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HomeMy WebLinkAbout0120 GREEN DUNES DRIVE - Health 120 Green Dunes Drive Centerville F a A= 245-139 S M E A D No.2-153LOR UPC 12534 smaad.com Made in USA 1�11iD M 11�1�IK.TI�E IF ��, '�'m TOWN OF BARNSTABLE LOCATION �a� 6-weelo a k.0 44 SEWAGE# .VILLAGE ASSESSOR'S M4P PARCEL a .INSTALLERS N &PHO ENO. SEPTIC TANK CAPACITY gk on LEACHING FACILITY:(type) 'b�_ (size) J NO.OF BEDROOMS f � OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY r FO 6 / _/f e No. t�� ,f f _ R Fee ) 6® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Migogar *pgtem Cougtruction Permit Application for a Permit to Construct(A Repair( ) Upgrade( ) Abandon( ) © Complete System ❑Individual Components Location Address or Lot No. I ZO `a►-c" DueL., m Vc. Owner's Name,Address,and Tel.No. p � D&.i-d 3r=w,, Assessor's Map/Parcel rn, ailS � �+r«� /3� &r, Pwysa, F2d i �3c(vr.v..?. Y✓lass_ OZC/78 Installer's Name,Address,and Te o. Designer's Name,Address and Tel.No. S®S--27I-7 50 2, e-0 1 Type of Building: Dwelling No.of Bedrooms �i vt Lot Size 3 S�0q O sq.ft. Garbage Grinder (A/o) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 550 gpd Design flow provided &,Z,7 gpd Plan Date 81l1 Z.0// Number of sheets A0 C. Revision Date Title JaWIML Sjskw, (pal a^ —1 Z.D 6 rc— —Dorx 4 Owtvc Size of Septic Tank 1 500 ft ,.((OK Type of S.A.S. l.,ea.cbjj% x ZJ ht, Description of Soil so;( logs — 12(40 P—13- 301 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainte e of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen and not to place the system in operation until a Certificate of Compliance has been issued by this Board n S Date Application Approved b Date �� 0 Application Disapproved by: Date a for the following reasons p Permit No. © l' d w Date Issued - -- ------------------___ — ------ = -- fi + J / No. ,dl# �( :•rt � Fee �O,l 1 r T Entered in computer: THE-COMMO:NWEALTHrOF MASSACHUSETTS I �. PUBLIC HEALTH DI VISION - TOWN OF•BARNSTABLE, MASSA�CHUSETTS, Yes APPIicatiowfor .Zioont *pgtem �ton5truction Permit Application for a Permit to Construct% Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. I ZO Dvvva On t Owner's Name,Address,and Tel.No. .�•--r�-!�c�v�rapc...t• C..�.��C.` • tau►ct Assessor's Map/Parcel yyl4 ,2�5 l�re� /� a'oG FA'y$O%' 12d i t3�1 vatir�l Mrss oZti78 Installer's Name,Address,and Te o. Designer's Name,Address and Tel.No. SO&•771-7 5a Z, e kf 1 `7 9 /3 94 3oxFcr-NyC , 7?r fJorW+ St (ju"nis Type of Building: Dwelling No.of Bedrooms yG Lot°Size $ OafO s f,ft. Garbage Grinder (Ala) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) SSO gpd Design flow provided &Z7 gpd Plan Date 8 //zv/! Number of sheets -/w c, Revision Date Title Sc�hL SVsk�. (al a.� —I Z.o C®rrcti .`�.rv�.a-d QrIvG' Size of Septic Tank- 1 SOU !1,0 ows Type of S.A.S. LC C_htw.5 Cho wars- 12`x SO ><2.� hf, Description of Soil J2c +0 50i( logs or Q14N P—11 OI { t` q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and main�te ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen ta- tce and not to place the system in operation until a Certificate of Compliance has been issued by this Board _ S jgliead, / . ' Date n ! Application Approved b <nr Date �� N Application Disapproved by: t f Date for the following reasons 0 N. Permit No. tic � ' ` nl't. Date Issued I v THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that-tbe On-site))Sewage Disposal System Constructed K Repaired ( ) Upgraded ( _ ) Abandoned( )by Jeer — .41 f f at has been constructed in accordance �s J with the provisions of Title 5 and the for Disposal System Construction Permit No. �;bll— 0-2-8— dated Installer Designer S4c ek A, t #bedrooms S-A y'B Approved cipsignflow / 750 gpd The issuance of this perm' hall not he construed as a guarantee that the psystem une 'o as�d+esigne o�V, / Date Ins ector Ig 1 If A/ l 4 'Nu. ;Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS Xigpoga1 *pgtem Congtruction Vermit Permission is hereby granted to Construct ( X ) Repair ( ) Upgrade ( ) Abandon ( ) Systemlocatedat iZn CGvr_cr. Don" Or-Lv�-_ t (Jcs¢ a%4►-ustoort and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty ' to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date'of this pe it. Date 1 �� 1 ' Approved By,—_ _ ij Town of TRarnstable r Regulatory Services �.� Thomas F. Geiler, Director STAB Public Health Division 1� �9. s`0� Thomas McKean,Director Ep MA'S 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 5 21 03 Sewage Permit# 20LI Assessor's Map/Parcel 2Y�' q. . 1 Installer & Designer Certification Form Designer: d I'L FkA 114�zX I— Installer: 714 1p��p rJ VS Address: r t Address: S a Vl d.f' YLYPF"` �c�hL�W1,G14� On i3y o f S( was issued a permit to install a (date) (installer) septic system at R, ,grthl D\ kAof_j DO�-NL based on a design drawn by (address) dated <2) 0\ Pq, (design ) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local _ilgtions. Plan revision or certified as-built by designer to follow. Stripout (if req �: , ' ected and the soils were found satisfactory. STEP'riEN D. {{`� MATSON. uf C1V;L to r s Signature) �� No.46345<, � 1 err l,ST� SONA1. ( esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc v Transmittal Letter To:• Board of Health_ h . 200 Main Street k Hyannis, MA 02601 Attn: 01,12(CP -T-)CSY"af-QlS From: Stephen A. Wilson, P.E. Subject: Pew., 195,4- 120 Du►ue oV-tuy _ 4--�f "USV200-- Date• 6 We are sending you WAttached ❑Under Separate Cover The following documents: ❑Prints❑ Order of Conditions❑Variance Approval❑Recording Slip ❑ Septic System Permit ❑Notice of Intent® Other DATE QUANTITY DESCRIPTION /.3 30 These items are transmitted as checked below: ❑ For Your Use ❑ As Requested For Your Files ❑ For Review and Comment ❑ For Recording ® As Required Other: Additional Distribution D. rat A y 4t File No. 2 0//- a 2 z-6 Z Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail: swilson@baiter-nye.com TransmittalL.etter5.doc Town of Barnstable P#� %1HE rod tip• Department of Regulatory Services Public Health Division Date l • EAxNSTAeLE. • - : y MAR& $ - cb 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. . eD' p osalSoil SuitabilityAssessmentfor Sewag as Performed By:�S dx .A W t is sn 9-F Witnessed By: h 1,•� (�Ca VNe. Fw1S LOCATION & GENERAL INFORMATION Location Address 1zd Gv«,I 7uncg Pv ne Owner's Name Dc-,t4 13 VI Address Bell te,.,}.l M14 62N7f' Assessor's Map/Parcel: Engineer's Name Sl�h�� `I P� NEW CONSTRUCTION _kf" REPAIR Telephone# /- 7 IZ Land Use r e.%e dl.o,4 ne,1 Slopes Surface Stones 4XW Distances from:, Open Water Body ft Possible Wet Area ft Drinking Water Well ft 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) Cz I°w�a1 co CD -�— TP I —a a PO Wy s`"RY� o+� �f 1. ri. �l cie,l OuSht Depth to Bedrock Parent material(geologic) a Depth to.Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.Dole: 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 Date Time ll iCPAM Obsewatlon Hole! 3 t-/ Time at 9" Depth of Pere 6r� 5ef Time at 6" Start Pre-sonk Thne u Time(9"-6") End Pre-sank /(' 12 ;a'? vhghte .t• Soal. Rate Min./Lich �vWln�Pl1 75w� n/1h Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation 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:HEALTH/WNPERCFORM 'N9630 Me-M ceov) oicc-or(eov) 'VW '121Od SINN` AH 1S3M rwunnws 4 sw 03WJ3HO 3aBH1NON d0 1N3SNa0 OW 9LBeM VA. 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LAT 26ia P%T _ n Q 801'I ER r___ TWZMIO Z A21 I I I C I r 1 1 IA Q I I I I I 11 1 A.6 O y a I I ly J�a i 19'-10• I I I III-0' I 1 I I�_ • I 1 H L } O R ��ju� O I N 1 iQ O n i I I SEATLJ> Tw24B6 � 14'_gx W. �I �-----J LIb'-O"xI6JOL__ J L_-- _o GUEST BEDRlOOM • °1 __� r____� r____� r__ r__-__ I 13'-10'xl2'-O• 3 — O TW2446 TW244i [_j I I I I I I I 10 UP I I I I I 11_-- i 1A LLJ I I I I I IU .I I I I I I I V- 5'-6' S' B' 7-5 2'-I' I I I COFIIEI�ED CLG.1 1 I (19TR./20Rj o I 1 ICOFFEREDI CILG. 1 1 1 gg� 1 1 I I I I ly ' JI I I I I I I 1 -- Tl rT------ Z I I I I I 1 1 IaII NOTE. n II 1 I I 1 1 1 1 I Z1mQ 1 1 I I____J L____J L____J L___-J STAIRS TO HAVE 6IL_____J L_____J L_____J L -t� U FIRST FLOOR LIVING AREA-2995 SO. PT. o o -- --Al II'TREADS 4 o OI I9 F F} I I I I o i I I ____� r4_pgH, i __I �Ut6%' RISERS UlI ;_____i i_____� i_____i i_____i J < i 1 I i TOTAL LIVING AREA-4227 50. FT. I I THER .6 INSU�I�A.tH[7 =moo FIDGRG DOOR 14' 1 .