BEAM ; GARAGE 9H EEREROC RATED TITLE: N= DROPPED �= BUILDING 6 tr z TO FLANGE° SECTIONS/DETAILS H J �W III III it if SCALE:1l8"=1'-0" fill] IIIIIIII- FIRST FLOOR _ MP UP T,AIr-OrZAIS GARAGE 0 1 2 4 8 AT IgEAI�OFT,ARAGE iv 2x6 BEARING WALL ON 10' THICK x-i5'-2" -JOIST TO STL. BI I 1v1 . CONNECTION - PROJECT#: I SHEET 24°Wx12 CONTINUOUS CONCRETE WALL ON J SCALE I-I/2•.I'-0' /� -/1 EXTEND PLYWOOD PAST o �+ STRIP FOO OTING CONTINUOUS 20°xl0° H YV1 FOUNDATION WALL TO BE � - 15-04 MIN 8° ABOVE GRADE w/3-a5 CONTINUOUS BARS. CONCRETE FOOTING VERIFY AND MAINTAIN - ' SECTION O GRADE COVERAGE BELOW DATE: OF D 5/18/15 12 p C B A °y 4 A.5 A.5 A.5 24'_O. 15, O° V-4° F5'=0° 4'-4" 36" DIAM. CORRUGATED ` GALVANIZED STEEL AREAWAY w/GRAVEL BED, TYPICAL — _ ` B' ` s I f 3 - f �` TO SLAB i VERIFY /GRA� ——— ET WA CENIs _ IN US O°x BULKE H NNDOW I r III ' a C TE 00 NG M. 5 I `v I J III -2x H DE I F i I % FL _0 A.8 I DROP L FOR I L—v -- I BILCO°C IZE 1- 3 B BULKHEA E — T I 3- 12 EA = s ED s Fls DNC E Ems_. SI _______ _________ �H RIO P.T. s I I STEP _ I "xl PROVIDE 10' DIAM. SONIC rUBE O" IC x T-10° I -' f W/BIGFCLDT FOOTING (B ) II 2-2x10 P.T. MDR. E L ON FI > FOR DECK SUPPORT i II 'a; s U 5 x10° 10°THICK x 9'-10° p s I CR E F I I CONCRETE WALL ONCONTINUO CONCRETE°FOOTING T5 4°x4'x.25'COLUMN - I I 8 2}�4.-yl s II'-93/4 •/ r I s-O° II '� _ 2 STD. BAS TE t - I -2i , s ' 2-3'� DIA.ANC BOLTS _ I D P I I F i 7� BOLTS TYP. ` �. A 8 f 2xIO P.T. LE ER - I — •II L—— ——— — — w/2)7(f' DIA. / BOLTS I6°Q.0 F A.8 PR�ID EBARS® I — — — — L I'mI �o +��s, II s 12OC VERT IN MAM - V—�►�" {�// FNDN*WALLS''WO TIE IN I J PKT. (III T. li y0 FROST WALLS TYP. I i CON,ECTION WHER- tJ POUNOTCON -I - r 5 .ENT 3- '12 BEAM, --1-------- s-- _ �.- I 4° C L 3 ON = I DROF'.pED 10 IL A RETARDER LILJm ; I� �" Bry:.- /8° OR @ .C. - r II = I I PKTI'I�o 7oxEM P TE ER I I m a I �,. r� DROP TOP OF WALL —— ——————— ``.+- .! I I I IIII '�-_ 12 AT DOOR OPENINGS J - ;, -- '3•_1�V 1 T-13/4 4'-5" 16 I I r • / 10° THICK x t4'-8 ''/rIACA CONCRETE WALL ON P.T. POST s "Q I' EARLY ENTRY f ON. FOR LANDING �'c s CONTRACTION JOINTS CONTINUOUS 20°xl0 I I CR FILLED I I G CONCRETE FOOTING E - UMN ON IIII FOOTING 24°z24 r ,":•.. TYPICA -In ' la J FOOTING t I I I I '� ry UG'' VERIFY MAINTAIN I - 36° ° CRETE f�Ilr 5T L f LLY MN m �Oy` 4' FOOTING COVERAGE III F I° , s 3- xIO,�FL r H I .x3 N 2" P RE O1 BELOW GRADE I -q s /11 - Vdl 2-2xI2, D PP L J NG N i N GARAGE SAB i I .�` I J L IIII—i o , r i F R DIG I i 1_ I It� Iy'�l ° I _____-_____ PITCH 1/8° PER j(G. FOOT ' s __ ________________ J p. 3 x12 sR0 E - I _ 4°CONIC. SLAB N I 4'4'x. °COLUMN I IC x 7 O P I 10 MIL VAPOR R ARDER s I 6°z r ° R LL m s P T. POST L J ON. FOR I I F T II I PROVIDE fs5 REBARS @ _ D. P RE F TI _ A DROP TOP OF WALL 12° O.C.VERT IN MAIN I i I LANDING I I 12'AT DOOR OF0 PENINGS .e}�. TO 24°G 1 FNDN WALLS TO TIE IN I `° 7Y FOOTING L {{ TO FROST WALLS. TYP. I _ j I TO- THICK x x4'-8° f CONNECTION WHERE ( I - s -�II�--1 I g:.: "� I•:, CONCRETE WALL ON POUR 15 NOT I i II - I IIII CONTINUOUS 20°.10° CONTINUOUS. It CONCRETE FOOTING I ° e II A.8 VERIFY AND MAINTAI s III 10° I�, BELOW LNG COVERAGE C - P,LL$„ON �II�J I CO E OOTING " IIII II _ — ——— — —————————— I — — L 3� 10' THICK x 9'-10° c ti + IIII ——J I O CONCRETE WALL ON I`• CONTINUOU5 20'x10° BM. s i CONCRETE FOOTING W o £ f 31'-0" .o _c PKT. BASEMENT NOTES: 3. _ I 1. MAIN FOUNDATION WALLS TO BE 10' POURED CONC. W/2@a5 BARS TO F TS 4"x4°x.25°COLUMN —————— — ,——————— — £ t BOTTOM FORM FOUNDATION ON I0"X20° STRIP FOOTING. i 96° STD. BASE PLATE t F -T tiff �- " F PROVIDE 3@45 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ '4.8 i 2-41" DIA. ANCHOR I E � ��C�'S;NTCRE 26'_p° F KEYWAY. PROVIDE ff5 VERT. DOWELS @ 24'O.C. HORIZ. EXTENDED = BOLTS TYP. --i m -- c T-10°E WALL ON 2x10 P T LEDGER A•8 3'-6° MIN.ABOVE TOP OF FOOTING. PROVIDE 5/5 ANCHOR F CONTINUOUS 20°x10" BOLTS @ 36"O.C. MAX. MIN 7' EMBEDMENT w/3"z3"xl/4° PLATE WASHER = A 8 i =GQBI6RET F43IQTAwG- 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2'CONCRETE FILLED L LY Q 2-2x10 P.T � F__ __'�ST__ _ _ 2-2x10 P.T. COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6°x6°x5/8°CAP PLAT s i HDR. I STEP 1 HDR. t 7°x12°x3/4" BASE PLATE W/2 03/4' DIA. BOLTS. WELD ALL CONNECTI S - ------------------- FOOTINGS TO BE 36'x36°xl2° SQUARE CONCRETE W/3 s5 BARS EACH WA - ; 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. tit'-6° 12'-8° : 6"xb" P.T. PROVIDE 10° DiAM. S(BF25)E 4.CONCRETE SLAB TO BE 4' POURED CONIC. ON COMPACTED FILL. = 4 POST TYP. W/BIGFOOT FOOTING (BF28) f PROVIDE JOINTS ALONG WALLS AND BEAM COLUMN LINES. FOR COLUMN SUPPORT ABOVE I -0° 5, CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) DENOTES AREA OF 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN ��-�'V BASEMENT WITH 4'-O° MINIMUM COVER. CEILING MGT. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. .n/f� �r�� TYPICAL NOTES: B. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, p C B q �� �A r � q WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION A.5 I/� V r YG��_///��� n q 5 WALL PLASTER BOARD/FINISH. OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. / sbe�.(1 I e r ,i! D C B A A.6 A.5 A.5 A.5 24' is, O° -'-0° - ADH2640 ADH2640 INET OR SH LVESuBELOW i VE IFY /OWNER 5'-5 - j �, ' LIG pROPO ED j _ �'ADH2640 �' M. TH 4'-O 77 1i '^ _ 3068 30681 S k- i ADH2650 - PROPOSED -.+.. ADH2660 c�v STEP �•., .� ALUPA'Wo•\ S areeN ?Aa�t-5 , = MASTE BEDROOM STEP s a 174Yai6-0•' �< v11 VIEW S c reeN D oo z € Gk6 Wrapped srs Q � 4 C'xi5T1�� _ ING Screetv Porxjl 144 X 1l0 0n gAi dinj DIR k FLAT �J 12'-0' ADH2660 .4`DH2650 �` ,yh,. 6'-0° 7'-4Vq°CTR.w/RIDGE R.w/DORMER ABOVE js ADH1834 DH2�34:A[7HI 34 X i r—— —_J o o I Dw �ik . -N1 I L 3 ADH2650 ;� 1 7'_0n 11'-8• �. S' >I ( PROPOSED !;� � �-�� L I FWG o 1 I KITCHEN` PRO 306e ja Oxtz �DI.Ni�1GQ®All_•- 1.+I u i i = i I`J' .—._.---------------- 11III REPLACE I I Q t 3068 -LIGHT t s*= - s CASED O G W% > 1 1 I I> THERMATRU INSULATED ' - 4-0° ="'-' ------i- TRAN -�?a � }4[------- Li------ FIBERGLASS DOOR �+ i ABOVE i m c PROVIDE I LAYER 5/8" ` III TYPE °X° FIRECODE GWB PROPOSED h+s` I l p. _ - 5TAtRa ,. €ENTIRE GARAGE t CEILING LAUNDRY _-PROPOSED i Ep 3068 PKr - C ROOM a t I I Yy '� O 9080 OHGD — g - 3 - N D 7 1 Q VAULT`¢ b� 4-ADH26SO Tt7�314 T m O1 .