$l I I I I I I I 1 ItT L4410 Q I I I INT. E. SIDG�Lll NT9 I I I . L----J TW24�_J al L TW2466 L-----J L TW2456 L-_� O itl ffi� lA"YSJ np o - - 7r 6'-I°' 9' 9• �Tn�� � NOTE: 77 8 FRONT PORCH -0 7'-I°• 4'-5• s'-o' ALL WINDOWS ARE TO BE gf� ��$e 5_p. 4 5' ------7'-1-------------e'O9, • o � 20'-6• o `-------- o o ANDERSEN 400 SERIES 6g � W-6• Ig'_O' r w/STORWATCH PROTECTION ' # APPLIED GRILLES - - - 1X4 MAHOGANY DECKING b•x6'P.T. POST - 6'xb• P.T. POST ON P.T.PRAMS WRAPPED TO - INSIDE AND OUTSIDE WRAPPED TO 11 90UARE TYPL 12'SQUARE TYP. (THESE COLS.ONLY)77, - m A.5 STEPS UP Q1 5'-O• 7'-10• 'T-4V' L CALL DITERIOR WALLS SHALL BE 2X6 Q O S'-5• T-�• T-10• g._0. •ii O.G.UNLE93 OTHERWISE NOTED. I C3 - 15'-b' - 2.A}L INTERIOR WALLS SHALL BE 2YA p 50'-6' - •ib O.G.UNLESS OTHERWISe NOTED. -tl B.CONTRACTOR SHALL VERIFY ALL WINDOW re. B C ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. .r 1 A.5 A.6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ,p.7 I- ASSUMES RESPONSIBILITY FOR ANY MISSING OR i •a 4Wl 4 INCORRECT DIMENSIONS NOT BROUGHT TO . THE ATTENTION OF THE DESIGNER 'V-0• 5'-0• -- CTR WINDOWS w/RIDGe 0 A.5 A.5 A.6 i I TK24410 I Lu I.U� i 1 I 1 p f=.7 I I 1 I 1 1 I Ld I I Ld 22'-b' II'-2' 4'-4' I ' w - 1 C� fq II b 16-Oxi9-S I I O• r __________________________________ iAT�C ST07AGE CTR WINDOWS wRIDGE 5'-2' C1 p t I 1 - 1 I I I O TWTSbB TKT2421 I o I CTR DOOR BALCONY O w/RIDGE X4 MAHOGANY DECKI - I in 1 I I c ON P.T.PRAMS IPULL 5%N FLOOR STAIRS I Y I i TWT3615 c.' BALL 4 WI NOOKS.TO BE CENTERED WALL n .j i CUPOLA I- �E �' =m6AG I 'CTR WINDOWS w/RIDGE 4 FY TW2446 WLOiS I I I a € � Q� I I I 1 j U i UHN- $o 1 I I I I lr I I I , g I I TW2ggiTW244iTW2446'TW244i I I BEDROOM #3 I I 14'-6°xl4'-6• I TW2442 C I VAULT-CLGI E—�=~l �g . 1 t c TW,436 CTR WINDOWS w/RI y �o I OPEN TO BELOW i. I I i I I y 2-26"I _ v —— I I I c7 I W-4• 2'-O' 3'_5• I in Y I I I 0 I I I f 2665 2665 m 2660 TW2456 I . I I 10• SGUARE I COLUMNS TYP. / t I ° ' F --J I2-1665 o AR21 I Z W 7 ,.6— BATH 1 W-4• w'-B• #2 t Q l)W Q 2666 o O I WIL a F _ e i QQO wN� TKT2421a MI M h N b y 1e 0 M �o n e 7 l 1 2-2668 1 N-Ia- 6 I 24" —� -• STAIRS TO HAVE e I fr 2665 it A.6 O < I It TREADS* j n 5'TW O52 !6`;• RISERS 4 1 i ' B'-4' LL Z 3'-0 9'-6° _o w S a w CI9TR/20R) b 1 I Q 3 a 42 xl6 RANSOM LOFT SECOND FLOOR LIVING AREA-1232 SG.FT. Z O O n 1 BEDROOM #2 Qmz_ II'-O• 14'-6•x14--4• Lu _U 1 • 1 n 1 � (J/ T f O Z F 15'-2• I 60'%16• EYEBROW II TW2436 I I � Ii I O I _ 42 16'TRANSOM KINDOW S T r____--- ----- -------' 1 --_ TW2446�TW244i --- m I ynp1�y1 yyp �i�§yy I TW24410 1 Tm44to `4 O CTRIN I s6'wgLL n. ,i._ - ALOLEWINDOWS ARE TO BE § g I Z. !b'WALL it TW2 10 4410 , Is I ANDERSEN 400 SERIES W 5 3r I TR WINDOWS w/RIDG o TR.WINDOWS I I � 1 w/STORWATGH PROTECTION d APPLIED GRILLES I INSIDE AND OUTSIDE to 5'-9• 5'-2' 4'-T' 4'-4• II'-2' 1'-� 5'-II' I'-� II'-2' 4'-4' 9'-9' W-2' 4'-I• L11 I. L EKTERIOR WALLS SHALL BE 2X6 15'-b• 5'-O• 40'-6' •i.�L& U RMOR,OTHERWISE NOTED_ ' i G \ - - Z Ib�OC.TUNI%P'0T}IERWISELNOTED -0 m A B G ALL K, RDUG 1-.NTN69 PI RIOR TOIORDERING NDOK5. .y p ^V A.5 A.5 A.6 4 CONTRACTOR SHALL VERIPY ALL DIMENSIONS N Z l i P9EIOR TO CONSTRUCTION. CONTRACTORCz ASSUMES RESPONSIBILITY FOR ANY MISSING OR < ee INCORRECT DIMENSIONS NOT BROUGFIT To U . THE ATTENTION OF THE DESIGNER O N gem FES"I on.Is ' ■.-. ■ IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII.•- -■a.:: 1 a ■■02,;:IN P0 .:. I'L■r 11�, :��:::!IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII ia■:i � R+ra I �.� i�=i:�lllllllllllllllll IIIIIIIIIIIIIIII'==pi li � !�� :�■:� -rI�IM■I MI ■■-��FEI ■1 e�i:,.IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII'pi � '� , ■ ■ �, ■ i...�.I. 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CUT TO SHAPE OF , BROW FOR DORMER CONTINUOUS RIDGE VENT 2)1 yx-,q'LVL D)l U6• LVL ASPHALT ROOF SHINGLES A - \ RIDGE •COX SHEATHING A.q =;t " 10 16,D.G 12 6x'BUILOING 7APlR _ YWY RAFT \ y=';�-"- -'�- ", 2x5 CEILING �S5 55 FOAM INSUL U IZ - 'y-'LL2xi BRACING JOISTS 16'O.G R A �ii < w 2x10 16'O.C. �._y 16'Q.G - 2.10 12'0.G N w 5)2x10 NOR -- 2X"Ii•OC. w 9Y2x12 1/2'COX.SHEATHING MASONITE DEAD BD.CLG. HEAD 3)2x U14DR QZ .CROWN MLODING FLUSH /� ® LOFT BEAD DD.C SLOPE CLG. A.7 In'GWD i 2 VAPOR RETARDER O B \ TYVEK HOUSEWRAP SIr SIDING(699 ELM.) K -fq FOAM INSUL 2xIO 16,D.C, BEYOND O.C.IO II 14'TJI IB'O.G A.q / _ S'xe'BOXED BEAMS LAY-ON 2x6 I6"O. - 1 A o ENLY SPACED g€C9Np Ff�� --.-----.-12 - 5)I Ull 14. LVL JOISTS�6�O.C. A.q o HEADER PLUSH B t7.5 -- - � Qy BOXED BEAM DETAIL 5 PLY 1/2• A.q '-----� SCALE, I'4-0' PLYWOOD 12'O.G -♦< �;• " II !I " \ 1r10-----� I � / A.q CUT TO SHAPE �� II__y_ „!r I ® rw-----i / --------, O� g ._.._...EYEBROW ROOF 1 ) I -----� I I r' Sa=3€ ZY1xl2 P.T. I �-%xll'o LVL NOTGR./20R i _ J II « I HEADER, LVL HEADER- _ ____- Dom, Sr AIRS-TO HAV 1 GLUED AN I D-TMLPOOR I I / � S _ I _ _ 4'T6G PLY D SU lq - J - D LED, 7• , _. _._ I I � II TREADS t I h ---_I I I )I'�I C• L 2)2x12 P.T. I ��^'1 t6V RISERS �('s l FADE zK'€mac g HEADER ' I LY9CH FOYERI it j�-®---=q I I - T BEYOND ✓, II II m I a ------� WRAPPED TO 12'90. « - ��BPs'- g5 2x5 DECK gg WRAPPED P.T.P08 I dHOUR r o WRAPPED TO 12' 60. I JOISTS 16'O.G t e I I I I I O w o � gg � I II I I U zz�z�w�C'd�o FIRST FLOOR_-_. +_I FIRST FLOOR Ah Erl -----� If TJI 129 D.C. TIO SLAD ff-.I A.q 2nxI2 P.T. RIM JOIST ' ' DROPPED W W o HEADER I BLUESTONE Q E--.I 0 2%6 MY SILL STEEL BeAM. I I 7 W/SILL SEALER L �- 11' READS Tl1 I� g i g DROPPED RISERS A.8 3 DROPPED 2)1Ulf 74, LVL _____ (5TI 6R) [x 8v 5)fV1_1C,'LVL c BEYOND 10'THICK x tT-4'BEYOND , UNFINISHED W� 10'THICK x 4'-O" 10'THICK x q'-10' 6 CONCRETE WALL ON CONC.WALL oN (IRTR./20R) 6 • BASEMENT CONCRETE WALL ON CONTINUOUS 20'x10' CON'T 20'x10' CONC NEE' 4'^.25'TUBE STEE I2 TINuous 20'x10' CONCRETE FOOTING STAIRS TO HAVE BeTING a ON qp z46'xl2'DP CONCRETE FOOTING MAINTAIN 4'-O' Y.I II' READS t A.8 � BASEMENT SLAB - ti 4 RISERS I CONC,FOOTING, TYP. FOOTING COVERAGE "71 \I CONTRCTOR SNAL ''z`oy F MAINTAIN 4S'MINIMUM � .. A.q 2 I FOOTING COVERAGE S�� lo'THICK xI/2•CONG FILLED POST t� _CRETE WALL STL. a A.7 6'COMPACTED FILL— CONTINUOUS 20 x10 ON 56'x56NP2,OP. FOR LANDING 4•CONG BLAB \ / CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLES Z)Zxl2 RIDGE 6X6 b/6 WWF TOP�A OF SLAB CONCRETE FOOTING CONC.FOOTING, TYP. ON 10 MIL. VAPOR RETARDER DN 56'COX SHEATHING / I TO POST 2xS CEILIN'O.G SECTION I50 BUILDING PAPER 2 4 LVL JOISTS 16 PITCH PITCH 1 R-55 FOAM INSUL IJ. 2x10 16'0.G B SLOPE W SLOPE N W A_q )I'�xllk• wL 2x10 16'O.G q q r LZ V W RAFTER V 5 12— - FLAT ROOF DECK P H I— w O r % er r 4-1 a _ 59AD SLOPE SLOPE ,` O HEADER PI•�cH U A ��/ JOISTS CEILING II II II II II II II II II II II I III 5=12 i JOISTS Ib'O.C. II II II II II II II II II II II III / PITCH PITCH SLOPE � V. 1212� Zx10 16,D.C- II I11T II 11 11 II II 1 / 12'12 12'12 IT CRICK N z IX FASCIA II / II II II II II III B eIICWI II II II It SLOPE 12,1 tu V II II II II II II II II II II II II PITCH O Q 4 ALUMINUM GUTTER II II II yl �1 iL II II II II II II II W .L yWEWE 9�E IZ+12 COR-A-VWT STRIP VENT O _ IX SOFFIT - W j Q'y w IX FRIEZE / K 212 Z } vForm �^.I.C. 9)I II',�'LVL BEAD BD.CLG. FIT I HEADER FLUSH 12.12 B J O mew d) R-Iq FOAM INSUL - \� ® 4 W IIVCX�VII [� 2X661i'O.C. 6 8 0 ILI ® R P T1CH wiroTn SLOPE 1/2'COX.SHEATHING �• A.8 « m PITCH 1/2'GWB \ - q 5+12 L SLOPE 5.12 VAPOR RETARD PITCH TYVEK(HOUSSEE RAP m 112-12 `'}• PITC SIDING(SEE ELEV9.�- IVGLUEDPAND NAL NAILED, TYP P PI RIDGE d t� gsS.�.4 ._._-_ W t5.I2 PITCH 8 r --- FLARED SHINGLES�� II "TJI I2'D.0 I PITCH A�• W PITCH 12.12 12A2 m > g T pF RIM JOIST DIROPPED / STEEL BEAM FLARED SHINGLES � 1flip., 'T 2X6 P_T SILL m � ��$�,,, D W/SILL SEALER m ISM 6g UNFINISHED SLOPE W tSLOPE �I PI W PIT ��E����� � � b- BASEMENT t512 - + 512 1e� q I2 PITCH _� R PITCH 6'COMPACTED FILL A.8 A.8 12.I2 K u PITCH PITCH PITCH 'O IZ,@ 12,12 N WWF TOP 1/5 OF L / \ SLOPE SLOPE SLOPE PITCH SLOPE G I I \ PITCH O - 10' THICK x 9'-10' / 5 I/2'CONC.PILLED I 27 6 2 SLOPE 57.5:12 SLOPE CONCRETE WALL ON STL.LALLY COLUMN SEIQi�F� \: CONTINUOUS 20'xl0' 4'CONC.SLAB ON 96'.56'X12'OP., _ '+ O CONCRETE FOOTING ON 10 MIL.VAPOR RETARDER CONC.FOOTING, TYP. 90OF FLAN SCALE+ I/I6" 1'-0' `� W '• O {_ A.9 9)I%.I&'LVL 2 .4 w/2x8 16'0. RIDGE A.7 xb 16'0 LAY-ON ROOF - A.7 / O.C_ A 2x8 NAIL A.q ` 2x10 16'0-4 2X8 CEILING \� / JOISTS 16.O.C. 2)1 U16•LVL 2xS CEILING 2 I 11(� LVL RIDGE W JOISTS I6'ac- BEDROOM it2 Is TIE9C 6I'0-4 A c 12 o c=i / 2)1'1�•xl I%'LVL 12\ A.q AA 2x10 16'O.C. QS\1 U o 3)2x12 II II I II II II 11 I HEADER TAP 5 DECK JOI II II I II II II II II II I TAPERED TO • I q \ W a II II I II II II II II II / FOR ROOF DECK * 12 J A K (AUn L UII II II II II II II II �12 `0 II II I II II II II II II I x A•9 CONTINUOUS E. II II I II II II II II II I A FLARED SHINGLES ` S)1PPp4'LVL aW C, II II I II II II II II II I-. 1114'TJI 12'O.G. A.9 ATTIC STOKAGE __ATTIC FLOOR HEADER a S)I''yxll TV LVL GUEST BEDROOM II TJI 16, O.G. II TJI 16 O.C. S)1'xu117 LVL HEADER ILUS14 If�/�•TJI 16'O.C. ? 