—._._-_-_._.—.—.—.� APRON N5 I s 3 g . i I PROP ED PROPOSED O� 23•-6'n a o V u I i BENCH w/PEGSt .. - I I t- 11 PROPOSED Q 11i LL 2- 'DEN 3 I _ =e 'er > I t 20 M N. DOOR I—. OPEN E 7-yV q° -2�q° OHGD ; PROPOSED .. ,.- 8' ADH2650 ADH265o _ MUD RM`. `�I 6 �!."`P PO UF4' 70a: N Y ADH2 50 i0 0 7'-O° 10' 6" 10'-b" 6' O" t 2 0 Ip v 3-ABH2650 �- _ ADH265/d., o lJl�w gg�� 0 3068 q-LIGHT EP T- ° 12 QY2 6_8 THERMATRU INSULATE t 26 O° I _0° p FIBERGLASS DOOR i 2 COMPOSITE DECKING THERMATRU INSULATED PORCH ON P.T. FRAME FIBERGLA55 DOOR w/2-14° I PROPOSED AREA INTEGRATED SIDE LIGHTS 17, BASEMENT U5EABLE 658 50. FT. STEP Ist FLOOR LIVING 1986 50. FT 2nd FLOOR LIVING 1416 SO. FT. 6°x1° P.T. POST I BOXED OUT TO TOTAL ALLOWABLE 40g3 50. FT. 10' SQUARE - { 3y_0° 26 O° NOTE: ALL WINDOWS ARE TO BE ANDERSEN A SERIES w/ APPLIED GRILLES INSIDE AND OUTSIDE D C B A r 2' �12 TD 12 6 ro9 QD SECOND FLOOR sc,(-T (/ ILA L FIRST FLOOR— — — — — — — — - - Y +. WrA I I I I I 1 I I 1 I pho- Foir . I I . II 11 II RIGHT ELEVATION I I 1 1 1 1 I I �J�l} 1 I I I I I 1 I ` � I I I I I I I I I I I I I I BASEMENT SLAB iI�`/s�� _ • I NOTE: -- -_ ___ l L__J L__J L__J L__J ----- T� -_--_________________ _____--___ ___ L__J ALL TRIM TO BE COMPOSITE TRIM e 12 • ® 2 CUPOL A 12 CONTINUOUS RIDGE VENT Qb 12 ASPHALT ROOF SHINGLE A. b� 2 ALUM.GUTTER �12 Iz10 RAKE TRIM Ix6 RAKE TRIM Ix6 TRIM 3 I/2' CROWN MOULDING Ix5/Ix6 CORNER BOARDS aoa 111111111111111111 SECOND FLOOR — — — — — — — — — — — — — — — - 2 BED MOULDING 6 12 �b � Ix FRIEZE CUSTOM WINDOW HEADS SHUTTERS UP FM W.C. SHINGLES ® �� 1.4 WINDOW/DOOR CASING Ix12 CORNER BOARDS w/PLINTH BLOCK 2" R.C. SILL 10° CU5TOM SQUARE COLUMN FIRST FLOOR — — — — — — — — II STEP I 1 I I STEP I 1 II II COMPOSITE DECKING I I 1 p TRAC P.T. DECK FRAME TOR SHALL II II I I II B° PILASTER CON II p I I I I 1 I I I i I v MAINTAIN 4B° MINIMUM II II I i i I I I I FOOTING COVERAGE II II I II II I I II 11 I II I I I II I I I � y I I I I I I L__J I 1 1 1 11 1 FRONT ELEVATION I / I I 1 1 BASEMENT SLAB — — — — — — — — ____ �� -l__________________ 1 I __________________� i L__J L _J �- / ^���� L__J L _J E 2 A.8 A.6 SLOPE SLOPE 1202 12:12 PITCH PITCH 2.10 16'O.C. \ 2-1 'Yfxli 3,6' LVL RIDGE 2.8 NAILER POST ON. TO HDR. 2-I VAI ;6° LVL POST P05T ON. LAY-ONROOF 2x10 16° O.C. '. . RIDGE DN. TO HDR. w/2xB 16° O.C. _ �� _ TIE COLLAR ---_ --- TIES 16'O.C. 2x8 COLLAR yA L PROVIDE VERTICAL TIES 16'O.C. SLOPE 9Y • 2x6 BRACING 16, O.C. 6:12 fit^ EACH END OF COLLAR _ -? PITCH "� TIE ON. TO CLG J015TS FLUSH HDR 2 0 SLOPE 12:12 12:12 SLOPE 2xB NAILER �w7 5 PE 1 PITCH PITCH 3-1 �'x9 Y A ( ATTIC 0 12:12 PI j LVL HDR. v 3 WIr%=ACCE5S II .1! TJI FLOOR« 2.10 16'O.C. L9 IX PITCH N V4JU I W .10 . O.C. ' 3/4' T4G PLYWOOD SUB-FLOOR JOISTS 16°O.C. LUED AND NAILED, TYP 2 ATTIC LEVEL 1212 SLOPE O� PITCH �� ATTIC LEVEL— _ — — — 'n PITCH CRICKE ` N TTT 6:12 xB CEILING 12:12 , PITCH `,E( 12.12 2xB LEILIN PROPOSED 3-I ��xll �,6' LVL 3-2x10 HDR. JOISTS 16,O.C. PITCH W 11 PITC JOISTS 16,O.C. MASTER BE FLU TYP. U.N.O. SLOPE L 2X6i16°O.C. = 