2)1 Ulf`,6'MIL� w�4�BEAM ' \ i�g y az € to lbAT PULL�"�B AIRS G 77z� DINING ROOM * \r // \� A.q a * \ ® Z � 6 °41 ipxv 6/4 SURD AN NAILeED TFLOORYP GARAGE A.7 \` / * a €rio ,�{��1 ky �8 ff�gM FIRST FLOOR o A.g U Zrct'Si �Od7 II 14'TJI 12' 0.4 If•/P' TJI Ib•O.C. v m FLARED SHINGLES =m W12X26 WIOX26 / WIOX26 �BM. FLARED SHINGLES ix N - / y mo DROPPED DROPPED / I3 DROPPEDT- \ _ GARAGE gLgp o I It STEEL BEAM STEEL BEAM STEEL BEAM "" --" W WIOX26 A.7 BEYOND DROPPED STEEL BEAM UNFINISHED 10'THICK x 9'-I0' 10'THICK x 4'-8' / II xv Berorly BASEMENT « CCONTINUOUS o xlo• CONTINUOUS o,xl N / ��� q 12 I2 CONCRETE FOOTING CONCRETE FOOTING / O W� c %I LZQ� / \, SECTION / 2�e \ BASEMENT BLAB COLUMN•TUBE STEEL 4'x4'x.N•TUBE STEEL , "---"-"-"-- \ •. / ON 4W 46'xl2'OP. COLUMN \ / "Nil POST DOWN CONC. FOOTING, TYP. ON .FOOTI',P. T FROM RIDGE COW. FOOTINGS TYP. -p- 2)I GE LVL RIDGE D SECTION B B A.q S)I%04'LVL 2x10 16'O.C. 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CARRYING BEAM BOTTOM 6' ——— — ]z,qZL^ 7 NOTCH 6x6 F'05T5 VERIFY JOISTS SIZE t - - ———————° -———_—- - &.-[SS �a L�5 s {THRU BOLT_B SPACING oN FRAMING PLAN 2x6 P.T.SILL II 7/$" TJI W'�y�.gg $ . Z ° _ (RECESS BOLTS) ._. METAL _._ )- -. __. __ .. .. ..__.... - _ _. _ -. -. ..._...._ - - Q. FRAMING HANGER SILL SEALERmr r...������� � 5/b'ANCHOR BOLTS•56'O C. A 0x6' P.T. POST I b MIN.7'EMBEDMENT o_ 1X R 0 I I• w/B'xS.1/4'-PLATE WASHER 8 I- it O Oi . NOTCHED OUT FOR tABOLTED BEAM d 1IFILL' TAM P5OUTF OR (S CB8066 /FT.SLOP& PROVIDE - 1: 2'BED OFV e_aTBASE STONE - a - INn .PICAL) - WHERE NO GUTTERS a�-a ow q•-a e.■rwxwTlw MI U igz�S�WOnd7�o° FOOTING PER PLAN EX _8- Q W �af g TEND 4-O' 2•#5 REBARS CONT. - n" .wa ww w mwarm w� BELOW FINISHED GRADE t AROUND ALL OPENINGS -�- wR *� ��ti��• r. E �.. (TYPICAL) ..q' :d rcr r mrarn manor:xu �, 9gp o o q FOUNDATION WALL I. :4••q q DAMPROOFING COLUMN FOOTING DETAIL CD -I SCALE I-I/21 . 1'-O" ZQ� 7 TYPICAL DECK ® SILL DETAIL TYPICAL SILL DETAIL �gq SCALE:1 1/2"rl'-O" SCALE 1-1/2" r 1'-0" a COORD. DIM.W/ BIT.-IT.FILLER, ,n 6'APRON THICKEN TO S' DOOR LOCATION JOINT 9FEA�TCXIBLE V/ to DOOR dPENING U W GARAGE DOOR TOP rl 1° OP SLAB ON,CHAIRS� DO NOT CKPILL WALL Z a UNTIL CONCRETE HAS BIT.Jr.FILLER, (u Q 4'CONC.SLAB ATTAINED 7 DAY STRENGTH TOP OS L FLEXIBLE W /� O CI a5 REBAR I"):xl'IjxYj' AND BOTH TOP t BOTTOM •. �- 1--1 CONT_• 6AALLV,ANGLE w/#4 JOINT SEALANT (� PERIMETER ANCHORS•5'-0" - OF E PROPERLY ; �% .: Q w IL FK14F 1,X11 00 NOT BACKFILL NALL Fr O.C. MAX, - 6'COMPACTED OF 9SLAB ON�C TOP HAIR9� W _N UNTIL CONCRETE WAS, FILL =IIII=IIII`, a..I., '' ATTAINED 7 DAY STRENGTH '.I.: Q Z bx6 6/6 WWF AND — ——: 20 05 REBARS, CONT. —_ 4'CONC.SLAB Z Z TOP 1/B OF SLAB Or WABLL HARE TOP 4 PROP rYM r a a. - e ` d `. TOP tBOTTOM = '.., w ON CHAIRS SERCURED. 1° _ .... ',::-•'-_-`?'-r,?.`',:'V;`.•,_. IIII=IIII �''., 6'COMPACTED hl CARRY OVER TOP OPpRPOPING =IIII—III f... FILL 20 M REBARS, CONT. _— - - FF _— FOOTING —III ..' -+ .r.-'' • O N TOP t BOTTOM I_I ::. _ .. ............:. ,. — • I=III=III I - - 2X4 KEYWAY - - _ °d d ° y. CARRY DAMPROOFING III=III=1-e .I•-•. . ° <�;.i:.,: '.;:: .._. OVER TOP OF _ .. — _ — El — d d 2x4 KEYWAY FOOTING —III `al "e III—III—III—IIf—III—III 50 05 REBARS, CONT. +: § III I I—I I—III—III—III—III—III—I .:.... .. ...:.. .. ..�. 2X4 KEYWAY 9"E", — — _ III III IIIII2 0 Y5 REBARS, CONT. . =III=III=III.. ..... . 54L 05 REBARS, CONT.;::.�. �\ \ _ .. __�_A ;; "` `` =' `° : �/\/\\ � 1=1 1= 1-111=III=III -IIII-IIII IIII=IIII-I I I-IIII IIII-IIII-IIII-IIII -' ,� _ j — — o l9 � �EjS \ / III —III_I / �\\ \\ \/\ // /\/\/\\ \ I=1IL--III III—III=III III—I I=1II=1II=1II=1II a /. / \ /i,/� /,/i. - III IIII—I I—III=1I I-1 1=111 I I1=III-IIf-III=1 �- - r °°^�°� "` I Isis- No g 6'COMP. PILL R o ARAGE APRON DETAIL 12 TYPICAL SLAB FOOTING b I V SCALE I-I/2° l'-o" co TYPICAL GARAGE SLAB t FOOTING SCALE I-In' F-O' o SCALE I-I/2" o a ti p p m .r O .1\ � z IJIJ . .r w 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA STATE BUILDING CODE c z � � c� w • o c 2T5 w RAFTER O 16' O.G. _ H 2x6 DEL TOP PLATE ZO U j SIMPSON SP6(20 GA_) 'I I wU) 142.B O EA. RAFTER ul j DBL TOP PLATE 1/2'COX SHEATHING CONTINUOUS HEADER �al• LN •MULTIPLE OPENINGS TOP PLATE i HEADER i j 2x STUDS O 16, O_G_ NAIL Sd COMMON EXTEND HEADER PULL HGT_ STUD of j I NAILS 1 D'O.G. TO KING STUD �t35 HDR UPLIFT STRAP I I 8 °- SIMPSON ACK STUD"---- ._. -- _. - - - -__.. -.. _. :. _- -._ ._i i .. r;i- ---- - - - - 2x STUDS O_Q -. ... _ ._. .O 16°. ... .. . . .__. W /-� PHD (14 GA_ WINDOW SILLo NIL TOP P — 90W¢ LATE PLATE 2-5/6'ANCHOR BOLTS TO STM.OF HDR. AFTER TO PLATE CONNECTION eY �``J i BTM PLATE w/3'xS' PLATE WASHERS 2 ROWS 16d NAILSSCAL a �{ISSaw�� I ff aE�orn 8/B' ANCHOR BOLTS O 36 O O.C. v zo= z�W*wlzo MIN_ 7" EMBEDMENT wn"x9"xl/4" PLATE WASHER �L-y� 111I OPENING .. FOUNDATION � 11 n I. _ '.II, n� II `� c RIM JOIST .. II' n 12 GA. ANCHORS TYP. I FLOOR JOISTS Q E-+ 9! zU SIL L PLATE � $ a: RROW WA R G LL ACIN 8 I/2' COX. SHEATHING TUDS A HEADERS SILL PLATE TO TOP PLATE RR SCALE,N.T.S. SEE NAILING SCHEDULE G� =M 5/5' ANCHOR BOLTS O 56" O.C. z MIN• 7' EMBEDMENT Y 5^ w/8°xB°xl/4° PLATE WASHER JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING � V/ COMMON NAILS Box NAILS1SILL TO PLATE Lu/ SHEATHING Q `./ - 4 ROOF FRAMING SCALE,N.T.S. BLOCKING TO RAFTER(TOE NAILED) 2-Sd 2-IOd EACH END - W W w RIM BOARD TO RAFTER(END NAILED 2-16d 9-lid EACH END V WALL FRAMING Q W O IL TOP PLATES AT INTERSECTIONS(FACE NAILED) q-16d D-Ibd AT JOINTS Q O STUD TO STUD(PACE NAILED) 2-Ibd 2-16d 24°O.C. a.—n m o HEADER TO HEADER(FACE NAILED) 16d. 16d 24°O.C.ALONG EDGES - O Ill N Z FLOOR FRAMING Q intu Z3 Z JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Sd 4-IOd PER JOIST Z BLOCKING TO JOIST (TOE NAILED) 2-Sd 2-10d EACH END O /---BEAM STRAP w Z w} BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-16d 4-16d EACH BLOCK / ~ 3 IV STRIP TO BEAM OR GIRDER(FACE NAILED) 9-16d 4-16d EACH JOIST 6, LSTA O EA. RAFTER .l� JOIST ON LEDGER TO BEAM(TOE NAILED) S-Sd S-10d PER JOIST • SIMPSON END BAND R JOIST TO JOIST.(END NAILED) 3-16d 4-16d PER JOIST GBSO66 (7 GAx8) DISTANCE / Z - BAND JOIST TO SILL O TOP PLATE (TOE NAILED) 2-16D S-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS II I II 1 0 ' Q RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Sd IOd 6" EDGE/6° FIELD jl I II I o. L/,-.((�— RIDGE BEAI'1 LL RAFTERS OR TRUSSES SPACED OVER 16'O.C. Sd IOd 4" EDGE/6" FIELD ue O0 j•II .II I II �° � NOTE, t d pI GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Sd IOd 6" EDGE/6' FIELD 2,11 •11 II I RIDGE S WHEN RE NO TIER OP iE 6 O GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Sd IOd 6'EDGE/6° FIELD Iy OUTLOOKERS 9 tea\11 I + NOMINAL 1.6 OR 2.4 LUMBER 6 GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS Bd IOd 4° EDGE/4° FIELD •O ARE LOCATED IN THE UPPER pn °••• THIRD OF THE ATTIC SPACE AND la ATTACHED TO RAPIERS USING CEILING SHEATHING 6)IOd NAILS EACH 12Na 6posi-fillm gB te a GYPSUM WALLBOARD °Jd COOLERS - 7' EDGEAO' FIELD 1NALL SHEATHING SIM SON ST ON —TIE CBQ �c� R G WOOD STRUCTURAL PANELS G SCALE.N.T.S_ RID E BAND STRAP ES „ STUDS SPACED UP TO 24'O.C. Sd IOd 6"EDGE/12' FIELD - SCALE, N.T.S. JV AND 29V FIBERBOARD PANELS Sd - S' EDGE/6" FIELD co$'GYPSUM WALLBOARD Sd COOLERS - 7° EDGEAO' FIELD N FLOOR SHEATHING o a WOOD STRUCTURAL PANELS � - V OR LESS .11 Sd IOd 6"EDGE/1' FIELD - - -II • 'm GREATER THAN V IOd 16d 6" EDGE/6° FIELD W A" B G ■ ■ A.5 A.5 A,& ■ W ■ c Li w N O U IR K a C UL O ■ ■ C ■ E gS 098 u � alf�K�o�Bn�� F ■ ■ II Tit 16'O.C. ^■ I I =ng w ■ Q E, W I■I I I KIOx26 a I I I I wIOX26 "aDTee�eenn � I I �'+v1a DROPPED C) O I I STEEL".BEAM d I I E I'I I I it c'x6' P.T. . II I I F I I JOISTS 16'O, POSTS ■ �� II I■I _� L I =M II I I wDROPPED = I 2)2x12 P.T. II I I a m STEEL BEAM I I HEADER II I I I _ _________ I I 11----'----------� I �TB.T. B E Z. LL ® 1 I II ; it J III I■I II IV Tit Ib'0.4 (� > III DROPPED r lJ it F I ——f STEEL BEAM. z v W Q ------ ,e II = III = oqIIIIIIII n ■ i jIIIII 1I • IIIIIIIIIIIIII =F-`'.-i x II ■ =��O s)J 11E v -h�� PI III I I I R■G.�Dw—s°IA N L4L IIIIIIIIIIIII I I I =-F_`P IIII III I■.■IIIII I I II ,oa■,� ■ Q—.mr--Wan---- Z e E Q2 E v _ w� TD gg � PC K STEEL BEAM u-. w jSR LL As E Zz IDRO PPPSTEE II IV Tit 16.OC. O IS 2)x12 P.T HEADER ZxB DECK LL JOISTS 16,c =;Sp 2L20 _T. gig Agov TYPICAL LVL/4LULAM BOLTINGMAILIN4 FO� y II S D I TJI FLOOR JOISTS MULTI 1 5/4' BLAME JC IST 16'O. I TO BE CONTINUOUS ttSSS g � V.1 II II waeRe POsslsle II I2EAD P.T_ S g II II ;HEADER gyp, g — II a►ICCl. D-r 2■ow■wuo wuu 0 42'oe, ------------------ --- -------------------------- ----------------- ---- --------------- ---------------- I m --------------- ------ -------------- 6'x6' P.T. 2)2x12 FIT. - rSxl2 P.T. 6'x6' P.T. POSTS HEADER 6'x6 P.T. " ppg g HEADER POSTS 2' G O � \ A B C aTlecse ?r 2 Rars W ter MAM■MT■■la'O.C, II m r " 0 O POST ON ON T A.9 A B C A.5 A.5 A.