2-2x12 P.T. JP' pC 444 PITCH INSULATION PER CODE W HDR. W IREF W (W0.LII I/2'COX. SHEATHING GWB ® ® _9 9` g, PITCH SLOPE OI pTCH OI VAPOR BARRIER HALL HALL SPACEME O 1i 1 I l 6,12 T7VEK HOUSEWRAP �w M. 12,12 PITCH N PROPOSED 4' TtG PLYWOOD 5UB-FLOOR V N PITCH, W PITCH SIDING(SEE ELEVS.) / M. BATH El GLUED AND NAILE T7 b°x6' P.T. SLOPE T IJO STSSJI6F O.0 POSTqq 2xIO pST P. C�c" w PITCH FIRST FLOOR 1 A qI SLOPE — — — DECK_JOIST OI 't SLOPE 12,12 12:12 S 6,12 10 �Pv PITCH PITCN PITCH 3-1;j�\ FLUSH xII 7,5' LV 6:12 EXTEND PLYWOOD PAST II VL BM PKT HDR. 6.12 Q BPITCH �q FOUNDATION WALL TO BE D ED BEYONDPITC q) MIN8° ABOVE GRADE p w/2 P.T. LEDGER LEDGED FOUNDATION w )96' DIA. -1 10'THICK x 9'-10° BOLT5 16'O.C. CONCRETE WALL ON BASEMENTROOF PLAN C CONCRETE FORTNG MIL VAPORC. LAB ON 10 RETARDE SCALE:1/e'=1'-0' A'8 LEDGE HEIGHT PROVIDE 10' DIAM. SONOTUBE 2-I °x IB° LVL 2 II b'OR FLOOR W/BIGFOOi FOOTING (BF28) RIDGE / JOISTS DEPTH BASEMENT 5LA8 BEYOND FOR COLUMN SUPPORT ABOVE 2.10 16'O.C. 2x8 NAILER LAY-ON ROOF — — — — — BEYOND w/2x8 16'O.C. 2.10 16'O.C. 10" 1 CC THICK z 9'-10° 10' THICK x 9'-10° 315°CONCRETE FILLED CONCRETE WALL ON / STEEL LALLY COLUMN ON CONTINUOUS FOOTING ° CONCRETE WALL ON CONCRETE FOOTING II II 11 II II II II 11 II II II II II II II II II II I11111 II II I CONTINUOUS 20'x 10' 36°x36'x12°0 CONCRETE P.T. POST DN. E II II IIII II I n II n II II II n II n II n II n 11 n II II n II II II II II n IIIIII II II CONCRETE FOOTING TO FOOTING FOOTING, TYP. FOR LANDING A,9 C II- C C 33 1 8 BEYOND n RIDGE WILL TO BE I PLACED TO PICK UP I CONTINUOUS RIDGE VENT DORMER AND MAIN A.7 SECTION A.6 ROOF 1 1 ASPHALT ROOF SHINGLES I V 2-I 3.xl4° LVL I 2z10 16 O.C. 1 5/8'COX SHEATHING 1 SHED DORMER 2x8 CEILI j E S 1541 BUILDING PAPER RIDGE JOISTS 16'O.C. (� 1 I 2x0 COLLAR I 3 �3 �} �y �y t /Lw 3 INSULATION PER CODE `I TIES 16'O.C. II II III _I 9'fx9 Yf LVL 3 1 �'x9 Y� LVL 1 f y 6��V A.6 ( I 2-1 %'x9 Y� LVLLVL II II III I li II I 71 2-I �fx9 Yx VERTICAL A.6 II II SPLAY f SPLAY I II II // `\ 2 II II III ® V I II II A,(o 2xB CEILING / II III Yl I I II Y/ � Z�� �� � � ,4 / 2xb BRACING I6° O.C. y 3 I I II I .4 JOISTS Ib' D.C. II II III ! I 11 III_ / /Xg `t. A: ----- 1 ' BEDROOM "� L-� -I - 3-2xB HDR \ �� 3-2xB HDR C, / 2x10 16°O.C. / a ALL CL. " CLOSET BR#3 ' 0, v X POST DN. 2x8 CEILING 3 i \1, FROM R TO ' \ w II ,b° TJI FLOOR JOISTS 16,O.C. 3-I °x9 Y.° LVL RIM JOIST Y LVL ISTS 16°O.C. SECOND FLOOR A B — — — — A. ` RAFTER VENT—, ............ 3 3-1 �'�zll �i$° LVL _ Z DROPPED W12X30 STEEL BM-1-1 ___ a-, G U LIVING ROOM o w BOX DOWN BM. = 1 AS NEEDED TO FLUSH SPLAT AT COLUMN X 5` ET DEN = A.5 2-2x12 P.T. CO -VENT STRIP ENT / 3-2x12 DR v i \ �_I 9'�xll Y� LVL ALIGN w/FRIEZE STAIRS AS SHOWN ON HDR. IX FFI Ell, «w HEADER ELEVATIONS DRIB STEEL 13n. x J / IX IEZE U A FRAME WALL 3` DOWN FROM w 5TL. BM. * «U�\ POSTS TYP. IO COMPOSITE DECKING KITCHEN n / 2x10 P.T. COMPOST DECKING $ B A 8 3/4' TIG PLYWOOD 5t A.7 2xIO P.T. A.6 2x10 P.T. DECK JOIST BLOCK OUT FROM DECK J015T GLUED AND NAILED, T ®® DECK JOI BEAM TO EXTEND II 3,5° TJI FLOOR 16°O.C. 16°D.C. 16°O.C. / GLUED AND