& - x Gl TUBE STEEL COLUMN r----------- -- o c IN 5)1"' LVL CONTINUOUS _ I 6'x6' P.T. )I'�xll ' LVL i•x T. II HEADER POSTS S r2x10 S TUDBEAM ORPOST H I I I II I Ulf 6' ON POST POST II I I ¢ y ON II I 11 LVL I I I III O POST O I 10,DECK JQISTS 11 v TJI Iv O.C. ON E [1 UPN ERED TOS'DN 2 / a,s, Lv IIII POST II��' TJI liD.C. Jill UP POST. T UP HEADER FLUSHTIT JOISTS l6'4O.G UP ON Nk T5)1%WIIV LVL � 13___—_ FADER 06 U._._.__-_-_.-LVL pPOST III \I DON T TUBE STEEL COLUMN posT �5 mr5 5)1%3,11 7V LVL HEADER III I ON W W o`� HEADER FLUSHQ E-� I I -Q.WAL IIIU I li[ o ON Va 'g S)I 7,xu$' LVL 3 ppl III R.. HEADER FLUSH S)1�II 7`'LVL III I �_� HEADER FLUSH --_-_ _ ---_-_ G II —.N r Posr I I � IO Up/DN I 2xB Ce1LING 6'x6'P.T. POST ———— POST II T'TJI Ii'O.G T8 16'O. II ppsT9 ON ON FGSTI I �o ON I i��I/P2)1%xI114! LVL n% ' I1. I 5)1 VI.�• LVL ... I I HEADER FLUSH 2)2xI2 P.T. FADER FLUSH L I 2 2x2 HEADER -- --- -- ---- - - - UFV %XII 4 LVL - ——— I FLUSH HEADER II I ' -- T poST HEADER PWSH I b'x6'P.T. SI II DN Up/DN �/i' T=IN\ POSTS ______ POST I U T POST II ------------ -- ------------ DN I O _ U PST POS I I I pOST O° ON T II�,�• JI I 'O G I Z I II S LVL PIDST II I 0-- Z,, p T HEADER FLUSH mU) DN I T —— BR4VHALL U ua _ ON Q s W POEI )I a Lu R4.WALL-) PosT 111�2)2x10 HDR II I Z T UP/DN III II T I POST IL DN L N up I u ON D W o 2)1%%11,4' L IIII BRc. wAL HEADER III III n II to e = � ® o III T POS n III II mm J W a If TJI Ii'D.G ii � tL- 3 a z POST n W a- W �d ° ----VIR Q l�Jf- Dt1 2)l Axll{,'LVL ' III m II I _ __ __ T1 T __ __ Z II F HEADER FLUB I I I II III m ^F 3 i CANTILEVERED 24' I III II I OPOST N POST W III J I III II L' ' ON In 6'x6 P.T_ II I I POST PO T I III S)ZxIO NOR POSTS POST III 9)2x10 HDR T III T r" 2)2xI2 P.T — . 6'x6' P.T. HEADER I post I III II \ II III T T II POSTS ggq�ysz II - DN �C�� ———— Ii s)1 7,xll��•LVL\p ————A -� ON UP/DN II 12 P.T. TYPICAL LVVGLULAM BOLTING/NAILING Gil z s IK II FOST 5)1%XII 7,V LVL T FADER 5)111011 IV LVL POST I � IA HEADER MULTI 1 B/4' BEAMS v, I �Io UP HEADER PLUSFI UP POST II TJI FLOOR JOISTSTO BE CONTINUOUSL Z WHERE P0551BLE a►I!G!Sg75A 6'x6' P.T 2)2x12 P.T./-�-ta POSTS HEADER 2)2x12 6'x6 P.T. HEADER co)2x12 P.T_ 6'x6' P.T. Q. HEADER POS S HEADER P09T8 r C Q O u c A.5 A.5 A.6 a PIE= o 4' a to m a yr oun eG�te 1r oc m 71 O W I�O IN Owl Ella I'm�1 � Ili -ice !III III' wiS�`' �? MIMI=- % ■1 ;'�;! 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FIREPIT VERIFY LOCATION S'-e' e'-6' e'-6° e'-6' S'_8' ON LOWER PATIO B ' Z Z c Y A.6 7r24f6 , 1WTZ41e TWT2415 TWT2415 a w 100-0' t. 9 m B UP 6'x6'P.T.POST ' I I TCP v 6 II'TTiEAD9 WRAPPED TO ISQUARE TYP_ 2us 4-PANEL i I . ° BWEBTONE STEPS 11e''e'' a P-2 [ ERMATRU INSULATED I O) .1 RISERS FIBERGLASS DOORi(STR:6R GARAGE W O fY U) H _____________ ) 2Z'-O' _ - I I E M �1'EARLY ENTRY I IUD 2 '� ,_2 � I CONTRACTION JOINTS v BCN SEAT �° 10'O.L.TYPICAL I 9070 ONGD APRONL WINDOWS w/RIDGE TWT le TWT'14 TTKI22 Z419 4ie I 6'TRANSOM ABODE q ® I Y b E of � o .e i j iv b A.6 z SjjQFsa6� 16 �. OQ BREAKFAST TH2446 Cl° Vd b BEEHIVE OVEN PROMDE I LAYER 6A b' E TYPE'X'FIAGE*R iy COVERED _ ____. ENTIRE?GARAGE t CEIL I oyFmff� FwlflGa �Iw�r� rwWiose -- ------------------- - ------------ O - m��j�Og��gF r 14'-I xID'-O° BLUESToONE I STEPS UP i I � � a0 ��S�oo�p(.{I THT241e m I I I V H *w<O b VAULT CLG I B W.CLG.I VAULT CLG _ I I -------- I ' L__'TRIAI!79 r------I I I _ 26'RIS I TWT2415 I I I 1 _ _ I (bTR/TR) [x] - fig' 'llw/16•TRANSOM ABOVE b Q w F'I FM 06e IR 816066 FwH6066 I I MIN.DOI L------J �` g LNTVAULy T CLG . -----�\ �' r-I I � -PV Fr&€,., Tw2aa6 I oe I NE I ,'FAMILY ROOM`\ UP TRenob I w f 22'-o'xli'-O' i I Ow I /1 LI 1- b ZQ� QO IfL> I - w (le /)4R) rl0 0o TW24w n WRAPPED TO H�� iLLZ / G de BENCH REF LI r 12'SQUARE TYP. tz R MEDALLION FOR LIGWT / KITG4EN 2666 PICT - b g v � I 246DI � I I ® `� J' /'�,'c 9'-O' B'-6' 2'-4• .' ID,_I• q,_I• $ 8- iS ____ B'WIDE SOFFIT I OPEN TO ABOVE /' � _I I_ I rj /' - / O W Q J 10°SQUARE '�,' ----- THEI�TI U INSULATED m - - COLUMNS TYP. FV701 ABOVE- __ ILING_LINE _-_-_____ _______ ____________ /' 80 '! V/__f._____ _ � OPENI 71, t-n1 rrq ____________ _____________ 2-2A21S'-4' '� 2'-O' 4'-O' Z'-i' 7'-B° 7'-9' T b• 2' 6'-4° 8'-10° 9' Fu-, 3S'-10° 4'-O° 8'-b• Z W l TW2446 - lx V Q TWT2417 FLAT CEILING I j� e n r7— ———— PANTRY 26i6 I --- ------ -- T b' Z 1 f-2668 OC m n o W p 1- 2666 TRAN''-1 OVER Q 20f6 b FLAT -DN, b I Ii tr 2-2060 teal TRAM v i i \ W j N 2660 26i6 N 2466 PKT P\` D R p Z P1CT r I n / 0 z ---� r--- /---------- I T'W24410 A.6 � ZQ Z W} 19'-I0' I I I I II'-0' Iq 4 b'-0' _ I IB'-B' � I p) 2 � � W z g R N 3O 6FATL _ _ J> rru4e6 J II_4'_gx '-2•__J L_ -' ----��•� • ----� b GUEST BEDROOM lu TY.D44i T. I 19 OF J i ``` / / iv 18'-10'xl2'-O' dt � e' B' -S 2'-I° N � I Iq'rR./20R b FIRST FLOOR LIVING AREA-BI SQ. FT, ______ Hare. i_. `fi DINING RSODI"I i I -- � Tl rr------ z 02 �I I I Ike u SECOND FLOOR LIVING AREA-MB SQ.FT. STAIRS TO WAVE I 16'-O'xlb'-D• I I I ---- -- I IOII'T b b I I TOTAL LIVING AREA-450 60. -r. __ W.ERtS j 01 o i i546 4-PANE �$ FOYER TMER u INSU I I I / TW24410 O I I I �'NTCG IED BD I�i� 14• I $ �I I I I I I ��Qy I . agF�� R L__ _ I L____J L____J L____J ' L__________LJ--------- _I o o _ TW24% TW24% a) ~ TW24e6 T1VZ406 h 6'-10' B'-S' ,, aF o i i - NOTE, H het: e'-o• 4'-e' T-1o• B'-of' e'-o• T-10° a-e' B'-O' ALL WINDOWS ARE TO BE -g FRONT PORGI-I '----------------------- b b ANDERSEN 400 SERIES ' c w/STORWATG-I PROTECTION Ix4 MAHOGANY DECKING 6'.6' P.T.POST APPLIED GRILLES g 61x6'P.T.POST ON P.T.FRAMe WRAPPED TO INSIDE AND OUTSIDE � ag . WRAPPED TO Ie•SQUARE M_ 12'SQUARE TYP. (THESE COLS.ONLY ' M A.9 - - - - 6TEP8 UP - - - 2)(6 � e'-O• T'-10' T- e'-e° T-�' 0 16 O:�IM IES ERWISE NOrE®. O M T'-1o• e'-o° IS'-6' 90'-b' 1B'-0' 2.AL INTERIOR WALLS SHALL O D. v • 61 O.C.UNIJ?SS OTHERWISE NOTED. 0 e.CONTRACTOR SHALL VERIFY ALL WINDOW g C ROUGH OPENINGS PRIOR TO ORDERING WINDOWS, ... p A.9 A.6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS 02 Z PRIOR TO CONSTRUCTION, CONTRACTOR W -0' ASSUMES RESPONSIBILITY FOR ANY MISSING OR ., W THE ATTENTION OF THE DESIGNER. /� INCORRECT DIMENSIONS NOT BROUGNr TO \L p CTR.WINDOWS /RIDGE O W A B C r--------- ---------i c7.'f Y A.5 A.5 A.6 I D6�!Tw2galoTw249a I W ay '•�' I I I I I 1 I I 22'-6' I I m = 4'-4' I I •' I 0 K Or C I 2'-O' S'-W K v) ---------------------------------- - STUDIO CTR. WINDOWS w/RIDGE j b _---- -----_- - i ------- I 116'-O'xl9'-B' E1 < \ N I I o TKTDDID ----------- BALCONY TWT2421 - w GAS FIREPLACE CTR DOOR i IAW261 I VETRWT TRW ROOF I� n MAHOGANY DECKI I I ~ '� �sa= 'v '-D' I I TWTDDID ylyn�gg8 az I - I I AWZDI TALL 4 WINDOWS TO BE CENTERED o 1 t6'WALL -I ����� ♦ ~ g� k!f ]e.IGYId = w r Is l ER BELOW FWHSO6D `--- us an61 _------� i RE WINDOWS w/RIDQE a 112446 i j U g� i 4. �I. w I I DN. 1 J I J I I I II TW2446 BEDROOM 03 Q 01 EE---' y U II AULT 1 ON. FOR LIGAT R---- 7 AN201 AIGBI j � 13 4'-10' Q gg I I -------OPEN TO AR21 I ` S.WIDE SOFFIT 26" 266D I 1 m I I I I 10°SQUARE / I I COLUMNS -------JiAl4lNfc ------------- 2-16i6 O ARM" I Z p.A aF a' 14'-B' 26se Q BATH K2 Z> m OGAS FIREPLACE w Q e° VENT THRU ROOF m ON. LU ,4 M R u @ m Ao n •": i \I qF22665 TWT2415 D a Q z J o z I STAIRS TO NAVE e I c I 266D 24t8 h A.6 rtc Z W a I '? II°TREADS t V I I ' -4 W 9' ' 9'- D'-6' �o IL } u H TWIDS2 4 SQUARE I II I SECOND FLOOR LIVING AREA-Me SQ.FT. z O ON COLUMNS TYP. I j O N W GAS F.P.VENT f I II I BEDROOM IN COLUMN II'-O• 1^� 9' 14'-6'xl4'-4' i ; .w.nn j - LOFT 1 , I Di j VI I • � � II o I I F I5'-2' I 60'x16° EYEBROW II TW24B6 I ;— R� WINDOWpS� C --_______44•xli•TRANSOM ; tomb 10 ; NOT n :6'WALL 10 11TM4410 ¢6'WALL y i ALLEWINDOWS ARE TO BEANDERSEN 400 SERIES 199 wINDOwB o WINDOWS w/RI I w/STORWATGH PROTECTION ��� ,• $ m i b APPLIED GRILLES - - ------- INSIDE AND OUTSIDEp a $ems IN L V-2' L 4'-7° 4'-4' II'-2' 11'-2' 4'-4' D'-9' V-2' 4'-1' M t'LL EXTERIOR WALLS SN4LL eE 27W O C -O' 40'-6° 5'-0' IB'-0' ® I C 16 O.C.UNLESS OTH 1ERWISEE NOT o 162. 1O.IC��UNI EESSS OTNERh tL N07®4 •2 A B ROUrN INGSOPEN Rid TOIFY OORDE�RING WINDOWS, m o A.5 A.5 A.8 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS N = PRIOR TO CONSTRUCTION. 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Mill Mill ■I' ��_�- ■��■ � R■ �I f�_�_ I ■ p ■ tee■ Mile■ ■::1■' ■■ -■� •I�■I !�•Il f —� t■t-- %� ■:�:--:�.-nip1100 S_---■_---P 1 `�_:�:;;':p::;:p; i:!+'IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII'e:Mile F r '"■0 -'°---'°-■� � ' Haii, MENee-�m�'e=-- P 1 I _:; :Illllllllllllllli IIIIII!I!IIIIIIII' :: Illlllillllll!I!IIII !III!!IIIIIIIIIII!!I;-: ': ■--i■�:i�t� -pie:- :e:-:�e■i:�e Ri ie1 �� ii■■ Mill ■■� ii I■-■. --■ ti i:■: ■eee■■eee-Miele- 'r�,• ■�■ Mill ��_� Mill ■■■�� - :::= : !.;;_■_.-;.■.-;.■_.=;. rI%1 :.::•! :•!- .-_Mi . .;■ ei;■ e■i■ eHU �-i -:■■ '■: ■■:_-■■:-■■■:-- �e■-111111111111111111Illllllllllllllllln■■ ,_--_-_--_■_■ ip'.� �■ ■--- !n Mill■ Mill■ Mill■ ■: + �O- 11-- ■ -■ ■ ■ ■ ■ =�■'II, `I •1-=!■=-=!■_-=!■=-_! 1'r%1 ?e. ��e■■■:e■■■■:i■■ , IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII�-'• ' I• -■� •■■-■;■■.■;n■. Mill I�ite:�it: _�—I � 1 �■■i Ott■:_e_■11-e 'r �■� I■t� 1 �1 _ !i!■e!:!i■ ■eat:-!eC:!eeti %1 i_i■�� ��■::■ Min;IN ■ Mill ■1 \�I , 7� � ���:;e:�. .:-;11:7 IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII ■:■ '�� ■-a-t--e �_ ■ :� ■_ ■_ ■_ 1' P;;� !• Mill . �� Peal !•_�=::'e=::'e=::-as i■',:IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,::;::_ IR ■ �� Mill■■: 7 � '!-`IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII Mill°�■ O'er' ■-:Q__ �_ i■_lie■■ �� 1 •-■■ Milt ■■ ■-■■• ' ■ ��!�IIIIIIIIIIIIIIII IIIIIIIIII-I�IIII'I i:��ii: � 1 � � ���ii�IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII ��o�� �� D■■ii�■::iii•i■:i■:-i: 1' n I,- i i iii�inniiii • 11■■■1■ili■■li iiil■li■■■1■11 i1■■■1. 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V■■■, ■G■■■■-■■■■■i■■■■■■■-■■■i _.-___ .n■i■II■1■■■11■1■i■11■1■i■11■In■1. ...1 I11■■iIa11■■■1■Ili■i1■Ilioil■11■oil■11. •� ....Iiliioil■Ii■■■1■t■■■■1■1■■■■1i1■. ■■i. _ :.1■iiliil■i.I..t. .1..t...1..1...t..l...innoimlmmmmlmlmmm t. � _-■r■�nulunut■■■nnunm■unn■i■nol■inmunnlnnni■uunnnm ■■■ ■■1 nmu■umuunu_. ■m:nul■uran■uun■tn■■t■nu■uuun■n■■n■In■n■tunlnnm■uunnnl ■u■■n■Iu■n■Iuul iiiiGliiiiiGliiiiinii—Iunnmnnn■nn■■■un■■■n■In■u■Io■unnnrunumn■■nn■■■ MEN ■■N n■nm■■unn■nn -- - - 11■■■■t■t■■■■1■t■■■ol■i=■■I■t■■■in monomial onomi l ---- 11■iilii I■I IIii1■iiliil■n1ii1oil lision I minnl - °■mnu■mnmm� ■n1■i■11■ ■ iliiiiiii iiiitiii liiliiiiinmomilsimmollii ilium iiiinii -Rim 1■■1■1■n■i■Ii■■■1■1■■I ■In■■1■I■11 r1'lll'fi1,1, ,,,, ,�„ ._ .I.. s ■unn■unn■iniui 1onn11■1 „I, nuuil nnml ■ nomnnmmnnnl I■■■■Iriiii,m,mmm,m, u1 - ■,�■ =■■ -g lunmonmmum Imollpil unnu■■■■■.■■■.■■.nnnmm ���, nlnm■mnnnnnn 111 ��� nnn =loll m■nununnuoul nnn■■uu �,� nmonnlunuuoumnm mnnl■innl■nunm n■unnonnl■nul - ■■■',-m nunm■•-•• •-I■■I lu■1■■■II■ nnnnnmmnnnmm�nl innn■innt■unnn■I lt■l■imm�nt■inn ■■I unmu nol nnnl■1■n 1■■■nn■inul■i■nnunnl■n un■■nuumul■inm II ■nnumiuu■it■■ = -m ■1■tl■■■i - - ■■■ I■■■t■111■1 a■1■11■■i1■IIi■n■IIi■i1■IIi■i11 1■■■1■Il■r■t■11■■i1■11 1 I��II I■n■nt■n■nt■uinl = � I;—I■■ I■■n■I■■I imp I■un1u1■I 11■In■niln■i1■Iiuniui■iu11 ■III■1■■■■1■1■■■ililn■i i■■il■Iiui1■Iiui1■1 = I—II.=Im 11■■nlni ��" ■■i■1■■■IIIL__.__.-_JI■■1■■iliil■■i1oil■■i1■i1■■i1i■.-__.__.J■III■■I■■■1■■1■iiliil■iL.__.-__.__.-__._J------■1■■il■o1■o■1■1 III���III -i■1 II■o■1■n■ _II■■i■■■11■Iiiiil■Iiin1■liinl■Iiin1■1■■■■1■i■n■1■Iiiiil■Ii IIII■liiiil■Iiiiil■In■■1■1■■■■1■1■■■i1■1■■■olal■■n1■1■■■1 =loll - 1■■1■t■■■I f =, -�i11■In■11■1■i■11■1■i■11■1■■oil■i■nnn■■a11i1■i■IIiII■i■IIi1■i■11■1■i■11■1■i■11■In■11■In■11■1■■■11■1■■■11■1■■ nL_-.._.-_ar■li ■1■11■ul i:.S ■Ilioil■lu■i1■Ili■i1■Ilioil■IIui1■IIui1■110■1■Ili■i1■Ili■i1■Iu■i1■Ilioil■Ili■i1■11■■■1■Ili■i1■Ili■i1■Ilioil ■■■1■11■■■1■11■■ In11■1■■I oil ........... - 11ini1ili� IIIII_,�� I'II■i■Inl■iiliil■nu■In■1■■1■■■In1■Iloiloiilin■illliil■IIII■1■■■1■■1■■■i■■1■■■1■i1■ii1oil■■■1■■Inn■i1■oil■1 _.- __ - — II■■■1■■I■ ��1■Iiiiil■Iiiiil■liiiil■1■■■i1■1■■oil■1■iiil■1■■■■1■Ii_ I■■1■to■■I III—�� �■11■1■■■IIII■i■11■1■■■li■in■IIo1■u11■In■11■1■i■11■1-. - - - - - - - - r nmo■i Ilf'�. s �■mm�mn■n n■■nnumnn■ol■u■1 s..��, �•�-, s'�-,. a.-�-,. s-. go on noinimmmminisoms 'as- -., a.-�I„ s_�L,IN L> a � i—.� - ---- ---- 4,10 iuSri ■ l lirl■� .■loll innm Ion nnn■■mn■► .innuu■■■n. .■umm •noun■i. �:u■noln■■■g� -nmoolnl■nm. rinnnl■ui. i:olnnnn■■n_ nnnonl■n■■n\. �num �.; iinnln■nl■\ .:nnil■Iiml■nra i■i■Il■I■■■lI■I■o■na. �!um rri mnumnn■n\ - -- .nl.•-....-........-. ,.■■.■.■.■■.■■■.nrn■► ulrl ! 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FOR LANDING 4'CONC,SLAB ASPHALT ROOF SHINGLES Z)ZxIZ RIDGE 6X6 6/6 KKF Top 1/9OF SLAB CONCRETE FOOTING CONC.FOOTING, TYP. ON IO MIL.VAPOR RETARDER ST ON WW CDX SHEATHING / 1 TO RED 2x8 CEILING I5M BUILDING PAPER 2) 4 LVL JOISTS Ib'D.C. SECTION PITCH R-55 FOAM INSUL I ZxIO 16°O.. Z•2 P2IZ A B - ELOPE SLOPE to Z U W Q A...9 )I�yxll'�'`L ZxlO IB°O.. A_9 0 V �_ C _ / IZ GAS FIREPLACE w F RAFTER 5� - VENT THRU ROOF F I_l 5)2x12 u FLAT ROOF DECK SLOPE U Q CEILING II II II II II II II It II II II II ,II HEADER SLOPE SLOPE PITCH PITCH (�,� Q W II II II II II II II II II II II II I d) / 9•IZ 5•Z W V/ A `&� Z IL JOISTS 16.O.. II II II II II II II It It II II V� PITCH PITCH Wi SLOPE 'n 1\ //! u n 11 11 a u� a II I 11 11 u d / 12,12 IZ+IZ CR V4 §uw,-al U) / ZxlO IB'O.C_ ITCH A.9 II B4PPE11 SLOPE 1Zd2 Q Z IX FASCIA II II II II II II II II II II II II u} ALUMINUM GUTTER ✓ II II 11 II II II II II II II II II 1 PITCH I 16,1.2 O Z Z COR-A-VENT STRIP VENT SLOPE IZ,IZ PITCH (Z of Z W} 1X SOFFIT / R SLOPE PIZ 12 X iy_ RIDGE IX FRIEZE / o ® ® A��_I.� 9)I u11,4! LVL - SEAS DD.CLG. PITCH ¢yW I 7 _J O 93~ HEADER FLUSH v 1212 ajl FITCN , (V W _ Il9l6T 1 (� R-19 FOAM INSUL �° ¢¢u 2X6016'O.C. C « H a H B ® , K �PITCH pll41¢1' SLOPE 1/2'COX.SHEATHING « « l/Y GhID ` A.B u 942 L SLOPE S921Z SIDING *30 � ELLVS a 6/4'T"PLYWOOD SUB-P 0i p1202 PITCH GLUED AND NAILED, TYP PIBe7 F49QR____ RIDGE II IV Till 12,O.C. w PITCH PITCH q d 6ns FLARED SHINGLES DROPPED 1 �LLuuu l I2 �W'LEY 51`GAB P?RIEZPLACEG� 8 a�,�12 WI2X26 / I df VENTT TNRU ROOF Epa 2X&RIM JOIST_- STEEL BEAM \ FLARED eFIINGLE9 R11I IH 1ZX6 LL BILL w/SILL REALER PITCH p g ggg SLOPE u SLOPE , b UNFINISHED P�� w a Psi e,,z FF BASEMENT 9 12 m 6'COMPACTED FILL A_8 A•8 -- - -•-- _ PITCH K ~ ISPIn�IZ IZ12 1212 6/0 WWF TOP 1/5 OF /LN / SLOPE SLOPE ELOPE PITCH SLOPE G N 12,12 -1 M\1 1 O 10'THICK x 9'-10' / a I/Z'CON. PILLED .7102I 81-0PE _PIT SLOPE m v CONCRETE WALL ON STL LALLY COLUMN 76� O .(� CONTINU0118 20"xl0° 4'CONC, SLAB ON 5B'x56'.12'DP. /, Lo CONCRETE FOOTING ON 10 MIL. VAPOR RETARDER CON.FOOTING, TYP. �\ W iZOOF PLAN O 4 A.q A.7 3)IG16°LVL 4 / 2"16'O.C, RIDGE LAY-ON ROOF 1 wnxe 16•o.G q 2xb NAIL77A.q \ / 2x10 16°O.G 1i'S CEILING RIDGE LVL � JOISTS O.C. 2x8 CEILING 2 1 11111 LVL W J018T8 Ib'O. \ 12)1%llt)'LVL BEDROOM ii2 / TI8 3 A o 12 o / TIES 16'O.G B 12� c q,q 2x10 Ib•o.G � LA o � o n 3)2x12 / U) ¢ ~ II II II II II II II II 1 HEADER 2x10 DECK JOISTS Y ® \ w a a II II II II a II a II ` TAPERED TO S' 0 12 K U) 1- / ® ® •� u II FOR A II II I II II II 11 ROOF DECK « r II II I II II II II II 11 I / o` 12 M II II II II II II II 11 I « A.q II II I II II II II II II I f CONTINUOUS y� � � 11 11 II II II II II II I FLARED SHINGLES A « 9)1•IaAY, LVL r Q II`'TJI @'O.C. --�- -- -- -�'--u -�-�-- - q,q 1 STUDIO ` ATTIC FLOOR HEADER O II 1'III I 1 LVL GUEST BEDROOM II TJI Ii ® LVL b D > y4 It�.`'TJ1 16'O.C. HEADER LUSH 4 \ / 1 WT Z BEAM 1 \ G q•q �S v� YS OR -2 !' o DINING ROOM o b \ / � A.q a�ng BgE$az� _ - \ x x ® ® � aq z '�" �FI- r 3/4 TIG PL 8U6-FLOOR A.7 1\ / S5 � F��" �5 ® NAILED,TYP a ` " 10 U f ig &-m -(•}•�P_IR_ST_FLOOR_ b A 8 II7,.TJI 16 O.C. Y fi TJI 12"O.C. 11'v TJI 16'O.G v o / FLARED S14INGLED �Op Wi27426 WIOX26 / WIOX2i J d7. FLARED SHINGLES DROPPED DROPPED / 13 DROPPED �T• __ __GARAGE SLAB W W STEELBEAn STm BEAM STm BEAM NIOX26 A.7 BeroND STEEL BEAM UNFINISHED c I��Ex� 10•THICK x a'-S' BEYOND BASEMENTON CONCRETE WALL ON « CONTINUOUS 20'x10° CONTINUOUS 2O'xIO' le A.6 O43 / I2 CONCRETE FOOTING CONCRETE FOOTING � A.8 A.8 A.8 SECTION \ / o a•C TUBe STEEL a'x4'x.23'TUBE STEEL 1\ / \\I / ON 48'x4S'xl2'OP. / POST 0011IN Iffli 9 N CONE YP.FOOTING,T OONNW�k12'DP. / FROM RIDGE N- COFOOTING,TYP. RIDGE LVL ' IDGE SECTION B g A.q 4.LVL .6°O.)17p9 2x1O.C, N w 3 Q HEADCR IB,IaTH tt3 JJOISTS 16°CEILINGO.C. 9)til�'(,°L J 5 O V' A.7 W Q f_ B BEDROOM tit �� �� i i �� o BEDROOM #3 U Q Q II « a'TAG PLYWOOD SUB-FLOOR `f� I G_ED AND NAILED, TYP 2xt0 DECK JOISTS � IU N W d A.q 9)1°kxll;'LVL I -TAPERED To el HE DE 74'LVL / FOR ROOF DECK V, w 7 N_ HEADER FLUSH II HEADER FLUSFI .h Q Z SgCQN�_PbOy713_____ I A v D ZQ CANTILEVERED 24 11 TJI 12 O.G I I q_q z �Z Z. } 2xIO 16'O.C, — `a' _ 1 0 3 A S'x8'BOXED BEAMS 3r1x10 NDR J 0 l7} A.q ---- ENLY SPACED ;74Tj, ,61 TYP, U.N.O. _ (� O,G O e 2x o DR BR�$=ICFAST � �n� 2)2xl2 P.T. / 1 J TTP,U,N.O. HEADER \ III o 7 �u .OASTS 16GOC. DINING €f w IT C YA.8 9/4'TW PLYWOOD BUB-FLOOR I J- GWED AND NAILED, TYP 61z6'P.T.POST WRAPPED TO 12° '6`-8 11$•TJI Ib'O.G. / � g ' FIRST FLOOR I� � L s II°TREADSgg S E L--- -- s61�RISERS 6 A.q NEADER.T. \ / en OW en. 8 (3TP-/6R) yy SL1 B6 PiCT. W127Qi 1R1 oPPED wtmC26PKT. r�•€ � $ DROPPED aTeeL BeAn � A.8 CONTR'CTOR SHALL STEEL BEAM W1�6 BTm BEAM pel3�" MAINTAIN a8'MINIMUM DROPPED � `StlB� Ip6 FOOTING COJeRAGc�' § Tm sPAn UNFINISHED d 61 I9'fle,noR a•xa'x.28•TUBE STEEL BASEMENT lo'THICK x 9'-10° m _ --- - - 10°THICK x 4'-0' C ) __ - _ CONCReTE WALL ON CONC.WALL ON NOTE. MWMN 1.1 INUOUB 20'xl0' CON'T 20'x10• CONC. STAIRS TO HAVE ON 4D'x48'xl2'OP. CONCRETE FOOTING FOOTING 1=I'. -ADS IP coNc.FoarING, T . POST DN gRIS / m to'THICK x q'-10' 3 1n•CoNc,FILL® SECTION \ —/ m = \Q CONCRETE WALL ON STL.LA.LY COLUMN �` CONTINUOUS 201xl0' ON 56'ASWx12'OP. a'CONC.SLAB [ W CONCRETE FOOTING CONC.FOOTING, TYP. ON 10 nIL VAPOR RETARDER `/ w O RIDGE VENT ROLL VENT BIDING BEE ELEVATION �� TYPICAL ROOF NOTES 8EE DETAIL 4 O (R(IggDGE BOARD 'TYVEK'FbUBEWRAP MA7 VACTUR ARY BI 2t6 RAFTERS TYPICAL ROOF C c 1z'COX PLYWOOD NOTES ,t � a .P:e� Z � 2xb 0 16'O.C. O" N Q 0 Iba FELT PAPER ASPHALT ROOF SHINGLES \*A ZO 6 O • R-19 FOAM INSUL. D/S'COX PLYWOOD 0 f RAFTER VENT 4 54 CROWN MOLDING W a a i MIL.POLY VAPOR RETARD WHERE INBUL. �p y C U/ r P vv- 1 it-soF \4` STRIP VENT W � M G.W.B. 2IO RAPT IXIO TRIM F O I.CC PAWSNELF,FTD, C WINDOW ALUM.GUTTER o1g r �W g�y zZ�0iaz-� IxS PTO. (Jj-H- .