NAILED, TYP 3/4° TtG PLYWOOD SUB-FLOOR SKIRT BD. PAST JOISTS 16'O.C. FIR5T FLOOREI FIRST FLOOR SONOTUBE 1 — —�— — — — — — — — — — IO TT rr----------- • I I W.11 �' LVL 1 u5f A.7 BLOCK OUT FR�'I P.T SILL 1 2-2%ID P.T. / 1 W 691LL SEALER 2-2x10 P.T. 2x10 P.T. LEDGER BM. I °xll �.b° BEAM TO EXTENDS2xIO HDR. w/2)96° DIA, PKT. LVL DROPPE HANG LV CB 10 PKT. HDR. ./2rFjLE-GE.. '°SKIRT BD. PAST BOLTS Ib° OC 1 2x10 P.T. LEDGER SONOTUBE BOD.C. II .b TJI FLOOR FROM T L w/2)%` DIA. i a BOLTS 16°O.C. HDR.10 P.T.P T 10°DTHICK FOUNDATION JOISTS I6 O.C. A 7 T �I+To 7 CONCRETE WALL ON BASEMENT A,7 CONTINUOUS 20°z10° 10' THICK x 9'-10° _ PROVIDE IO° DIAM.SONOTUBE �l� CONCRETE FOOTING CONCR x10° ETE WALL ON LEDGE HEIGHT CONTINUOUS 20' PROVIDE 10' DIAM. 50NOTUBE I BASEMENT 3 W'BIGFOOT FOOTING (BF28) PROVIDE 10' DIAM. 50NOTUBE 2 11'4' OR FLOOR CONCRETE FOOTING W/BIGFOOT FOOTING (BF28) ` 2 FOR COLUMN SUPPORT ABOVE W/BIGFOOT FOOTING (BF28) / B 1,SYSDDEPTH BASEMENT SLAB l 1 / BASEMENT SLAB — — — — — rL---- — — — — — — �J L----- / TS 4°x4°x.25° COLUMN 4°CONC. SLAB ON 10 � to MIL VAPOR RETARDER `I/ MIL VAPOR RETARDER 4' LONG. SLAB ON f0 6'COMPACTED FILL B SECTION p.T. POST DN. ON 36°x36°x12° DP. ref' A 7 SECTION 6X6 6/6 WWF TOP I/3 OF SLAB TO FOOTING CONCRETE SE PLATE nn.A {�/� H FOR LANDING §6° STD. BASE PLATE t �+�•1I BEYOND DIA. ANCHOR BOLTS BOLTS TYP. �d 1�•�j7° ASPHALT ROOF SHINGLES MATCH EXISTING 2x6 OUTRIGGER COX SHEATHING 024°O.C. INSULATION PER CODE ti'GWB w/SKIM COAT PLASTER RIDGE VENT ON Ix STRAPPING®16'O.C. RED CEDAR ROOF SHINGL SIDING SEE ELEVATION ROLL VENT ICE AND WATER BARRIER MEMBRANE 'TYVEK° HOUSEWAP CARRY UP T-0' FROM EAVE RIDGE BOARD (STRUCTUAL SIZ ks°CDX PLYWOOD MAT VARY) AL. DRIP EDGE OVER ICE 4 WATER BARRIER 9 y 2xb®16'O.C. ALUMIN.GUTTER "`5�• INSULATION PER CODE 15a FELT PAPER 5/B'COX PLYWOOD 6 MIL. POLY VAPOR BARRIER RAFTER VENT CORA-VENT STRIP VENT LCC PAN/SHELF. PTD. WHERE INSUL. ly°G.W.B. INSULATI BED MOLDING PER CODE 2xIO AFTERS IX FRIEZE ALUM. GUTTER SIDING Ix8 PTD. TYP. WALL BED MLDG. TYPICAL WALL DETAIL 2 TYPICAL RIDGE VENT DETAIL 3 TYPICAL EAVE DETAIL 1 - -- _ SCALE I-I/2" I'-O" SGALE I-I/2° = I'-0" SCALE I-I/2° I'-0" ��r�TYPICAL RAKE .I CORNICE � SCALE I—I/2° = 2x6 16'O.C. 8 ` FLOOR JOIST 2x CEILING _ JOI1 STS 16'O.0 2x8 BOLTED 2-1 x16' L TO FLANGE -^ RIDGE 2.10 16'O.C. 3-1 %l Y� LVL HDR. 2-I %°xll 3.b° LVL LVL HDR. VALLEY A j 3-I LEY7 ,b�" LVL I„ LLE A.8 aD TTIC II�� II ii a BEAM SIZES VARY 3 2x10 16"O.C. POST DN. � - � y{\ 11 ATTIC :ZPLYWOOD SU, TYP \-FL R FROM RIA.b 2 AND NAILED, L 12 i2 — SECOND FLOOR 6 Q6 -- �\ 4 2.8 CEILING II Tb° TJI FLOOR �j JOISTS I6" JOISTS Ib° O.C. �` A.6 A.(o ' ENCASE STL. BM. STEEL I PROPOSED IN FIRE RATED ® DR GARAGE ; GARAGE \ SHEETROCK 2x8 BOLTED T c ? TO FLANGE w * w ®® v � FIRST FLOOR RAMP UPI - — AT h�A �GAI�P.Gc--�} GARAGE iv 2x6 BEARING WALL ON 10' THICK x 25'-2° JOIST TO STL. BI"I. CON N EC_T I ON 24'Wx 12°D CONTINUOUS CONCRETE WALL ON EXTEND PLYWOOD PAST o �+ STRIP FOOTING CONTINUOUS 20"x10" FOUNDATION WALL TO BE v w/3-R5 CONTINUOUS BARS. CONCRETE FOOTING ` {v MIN 8° ABOVE GRADE VERIFY 4' FOOTING COVERAGE DSECTION BELOW GRADE ©It rj llQ- t STRUCTURAL PIPE COLUMN OR: 3 1/2" CONC. FILLED 5TL. COL. DO NOT BACKFILL WALL NO TQ EXCEED 10 KIPS LOADING UNTIL CONCRETE HAS ° ° BIT. . FILLER, 3/0 13 IN HEIGHT. BITUMIN 5 JOINT FILLER, ATTAINED 7 DAY STRENGTH TOP F YJ/FLEXIBLE TOP O W/ FLEXIBLE AND BOTH TOP t BOTTOM ° -bI sEA^L4f�r °TYVEK° HOUSEWRAP I 4" CO BETE SLAB JOINT ELANT, OF WALL ARE PROPERLY ` SERCURED. .