$ TYPICAL RIDGE VENT DETAIL r sB '�>. 2 SCALE 1-1/2a • 1' rk� G 1 TYPICAL WALL DETAIL SCALE 1-1/2a 1' � W BEVELED ��� ���w' �s 3 TYPICAL RAGE CORNICE f2.4 RROWN�"° 8 SCALE 1-1/2a - 1' Oa 4 CROWN MOLDING W W o"�� Q 10 TRIM 0 WALL 16' O.C. T!s YVEK'NOUSENRAPcDxPLYWOODIDING BEE ELEVATION i� FRAME LINE CARRY MEMBRANE TO DOOR CUPOLA TRIM DETAIL BOTTOM OF OF DOOR, Ib'UP, . WHERE NO DODR. 5/4'PL7WD.BUDFLOOR SCALE I-V2° I'-O° ,X4 DECKING FINISH FLOOR FLOOR JOIST SLEEPERS R-50 FGL • EPOM ADHIRED INSULATION ROOFING MEMBRANE ZxB BOLTED N I 5/4'PLYWOOD TO FLANGE _J )11l Q Z ® w w°a Ca uul zlu ® § Z z tQz 2r10 DECK JOIST 9 Z Bl Z BEAM SIZES VARY BEAM SIZES VARY BEAM SIZES VARY PER TO Ba TA ED O F FOR ROOF DECK METAL FRAMING HANGER I _ TNRU-BOLTED 9)1 'x11'.LVL HEADER WELD O EACH BRACKET TO BM, SI ROOF DECK SILL IN FIRE ENCASE RATED BnSHEETROCX 5 SCALE 1-1/2" 2xS BOLTED B = TO FLANGE STEEL 'L' BRACKET EACH SIDE § � aa CONNECTIONS PER AISC g 6 1�1 STL. BM./BM. CONNECTION � � i JOIST TO STL. BM. CONNECTION tee,.I-�,-I,,-0• M OI O M O 0 co o � N Z r • W i� O � �l STRUCTURAL PIPE COLUMN OR+ 3 1/2 CONG. FILLED STL. COL. N TQ EXCEED 10 KIPS LOADING 'TYVEK°NOUSEWRAP I ORB IN HEIGHT, p BITUMINOUS JOINT FILLER, w GDx PLYWOOD 4" CONCRETE SLAB DINT SEL�A FLEXIBLE � W as I 2.6 1 16'O.C. 6 MIL, POLY VAPOR RETARDE ;EKAFLDC IA ° p o I ' I CONCRETE FOOTING I I S'-0'x9'-O°xl O SE PLATE I I i•xb°P.T.POST FOAM INSUL. ' � Uf CONTINUOUS TYPICAL WALL 6X6 6/6 WW , TOP 1/5 Z I I 6 MIL.POLY VAPOR RETARD OF SLAB NCHAIRS O I I N Q r I I K m r "I T4G PLYWD.SUBFLOOR MINUM FLASNING GLUE i NAIL TO JOISTS C M I I 1 I SIDING SEE ELEVATION d - --_-- THU BOLTS 0 4• =L4 KEBABS CONT Z—A TH WAYS (T"I'PIGAL LEDGER RIM JOIST OR DDL. PERIMETER d d aDBL 2.12 P.T. 1z•COX P.T.PLYWD. (IN ———J♦ — o——� 9 o KCARRYING BEAM BOTTOMZ G ——————- a Z ��- z-x NOTCH 6.6 POSTSVERIFY JOISTS SIZE i P.O.rcP 2.6 P.T.SILL II rc F •THRU BOLT BEAM--" SPACING ON FRAMING PLAN II 7/5 TJI (RECESS BOLTS) METAL FRAMING HANGER SILL SEALER 6/B'ANCHOR dOLTB 1%'O.C. Us p�y�j 6•x6'PT. POST IIO MIN.T Er®wncNr O �t3�o�����CI NOTCHED OUT FOR II uV3'xe'.I/4'fLATE WARNER bl U zrc z Iwrd'c i.,.GOUT BA BEAM •I I ° FILL i TAMP S'OUT FOR I I ° II 4 1"/PT. SLOPE. PROVIDE II • a•eP�M aIl_-- 1i2"BED O G-9 STO E - ll d a'e a�1'e ee ra,lm.,lwx4n MI (TYPICAL) ° -_4 _ " FOOTING PER PLAN - w CQ P. EXTEND 4'-0' 2•tm REBARS CONT. g Vw BELOW FINISHED GRADE i AROUND ALL OPENINGS - vma srn t (TYPICAL) ° e a FOUNDATION WALL a 4 ° DAMFRDDFING IIII ° E o 81g COLUMN FOOTING DETAIL C> K �I SCALE I-I/2° I'-0° zn� ff �Go —7�TYPICAL DECK ® SILL DETAIL TYPICAL SILL DETAIL .�� SCALEd 1/2"-I'-0" 0 SCALE 1-1/2" 1'-0" • COORD. DIM.W/ SIT.JT.FILLER, N •DOOR,jPENINCKEN TO 6' DOOR LocAT10N JOINT TOP°SEAFF LA T J �j GARAGE DOOR a a WWF 6X6 6/6, TOP 1/e Q Z SLAB ON CHAIRS DO NOT BACKPILL WALL SIT.1.FILLER, w OF Q F UNTIL CONCRETE HAS c of TOP OFF'W/FLEXIBLE 2•CIS REBAR 1'}�°xl "x�" 4'CONC.BLAB ATTAINED 7 P 4 BOTTOM N w Q N K CONT.• GALV.ANGLE w/R4 AND ARE PROPBEOM ; JOINT SEALANT W'^ o PERIMETER ANCHORS•S'-D" 6'COMPACTED - _ rWKF Q V/W L .: .; 6X6 6/6, TOP IA Z C.G.MAX. DO NOT BACKFILL WALL FlLL =IIII=11 I a.: OF SLAB ON CHAIRS w N UNTIL CONCRETE NAB . ..I'.' �0 Z 6 KWF ATTAINED 7 DAY STRENGTH ° • • • — — 2•$0 RESARS, CONT. .. 4'CONC.SLAB Z Z LTOP1//B OF SLAB AND SOYN TOP i BOTTOM TOP$BOTTOM ." Q ON CHAIRS OF WALL ARE PROPERLY r BERCURED. 1 ° .• I11=IIII .;,'I ... 6'COMPACTED of 3 III-1 I I=1 I° OVER TOP DOPING -1 I I I=111 I° FILL O 2•.S REBARS, CONT. FOOTING _=III i — M GM TOP•BOTTOM �L a 11j11111111111 I • 2X4 KEYWAY — Cd 11 A CARRY DAMPROOFING `4 d c FOOTING OP OF d — III ) III-111= 1=1=11—III »Y6 KEBABS, CONT, — I+ • § a• a a 2.o KEYWAY 11=I I—I 1=1 1=1 11 15I 1—I I I—I 2X4 KEYWAY — — =I I IEI I Ed I F IIII III III=III—III—I _ 4C y =1 ° I ' „ 1-01=1 11=1 11=1 I I —�— — — — — I1=1I I1=1I I I � �e a 2•a9 KEBABS, CONT. d • i 5a b KEBABS, CONT. • • L_°___ I I 111-1 I I-1 I=1 I III=1 I11=I11=IIII=11I I I III=1 I=11I I=11I=1 1= " a � �/\� \ � I=1 •a I=I I=1 I I=1 I I=IIII =IIII=IIII IIII-IIII-1 II-IIII II II-IIII-IIII-IIII � �� � a s � —1 I 1=1 —I IL I 1=1 III 1=1 III 1=1 m - �/\/i\%� %/\\\��\\i/�\ \\j\�j� /� 1=1I 1=1 Ell I=1I 1=1I I I I=1 1=1 11=1 11=1 11=1I Ig 6'COMP. FILL III=11 I_I I=I I I_I I=1 I=III III=III—III—III—Ijvp TYPICAL SLAB FOOTINGRai I �i n1GARAGE APRON DETAIL TYPICAL GARAGE SLAB FOOTING I'� BALE �° .\ I V SCALE 1-1/2" - 1'-0" I I G G G SCALE 1-1/2" I'-0" c < w 1 o m v o Co ai z r ' �• W O 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR Sth EDITION MA STATE BUILDING CODE 0 Z zz Y 6 W p O � a RAFTER O Ib' OL. o 2x6 OSL TOP PLATE O • � 41 d' O_• •r, w a I ,I;,,• � y ,a SIMP@ON SP6(20 GA.) eo H2.S O EA_ RAFTER of DBL TOP PLATE I/2'CDX 9NCATNINGJ CONTINUOUS HEADER p \ I I j O MULTIPLE OPENINGS � \ N I I I O \ ° TOP PLATE �:A Z 149ADER' 2x STUDS O 16" O.C. NAIL bd COMMON MCMD HEADER z of NAILS O B'O.G TO KING STUD FULL NGT.STUD n$6g ~ z� NOR UPLIFT STRAP yy(Syy ag$Z�+ 91MP90N STUD j I•j 2x STUDS O 16" O_G �j�� �zdz�F ", I I NAIL TOP PLATE _ a —J 2-S/a'ANCHOR BOLTS TO STM.OF NDR C) c w m PND (14 GA. PPLATEIV SILL j i BTM PLATE u✓S'xS°PLATE WASFIERS 2 ROWS 16d NAILS �lil A O CONNECTION �, pG J I O B'O_G a1xp�te $ Og SCALE.N.T.S. S/B° ANCHOR BOLTS O 36' O.G. col OPENING v ,E MIN. 7" EMBEDMENT w/B"xWxl/4° PLATE WASHER FOUNDATION RIM JOIST ° , II \\ 12 GA.ANCHORS TYP. i Jfh\\ w g E— if • LOOK JOISTS SILL PLATE a ARROW W I BRACIN � n • � SCALE,N.T.S. �Q� �zQ' G I I U S 8 H 1/21 cm. SHEATHING T D HEADERS S R' SILL PLATE TO TOP PLATE .• iy SCALE=N.T.S. SEE NAILING SCHEDULE -3/6° ANCHOR BOLTS O 96° O.C. z MIN. 7" EMBEDMENT S w/B'XS°xi/4" PLATE WASHER JOINT DESCRIPTION NUMBER OP NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS �j-SILL TO PLATE w/ SHEATHING ROOF FRAMING SCALE=N.T.S. w .tu Q BLOCKING TO RAFTER(TOE NAILED) 2-ad 2-IOd EACH END 0 U 1 E RIM BOARD TO RAFTER(END NAILED 2-16d 9-16d EACH ENDly Z WALL FRAMING Z Ul D~ TOP PLATES AT INTERSECTIONS(PACE NAILED) 4-16d 5-16d AT JOINTS Q 9�/�W g STUD TO STUD(PACE NAILED) 2-16d 2-16d 24"O.G. O W V/Z HEADER TO HEADER (FACE NAILED) 16d and 24"O.C. ALONG EDGES (0.0�w FLOOR FRAMING � Z JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-;Gd PER JOIST a BEAM t STRAP w Z W} BLOCKING TO JOIST (TOE NAILED) 2-ad 2-IOd EACH END y lu BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 6v S Z LSTA O EA. RAFTER � LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) B-16d 4-16d EACH JOIST o SIMPSON V (()' UI JOIST ON LEDGER TO BEAM(TOE NAILED) B-ad B-IOd PER JOIST p CSSQ66 (7 GA xS) DISTAN CE Z `�n W BAND JOIST TO JOIST (END NAILED) S-16d 4-16d PER JOIST 1,119151 BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D S-Ibd PER FOOT ROOF SHEATHINGWOOD STRUCTURAL PANELSRIDGE SEAMRAFTERS OR TRUSSES SPACED uP TO Ib°O.C. ad 10d 6° EDGE/6" FIELD °6II It • u- RAFTERS OR TRUSSES SPACED OVER 16' O.C. bd IOd 4° EDGE/6" FIELD OTE= IDGE STRAPS ARE NOT E GABLE ENDWALL RAKE OR RAKE TRUSS w/°GABLE OVERHANG Sd 10d 6' EDGE/6" FIELD ;�n i II •IO° REQUIRED WHEN COLLAR TIES OF a Sa G GABLE ENOWALL RAKE OR RAKE TRU99 w/STRUCTURAL bd IOd b° EDGE/6" FIELD Imo"�� I NOMINAL Ix6 OR 2x4 LUMBER 3 I$C OUTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS bd IOd 4° EDGE/4" FIELD q,,, THIRD OF THE ATTIC SPACE AND CEILING SHEATHING ajIT�A IEDaT�R 40 W USING y g �L61 �tl E is GYPSUM WALLBOARD Sd COOLERS - 7° EDGE/10' FIELD ^ E�• bS �qgI C l SIMPSON STRONG—TIE CBQ RID E BAND STRAP ,11! WALL SHEATHING SCALE NTS F B� gi WOOD STRUCTURAL PANELS SCALE=N,T.6. " STUDS SPACED UP TO 24°O.C. 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ROOPBRACING 10 MIN_ 7" EMBEDMENT A.2 w/3"x3°xl/4° PLATE WASHERr III I / YPI A RIDG E VENT DETAIL a ------- O.C. FIRST Two JOIST 9PAC p 2 En I I m R4 AICIS TYPICAL A.2 eePANE- SALUJ 0pU�=Q lrN zgW?7o1 gKNycSoc°'V goTW261D FOOTING COVERAGE BIDING BEE ELEVATION 'TYVEK°HOUSEWRAP 7 BACKFILIl W/CLEAN dN�cw > zpO`,qq`j��wm''�� vopU Wa"l o 1PACTDP COX PLYWOOD a _ O_-_____ 2"1 16"D.C.— RIDGE STRAPS HTYPICA GARAGE 7 — o Z� I 3'-O'er'-O' I . I I A2 �' ATYPICAL WALL DETAIL �c— o 8g D°CONC.I BLAB . ON 10 MI}VAPOR BARRIER I I SCALE I-1/2n I'_On O[x]�Z M. TWT261e TWT2616 ! I ______________ _____________I � � I I I I , I I w• I I GARAGE ES[LFOAB I I I I 2 A 2 A A A I I PITCH gR�pSPpppR.q I I q q Iilo 16°O.C. 10 16'O.G. 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'' .d. •'• ASgIALT ROOF SHINGLES O•C•MAX. OF WALL ARE PROPERLY f . •' p 6"6/6 WWF �.�. ~�i y,.•6 ,.:t:. :.L:t:i�:�i':�-" I.rl Z TOP I/D Q BLOB — : ��,_ `a" ,,�,+•.' Qt0" �Y rc '20 as mom", CONT. ii_ •.h,` '''i•:`�r•'�'•a 'c .Fly V'� TOP•801'TOI"1 I— •''' }^::�1:� �;.' I=PAN/SNELF.PTO. CAMW DAAMINGam TOP or ' ' :I•. CI FOOTING I `�� '.•n 1 .•, 2X4 KEYWAY ALUM.GUTTER d .O a d ;•:•.::": ,..:,.!,.. 2d KEYWAY V. a Ixe PTD. �"�a �fi� . •'S^ a•Ila RFaAAlUtB, CONT. • .I' )� C g�4 '•Y'i:'• w<l::w ��� � �S KxBa' d I I- x d a S F REDA 2•65 RS CONT.— — � m it±^ NW F 4"�• \ QQ Cl F I lm Y IC L RAKE It CORNICE d ".< ' I I 11 I 1 T T _ �� WALE 1-1/2' • 1'-0' to g g� 6'COMP•FILL rA YPICAL GARAGE SLAB I FOOTING Q 4 SCALE 1-1/2' - I'-& -' E-I 3 GARAGE APRON DETAIL x 9 SCALE 1-1/2' - I'-0' 2%6 DBL TOP PLATE I=> H SIMPSON Oft(2O GA.) RAFTER 1 16' O.G. 06o 142.5 B EA. RAFTER �8 HEADER ° TOP PLATE FULL HST.STUD JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ° STUD HDR UPLIFT STRAP COMMON NAILS BOX NAILS WINDOW SILL PLATE ROOF FRAMING O PLATE CONNECTION lU BLOCKING TO RAFTER(TOE NAILED) 2-Sd 2-IOd EACH END a y BCALE�N.T.B. II ow-4 E RIM BOARD TO RAFTER(END NAILED 2-16d a-Ibd EACH END II 1 Z LL1 1.1 OC ALL FRAMING I Q Cl 1 ` I I J (J OL TOP PLATES AT INTERSECTIONS(PACE NAILED) 4-16d 5-16d AT JOINTS el I DBL TOP PLATE STUD TO STUD(FACE NAILED) 2-16d 2-lid 24'O.C. I 11 .�,` IdN HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.C.ALONG EDGES I I I N w 7 fill FLOOR FRAMING IL v i 5/8' ANCHOR BOLT B 30 O. II O Z II pZ I MIN. 7 EMBEDMENT 11 JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED) 4-ed 4-lOd PER JOIST rlq l I ui/a'WA/4' PLATE WASHER Q Of Q BLOCKING TO JOIST(TOE NAILED) 2-ed 2-lOd EACH END 1'u I a/ Q-Z hi BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9-Ibd 4-16d EACH BLOCK I I 3 w I 1 2x STUDS O 16' O.C. U $ 5 Q03 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 5-16d 4-16d EACH JOIST el I I BCALla N.T.0. 0 N JOIST ON LEDGER TO SEAM(TOE NAILED) a-ed 9-IOd PER JOIST I I I I 0 4! BAND JOIST TO JOIST(END NAILED) 9-16d 4-16d PER JOIST 1 I IaI 2x STUDS 0 16' Q.C. �• BAND JOIST TO BILL OR TOP PLATE(TOE NAILED) 2-160, 3-16d PER FOOT I I I ROOF SHEATHING .I WOOD STRUCTURAL PANELS I In'COX SHEATHING CONTINUOUS HEADER RAFTERS OR TRUSSES SPACED UP TO 16'O.C. N IOd i' EDGE/i'FIELD -ITS `1 •MULTIPLE OPENINGS 1� RAFTERS OR TRUSSES SPACED OVER W O.C, ed lad 4'E02E/6'FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/°GABLE OVERHANG ed lod b•EDGE/6' FIELD jib i ¢¢ GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad lod b'EDGE/6' FIELD I SILL BEAM 6 STRAP 9 OUTLOOKERS _ I BILL PLATE pp g flfl33 GABLE ENDWALL RAKE OR RAKE SS B ad 1 4' EDGE/4'FIELD6✓ O e TRUSS W/LOOKOUT LOCKS lad I NAIL ed COMI"ION EXTEND NEADQt LSTA• EA. RAFTER R�d= CEILING S I 2'1' EIL G HEATHING NAILS•a oG TO KING STUD 6 CND GYPSUM WALLBOARD ad COOLERS - r ODGRAW FIELD DISTANCEIIII— NAIL TOP PLATE �1 �9 WALL SHEATHING 2-e1.ANCHOR�,� TO STM.OF NOR. , a w e'xa•PLATE WASHERS 2 ROWS I6d NAILS kd� �B WOOD STRUCTURAL PANELS •a•O.C. /, > STUDS SPACED UP TO 24'O.C. ed. _ -IOd- - 6' EDGEA2•FIELD .. - RIDGE BEAM to 1/2' CM SHEATHING V AND'W FIBERBOARD PANELS ad - a'EDGE/6'FIELD SILL PLATE TO TOP PLATE _ ,JII OPENING �, NOT15 Jy Jy'GYPSUM WALLBOARD ad COOLERS - 7'EDGRAO' FIELD SEE NAILING SCHEDULE FOUNDATION 11 a RIDGE STRAPS ARE NOT RICAUIFLOOR SHEATHING .: NNOMINrsAmIXG OR 2*4�T� of o o 1 D/N. ANCHOR BOLTS S 96' O.C. ... THIRD OF ARE LOCATED IN (ATTIC SPACE AND j PER WOOD STRUCTURAL PANELS MIN. S EMBEDMENT ATT NAILS EACH TE I'OR LESS ed IOd 6' EDGE/('FIELD W/a'%a'%I/4' PLATE WASHER � ATTAWED TO RAFTERS USING m N Z GREATER THAN I' lod Ube i• eDGE/61 FIELD O C S 891 TO LATE w/ SHEATHING qEND d ,0 Q BCAI.G N,T.0. SCALE.N.T.S. BC.ALG N.T.0. 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA. STATE BUILDING CODE DEEP OBSERVATION MOLE LOG Hole # 1 DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil Other Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.' Surface(in. USDA i ye ) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnflsl ° Gravel) IC) yt-v72"-12.p` C -1,t 4v Yid WtPei Shnco l2o`r 1101 C4 S.rvu«of )O Yt` �'/3 ZZ` ( oc«.� SOwQ !b `ft2 Sly I V ecAiwK Scwef )V 5� //d. r,✓A- .r q2= G4 v C 2 m.a°e t%:wu %AA i o er, 6X . I -7 2" Dcu use �cKaQ 1 O `t't2 S Sc=e� �t rr4CsW/",0 /y DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon DEEP OBSERVATION n Soil Texture. RVATION u soil color Soil HOLE LOG p Hole# Oth er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Depth from) Soil Horizon Soil Texture Soil Color Soil Other Co n tent °o r ve Surface(inn) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. CJ— f Cons' to is %Gr vel . a y"-- lZ`' ,q L o4,�,r SG•wo !0 YR 3/Z ' (00 C� i�Icct�w� Soul 16 `f It' ��iY tlt0 I yy' C Z De-tne Se.1.ky �17 9tQ - T�tl iyy"-/,?J� C 3 nne ct w.� sa„dl t o �t2 7/z — Al Cdc1r, 04wcevr DEEP OBSERVATION HOLE LOG Hole# 3 e Depth from Soil Horizon Soil Texture Soil Color Soil Other DEEP OBSERVATION HOLE LOG Hole# .3 Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Depth from Soil Horizon Soil Texture Soil Color Soil Other Consistency,° Gravel) Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° • a lit) /C o" C m e all i un Sum( 10 Y R 7/z. e •W' NO 4sr 06 S. / v_Zef e x /0 yre 4t/191 -- Y& Mee jkt,,�-( 1 U 4 R (-/y &Z — kz,"- 1r0 C3 T`Iy to Y�2 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other DEEP OBSERVATION HOLE LOG Hole# Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Depth from Soil Horizon Soil Texture Soil Color Soil Other i Consisteriev.%Gravel) Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten cy.°°Gravel) /l i� " m Stnrz.Q 'S /bS�=!G y� CS V►1 SAW k Sa4� l0 Y h I.ac I W r? 0 o � 2v � /y Y j Cz (Ae-GAu«i San.( to Yl� :Flood Insurance Rate Man; E Above 500 year flood boundary. No_ Yes Within 500 year boundary No 1r Yes �= Within 100 year flood boundary No ✓ Yes Denth of Naturally Occurrinz Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption.system? ZS If not,what is the depth of naturally occurring pervious material? Certification I certify that on A prr/ /"S' (date)1 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. j Signature Date fn /C // I\�SE262 2 � 0 2011- ozzlof, Q:H EALTI-l/W P/PERCFORM -- Y, BARTER NYE : E:r.ra.rn n.1.'+. � ,,,,' � •A y°..",i._ ... Y . i>r ENGINEERING & X. SURVEYING ., ,: . � r • s . 9 •. .. .,•- • r'�7 spa _ x I r r 4 it �. � Registered Professional Engineers .. : �. �,�,� ., � , , ._ • r�-~<,� and Land Surveyors I 1 mow. $ P « a ■ r .. ,r , ti �*i ��. w. . 78 North Street 3rd Floor . . ,., 1 GENERAL NOTES : .�(f �r Hyannis, Massachusetts 02601 . . . • _ 3 A w r » r t ! • • 4 r•r AT LOCHS ..''...r. ,, . .. ,, 1. THE IN►EM Of•.TENS PLAN IS TO DETAIL DOSTII� SITE CONDITIONS — �`°'+�+ 3F Phone 508 771 7502 i .. .. 5, M 4' • 7 Fax 508 7 176 22 �r 2. Locus AREA rs cotrPRrsED of . :,. . .-� -, . r .. .�-. • ;,f -°_. www.baxter n _.,. Ye BARNSTABLE ASSESSORS MAP 245 PARCEL 139 L , t 1 , •. _ a 4-<LOT 24 O LAND COURT PLAN 1569 D SHEI'T 2 OF 2 , _ _ STAMP STAMP °a ET TRs. ! `� .. . i � � CURRENT OWNER WM.LIAM F. 0•TOOLE, AL, 11� CERTIFICATE OF T11LE 186189 ma�yy..,,,, - - " rr 7" .� APPLK,ANT. MR. DIAVD BROWN w .-- 3 Je r 'ti: , s w• 1 .� • .' � I ..r♦- s �Pw�ry , Y 66 PAYSON ROND -� I I BElaIOMT MA 02478 rn ' w W cn 1 1 2� Scale Locus a , P . 021e 3. PRIMARY BENCHMARK . CORILL HOLE FOUND F EL 22.74 NGVD 6IS i�� � _ UMAI, Qy W 4. ) ZONING INFORMATION: RID-1 ?-Olt ,. ,� ; ZONE RC-1 N C� CURRENT MIPMAIUM ZONING REQUIREMENTS , 2 CONSULTANT o� � 4� MM. LOT FRONTAGE 20 ! 1>Q 0 2 FRONT YARD 30 N SIDE O RENT 0 M NMM LOT WIDTH 125 I , � J 4 HEK�'NT 30 ,MAXIMUM BUILDING _N y � Q O Q Y DISTRICTS: AP 3 100 OVERLAY CONSULTANT I .