° ° '!i" CDX PLYWOOD 6 MIL. LY VAPOR RETARDE °SIK FLEX IA" =IIII=I I 4, WWF 6X6 6/6, TOP 1/3 OF SLAB 2x6® 16°D.C.. CONCRETE OOTING 3'-0"X3'-0"X 0" 2i g5 REBARS, CONT. BASE PLATE TOP{BOTTOM 4°FCONC.SLAB 6X6 6/6 WWF, OP I/3 INSULATION PER LADE OF SLAB - IIII—IIIIII 6°COMPACTED CARRY DAMPROOFING =IIII III al FILL 6 MIL. POLY VAPOR BARRIER- FOOTING — _ OVER TOP OF '<FOOTING `—I 1, G.W.B. *.__� _� —�� 'v 2X4 KEYWAY . :yT: III' TtG PLYWD. 5UBFLOOR =I GLUE t NAIL TO JOISTS d 3B#5 REBAR5, CONT. . '�° ♦° - @ #5 REBA 5 =I ° SIDING SEE ELEVATION EACH WAYS �T1�PICAL) COX P.T. PLYWD. BOTTOM(6 2x6 P.T.SILL IIII—IIII —IIII—IIII IIII—IIII—II IIII IIII— a —IIII— IIII—IIII-1 II—IIII IIII—II II—IIII SILL SEALER 1/2' COX PLYWOOD 5/8'ANCHOR BOLTS B 36'O. I''• 11 7/5" T,JI WIN. EMBEDMENT I`l7 /3'x3'x1/4° PLATE WASHER ry`eo rocuwrr�e..TO1r. 5. . vrrc'.i wrrwort taxaTmim ux erm°rnm. d TYPICAL SLAB 4 FOOTING FILL t TAMP 5'OUT FOR ° • IN• 3'-0• I' SCALE I-I/2° - I'-O' 1'/FT. SLOPE: PROVIDE 12' BED OF %'STONE WHERE NO GUTTERS - - I d ° ,,� aveTm.°�crww(owc•m 2 0#5 REBAR5 CONT. ,an.. _ t AROUND ALL OPENINGS DAMPROOFING ° 8 COLUI'NN FOOTING DETAIL ad SCALE 1-1/2" = 1'-0" FOUNDATION SHELF DETAIL / SCALE I-1/2' • I'-O° P05T CONTINUES COMPOSITE DECKING FOR COLUMN COMPOSITE DECKING 2x10 P.T. DECK HEA P.T. JOISTS 16°O C HEADER LOORD. DIM. W/ SEE FRAMING PLAN DOORTION 1 BLOCK OUT FROM 6"APRO�T.,I.C.KEN TO 8° - BEAM TO EXTEND ® DOOR ,� 2x10 P.T. DEC SKIRT O PAST GARAGE DOOR JOISTS 16'O. BLOCK w/P.T. PLYWOOD SONOTUBE 2'-0" SEE FRAMING LAN i SIMPSON ABU46 I a 2@ u5 REBAR /ANCL. / 1 CONT.0 . ANGLE w/24 2)2x10 P.PERIMETER ORS 0 3'-O°°MAX. HEADER WWF II/3 OF SLAB 6°x6" P.T. POST ALTERNATE CONNECTION WHERE NO POST LOCATED SIMPSON ABE66 A w a p N � Q Q d < ly ad d Od C ° A X d O d a 2x4 KEYWAY a m PROVIDE 10' DIAM.SONOTUBE W/BIGFOOT FOOTING(BF28) It FOR COLUMN SUPPORT ABOVE e Z 2®�5 REBARS, CONT. � \ \/\ ' ° � I - 6'COMP. FILL G RAGE APRON DETAIL SCALE 1-1/2" r-o" 1 642(�d TYPICAL DECK POST DETAIL Jraall' `drGl O SCALE 1-1/2" = 1'-0" -74 PROPOSED T.O.F. EL. 53.0' j 12.83' --I •' i g1'REt� ST 37" .a... :.. BAY 1/8"TO 112"DOUBLE WA5HED.,STONE @ 3"THICK OR GEOTEXTILE FABRIC d m m . 24 .7' t 48 FINISHED GRADE EL. 50 ± 58" 48 6» r ONE RISER PER TRENCH =±4�.8 FINISHED GRADE EL. 50.5'±7'/77 I.P.WITH SCREW TYPE CAP TO WITHINRISER 7?; //// � "OF FINISHED GRADE(TWO PER TRENCH) PROPOSED LEACH TRENCH-END VIEW INVERT EL . R FINISHED GRADE EL. 50.0'± NUMBER OF TRENCHES=ONE ,°� LOCUS f48.8 NUMBER OF PRECAST UNITS PER TRENCH=TWO 49.21' I�""�I�""'I'/,I"'t'!"""'�� 6"IIIIIIIII I �lI'!"'I"'f' INSTALL TWO 500 GALLON PRECAST UNITS t IOG�, WITH FOUR FEET OF DOUBLE WASHED STONEINVERT EL �- 8.5 -� r7 EL. 4 . 3' AT SIDES AND AT EACH END' INVERT EL " 15' NO BRK/OUTINVERT EL GAS 48.36 INVERT EL INV. EL. °a' . ��� ��� (H20 LOADING) 48.61' Liquid Level 48" BAFFLE 47'95 47.75 0 .��.. p, ®®® °•' 45.15' '4'7.15 .3 - 1 112" REMOVE ALL UNSUITABLE MATERIAL FIVE FEET DISTRIBUTION BOX DOUBLE WASHED STONE AROUND THE 5.A.5. DOWN TO THE C-2 HORIZON (H20 LOADING) AND REPLACE WITH CLEAN COURSE SAND PER _ 25' IR 3 I O CMR 15.255 -AS REQUIRED. SEPTIC TANK NOTES: PROPOSED CHAMBER TRENCH °' 330 GPD FLOW @ 200%-GGO PROPOSED 1 500 GALLON SEPTIC TANK NUMBER OF TRENCHES = ONE LOCUS MAP USE 1 500 GALLON PRECAST TANK (H20 LOADING) NUMBER OF PRECAST UNITS PER TRENCH =TWO (H20 LOADING) (H20 LOADING) TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF G"ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON BOTTOM OF TEST PIT EL. 35.5' THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE Z NO GROUND WATER OR REDOXAMORPHIC ASSESSORS DATA: CLEAN-OUT MANHOLE. '�� FEATURES ENCOUNTERED MAP 1 17 PARCEL 127 THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3" GENERAL NOTES: ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. LOCUS ADDRE55: THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP w #74 PARKER ROAD STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS O/ SYSTEM DE51GN DATA: G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. FOR THE SUBSURFACE DISPOSAL OF SEWAGE. w THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQ. FLOW REFERENCE DEED: 7759-19G THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12", WITH TWO 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN G" D USE ONE CHAMBER TRENCH, 12.83'W x 25'L x 2' EFF. DEPTH 20"MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS OF FINISHED GRADE. SIDE WALL: [25+25+ 12.83+ 12.53] x 2.0 = 151 SF REFERENCE PLAN: 530-10 OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF BOTTOM: 12.83 x 25 = 320 5F THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GA5 BAFFLE. WITHSTANDING H-10 LOADING UNLESS OTHERWISE NOTED. 471 x 0.74 = 345 GPD TOTAL DE51GN FLOW PROVIDED ZONING DISTRICT: RC 4.THE EXCAVATOR/CONTRACTOR SHALL CALL"DIG SAFE"AND VERIFY THE LOCATION NO GARBAGE DISPOSAL ALLOWED OVERLAY DISTRICTS: PRECAST DISTRIBUTION BOX NOTES: OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR f THE DIST. BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, ( ---"""�� AP, RPOD * MA ESTUARY STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4"DIA. UNLESS OTHERWISE NOTED) RC BUILDING SETBACKS: TO PREVENT SETTLING. G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE FRONT - 29 MINIMUM WALL THICKNESS = 2" MORTARED IN PLACE. \\ N OF - PANT 51DE * REAR- 10 MINIMUM INSIDE DIM. = 1 2" 7. FIN15H GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. -EE ' 8. EXISTING SYSTEM COMPONENTS-IF ANY-SHALL BE ABANDONED PER MAX. BUILDING HEIGHT - 30 OR 2-112 OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT TITLE 5 REQUIREMENTS. PUBLIC I "� STORIES, WHICHEVER 15 LESSER 2"MINIMUM BELOW INLET INVERT. 9.THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE �, f A ,,v �T ' THE DISTRIBUTIONU LINES FROM THE DISTRIBUTION BOX SHALL AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. { 1 ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR J PAVE OF -- ' FEMA DATA: DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. LOCUS DOES NOT FALL IN A SPECIAL EDGE.�._ � •A INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. 1 1. ANY AT-GRADE COVERS SHELL BE SECURED TO UNAUTHORIZED / S� �� ° 2O, 00'�W FLOOD HAZARD ZONE. ACCESS. d 82 BM: CB ENO. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH % �� a3,C�l' EL. 50.21 IGNED FIRM MAP NUMBER: 25001 C0544J DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY / +51.1 66 \M. �So MAP EFFECTIVE DATE: JULY I G, 2014 FASTENED TO THE LINE OR RECONSTRUCTING THE LINES l °AoU�°U o ;� ��r SO '� �` LOCUS 15 IN WIND EXPOSURE ZONE "B" UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. solL DATA: PLAN LEGEND: 2s3' PROPOSED 0 5.A.5. CHAMBER TEST DATE:08-22-14 I. 49 7 I/ SOIL EVALUATOR: STEPHEN DOYLE(03-95) ,t 5 j t /i WITNESSED BY: DONNA MIORANDI O c, t TRENCH PERC RATE 2 MIN/INCH -I-16.6 EXIST. SPOT GRADE ' / 0 p. 0°l°. �� c ► I u► I (H20 LOAD) TP#I TP#2 �5� / t =(; 0 / 1 EL. 50.0' P#- 144G3 EL. 50.0' / �:• 0" 0" �J REPORTED WATER SERVICE ' ✓ (( r j':' z PROPOSED 5' A 5L 1 OYR 3/2 ( - STRIPOUT A 5L I OYR 3/2 3 .::: (, I;I I ° G 6 TP ' 4 PROPOS11 ED �� D/B i W B B TEST PIT \ p .:DRIVEWAY �, 51TE PLAN OF LAND w t 5 I OYR 5/G w L5 I OYR 5/G 5O .• ( __ 0 - Z. 3G" EL. 47.0' 3G" EL. 47.0' REPORTED CESSPOOL TO BE U 21 - 10, P 50.7 PREPARED FOR SILTY SILTY CP m PUMPED*REMOVED SAND 2.5Y G/2-2.5YR 3/4 SAND 2.5Y G/2-2.5YR 3/4 +51.3 I - PROPOSED " t. _ 0 PROPOSED 10, C-I AND C-I AND 1 500 GAL. CLAY CLAY i EXISTING HYDRANT 3 ------EX SA p GE i`` Q F +51.1 SEPTIC TANK #74 PARKER ROAD 1 20" EL. 40.0' 1 20" EL. 40.0' O "` RIVE (H20 LOAD) 05TERVILLE, MA55ACHU5ETT5 C 2 FINE 2.5Y 7/3 C 2 FINE 2.5Y 7/3 ' ` ( _ \� DATE: MAY 20, 201 G SAND SAND ' S� L �� " 10.8' 27.00' 1 G8 I G8" (PERC) EL. 3G.0 PROPOSED��• `� N890 48' 22"W �: `o SCALE: I" = 20' (PERC) EL. 3G.0' DWELLING ---------------- NO z GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC "-' �---- `�. I 44 " FEATURES ENCOUNTERED FEATURES ENCOUNTERED RAZE O Qw> -- EXIST. Q, � ;a PLAN REVISIONS: 0-1 O GARAGEN ITP#3 TP#4 _ I O„ EL. 49.5' EL49.5' Z `J'ocj A 5L I OYR 3/2 A 5L I OYR 3/2 p r +512 ' G� G� w' u_' I i +51. 17 I b W Bw L5 I OYR 5/G Bw LS I OYR 5/G I ( -----�n - CU 3G" EL. 3G" EL. - - _ ( HLJ- . ► P� MfJ SILTY s1L-rY � � PARCEL 127 "� --' 32 ��� �IsrER�o��s: SAND 2.5Y G/2-2.5YR 3/4 SAND 2.5Y G/2-2.5YR 3/4 f __ PROPOSED +51.2 � STEPHEN ► C-I AND C-I AND 1 3,G44± S.F. POOL V o J. ► CLAY CLAY ' RAZE EXIST. Do ;� �NOo 7559 STEPHEN DOYLE AND A550CIATE5 YLE 120" EL. 39.5' 120" EL. 39.5' , DWELLING +53.5 +51.7 �e�Q S�\- �� 42 CANTERBURY LANE FINE 2.5Y 7/3 FINE 2.5Y 7/3 +52.6 q ® � sl. ;vE+� �' EAST FALMOUTH, MA55ACHU5ET75 0253G C-2 SAND C-2 SAND 1 I G8" EL. 35.5' I G8" EL. 35.5' N870 57' 2211E 131 .93' 0 20 40 _ TELEPHONE: 508 540-2534 Feet 5JD5URVEY@AOL.COM NO GROUND WATER OR REDOXAMORPHIC NO GROUND WATER OR REDOXAMORPHIC FEATURES ENCOUNTERED FEATURES ENCOUNTERED SCALE: 1"= 20'