$ CO SU ro m : BENCHM ARK O w + ._Y CB H FNO /b A 1TRE SEARCH HAS NOT BEEN PERFORMED FOR THIS WE IF DETERMINED , 0 5 r N 2 8Y OTHE1tS. r n EL 22.74 TO 8E NECESSARY A TITLE SEARCH SHALL 8E PERFORMED NGVD 6, THE PROPERTY LJfE �FORANTION SHOWN`6 BASED ON CUAREM AVNLABIE RECORD 3 N�ORMAl10N OONSlS71VG OF PIANS AND DEIDS. CATCH U -LP 986 ,..,,. 08TMED FROM AN ON THE GROUi�O FEED BASIN THE EXISIMG FEATIAIES SHOIMI HETtEON WERE . � SL1lVEl'M1G ON WY 10 � 1 2011. PREPARED FOR . SIGN SURVEY PERFORMED BY BARTER NYE ENGNdEERNG 2r 4 PARCEL 018 ! a MAP25 x - N F I 1 A HIA N ANOR L. B S RT W. & ELE �> ROBE MI'.'David Brown 7. OOMIAQINIIY PANEL NUMBER: 250001 OOOB D JUI.Y Y, 1992 - _- _ As ZONE c.THIS AREA 2 FLOOD iNsuwwcE a� MAP DEFINES 66 Payson Road � W THE MAP 245 ARCEL 139 Y a, S' LOT 24 20 4 G � l Belmont MA OZ 78 a 40SFT. t ry s -350 Q a r . 0.80 ACRES t AL CONCERN. , 7 a _ SITE IS NOT WRHMV AN A.C.EC. AREA OF CRIIIGY. ENNIRONAIENIT PftOP06ED 24 �1. .. ( ) � f J w o,, RETAINING w o - �- ALL . .. .SITE 1S NOT NIRFNN AN AREA OF ESTNdA1ED HABRAT OF RARE WILOLF'E PER Sr ; NHE''SP MAP OCTOBER. 1 2006 "ESTIMATED HABITATS OF RARE WILDLIFE` .; FEGULATIONS 310 CMR 10. 4 FOR USE WITH THE MA WETLMIDS PROTECTION ACT , ._ 1 2006 _ AM A CERTFED VERNAL POOL PER NHESP MAP OCTOBETi ,1 r, � - �, SITE DOES NOT CONE � n v A , �CATCH TP � � , CERTIFIED VERNAL POOLS. N r Q BAST , b o � 4r w r A PRIORITY FNBITAr PER NHESP MAP oCTOBER 1 200e F w sr►E Is NOT WITHIN � cEs UNDER ., RARE SPECIES FOR SPECIES -� w 'PRIORITY HABITATS of �P b SPE'ClES AM REGULATIONS 321 CMR10 , �C/ b 1'F1E MAssACHUSErrs ENDANGERED r ( ) , w r O w WA ONE M GROJND TER RECHARGE APPROVED Z > SITE IS NOT WITHIN A STATE ? _ AREA PROTECTION J o -� 2 _. 0 d' r 10BOH 360-4.5 TP N A�ALTWATER ES7IAARY A OF OONiRDl1110 fS NOT WIiFiMd ZONE 12 SITE ( ) A N O , • 1 • 9 , 0 9. 11i1`IiY NFORWTION SHOWN HERON. _w :, 8 — _ THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1 .AND UTAJTY COMPANIES TO LOCATE � U T LEAST 72 HOURS PRIOR TD T TiON. THE LOCATION OF to ALL E)OSTNrG A THE STAR OF OONSTRUC , x TLITES, , �.2 N 4i 0 2 _ N APPROXMWTE I _ � E)QS1ArG I11�DERGROUND MYEIRASTRIIf.'TUR OONDUIS IMD LDS ARE SHOWN AN � UTILITIES, Li I - �. MAY ONLY WY NOT BE LMINTED TO THOSE SHOWN I'ERE/V MA HAVE'BEEN RESEARCiED BASED ON THE r / 0 O � .o O h <0 AVAtABLE I1111TY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE' FULLY RESF'ONS�.E FOR Z _ 21.� WHICH MAGHT TO LOCATE SAID _ o ANY AND ALL OAMNGES BE OCGSiON� BY TIE CONIRACTOR•S FAM'.I1RE I�FRASTRIllTTURE AND UTILITIES EXACTLY. F FEED CONDRIONS OFFERS FROM PLAN M+FORMA THE , _ TION. t _ J _... F- NOTFY THE Y-- _ CONTRACTOR SHALL ENGINEER MF'DIATEL FOR POSSDLE..REDE51G1�1. w� BENCHMARK. r , O r/ .: 12 HOLLY .. _ a w .- Ila / •� ._. _ w : �, • �1Fgo�_ XIMA wA LrVE SHOWN Mr GREEN MINES WAS TAKEN FROM SKETCH 6925 FOR tD � MAG NAIL SET T "°�D 28 CANOPY) APPRO lE TER bRNE r N s WATER ., ABUTTING LOT 25 HOUSE 100 AND SKETCH 2192 HOUSE 136 SFIOWINIG A TER EL 21.57 . ( ) ( f ) B J ... O f 0 _I NGVD i , - MAIN IN THIS AREA. r C` w 2 �\ 0 1 .Q 2 4 w PROVIDED BY NA MAY 1 2011 WFMCIi MOK,A1ES THE � GAS LINE II�FORAN110N AS TIOf�W, GRID ON 3 O� PROPOSED 4 , 2 MAIN FROM THE NORM STOPS 1 DUNES DRIVE AND FROM THE y , w a GAS COMING DOWN AT 00 GREEN T. O , RETAN�M�1f wAll tii i Q r � T 1 DUNES APPROXIMATE AND MUST BE MARKED BY w SOUTH'STOPS A 36 GREEN DRNE. THIS LINE IS APPRO , Q h �c� , a TP FlREPIT 'C � V T ! N !! O DIG—SAFE PRIOR TO ANY IXCA AWN A LOCHS. w , A O 0 i 01 1 i F 0 i INFORMATION PER FIELD O SURVEYNrG r` , OVERHEAD ELECTRIC LINE SURVEY BY BARTER NYE ENGINEERING 0 e 0 CONNECTIONS Y 11.1 HOUSE CONN S AR ON MAY 10 20 , O 2 O� � 1 I ON MAY 10 20 1. `ABUTTING PER MAP FRONDED BY NST ELECTRIC l 1 0 c N07 , J , 8 . u r n.I 1 . - O _ a Q 0 6 h ARE 027 MAP 245 C L -0- w N /� _ h W _ J i _ N F �b i NO OVERHEA D RE5 y � NA FORTU TO b _ y 'FRANK L. &. .MARE � aa, w. N M ftft s __ 40 , a 3 ;I r . U LP 986 �? 3 z i { � d O i a--------------------- - a m '� c_ � l'4 O , WATER PI T � �. 1 w 40, , e• o 5 OVERDID REQUIRED ; w h CONSTRUCTION NOTE — , (SEE !8 ri r,� I s• j N , v i I 20 3 ) w S ; I � i r MAP 245 PARCEL 019 �- 3 N F m i TR . CHAMBERLA IN, S _ WENDELL P. & PAULINE M. C o ti TRUST M RLA IN FAMILY. REALTY s ' 136 CHA E SHEET T EE TITLE ' ■ Se ti t - rn Plan Septic a cl h P Y 1 (. SHEET NO ; t 2 : c1no I DATE 1 011 .- 08 0 2 n 40 n. 20 0 20 r SCALE IN FEET SCALE - _ 1 20 ED BY: W ! DRAWN/DESIGN BY: MAI -CHECK SA c cv FILE. • ADD 11-022SP N C 20 B O.J O 11-022 r✓ 20 i BAXTER NYE r - ENGINEERING & CONSTRUCTION NOTES ,. SURVEYING -� 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE f WITH TITLE V OF THE STATE. SANITARY CODE DATED APRIL 21, 1 TYPICAL SYSTEM PROFILE 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY Registered Professional Engineers LOCAL RULES & REGULATIONS APPLICABLE. and Land Surveyors „ " NOT TO SCALE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 78 North Street 3rd 'Floor THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Hyannis, Massachusetts 02601 ...... WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. .: :.. Phone (508) 771-7502 3. WHEN CONSTRUCTION IS 'COMPLETED, PRIOR TO BACKFILLING, Fax - (508) 771-7622 -- SET ALL MANHOLE COVERS To 6` BELOW n MSH GRADE NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR - RISERS COVERS SHALL BE WATERTKHT WWW.baXter ny6.com do Pq TOP OF FOUNDATION = 22.6t INSPECTION. SET COVER TO 6 BELOW FNISH GRADE RISER & COVER SWILL BE WATERTIGHT „ - 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 STAMP S T A M P PVC. UNLESS OTHERWISE NOTED HEREIN. FINISHED RADE 0 TANK 22.0E FLNISH GRADE M 21.01 VA p1 M 9" (min) Cover PART TO + , » » ��p � �� 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, (C3AND/OR C4), „� 36 (max) Cover 9 (min) Coven OVER LFi1CI1G TRENCFI = 21.Ot �' FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING AE:p u� 3` MIN. 36" (max) Cover SYSTEM AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255. ••..., 9 (min) Cover „ .� .: . _ TO THE TOP ELEVATION OF THE SAS. Na 3o2t6 4` SCH 40 PVC 36" (max) Cover .30 4 �-INV OUT=20.0 » FIRST 2 (TO BE LEVEL) » MIN. F-4- SCH. 2"L er 1 8 tot 2 O,� GISTEP -� 40 PVC °�' / / 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN A INV IN = 18.8 1 " MIN. . NV OUT=18.5 Z' Peastone - LEM:HIWG IONA4 E LESS THAN 3 OF COVER. H 0 PVC TEE (SEE TABLE) ` SUMP - i • Hoop GAS BAFFLE INV IN = 17.8 : • _ / 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE .; ,.: INV OUT 17.6 ;., .. . .. :. ::.. .. ...: -rr. . .• .., 4 PVC GRINDER DISPOSALS. CONSULTANT » - REINFORCED CONCRETE 6 CRUSHED INV IN - 17.5 `` STONE BASE 6` CRUSHO 8. CAUTION,; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT - •� •'=���'��::� SFOW BASE 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL .•. - : - • :..•. . • , {. s ,. • : . . • EXISTING UTILITIES AT LEAST 72 HOURS BEFORE THE START OF M I ROJ I KIIIN BOX BOTTOM OF _ s MIN FIELD 15.5 CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT l t LOCATION -BOTH HORIZONTALLY AND VERTICALLY OF ALL EXISTING CONSULTANT 1,500 GALLON SEPTIC TANK No Groundwater Observed O Elev. 3.8 .UTILITIES BEFORE. THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY,,MAY NOT BE LI MITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS DENTL LKIUO DEPTH IN SEPM TANK DEPTH OF OUTLET TEE BELOW FLOW UK REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 4 FEET 14900 RESPONSIBLEFOR ANY AND ALL DAMAGES WHICH MIGHT BE 5 FEET 19 "ES OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE PREPARED FOR : 6 FEET 24 "ES UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN 7 FEET 29 INCHES 8 FEET 34 INCHES INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, Mr. David Brown VERIFY IN FIELD THE LOCATION INVERTS OF ELECTRIC GAS Payson Road TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 66 Pa y RT THE ENGINEERS TH PROPOSED INVERTS PER E EENG E S E R I Belmont, MA 02478 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. ' 6 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE FINISHED GRADE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPA NY. 36 MAX.-9 MIN. COMPACTED FILL . \ \ \ \ \ ...............:................:.................................................................... 2 OF PEA STONE ......... ..................... ....... ..... ... ....... .. .......... ......... DOl1BI.E WASHED d OR FILTER FABRIC 3 4 TO 1 1 2 I _N IN / / DST. LINE a 6 N CIN.IEC 330XL DOUBLE 2 EFFECTIVE DEPTH _ WASHED STONE . : 4 4P 4 42 50 , r , SECTION PLAN VIES PLASTIC LEA CHANG CHAMBER DETAIL X E CULTIC 330 L OR UAL H-20 Q ( ) NO SCALE N N SM LOW DATE 8/9/11 r.1 0 P-13 301 BARNSTABLE SOIL EVALUATOR. STEVE WILSON, P.E. BOARD OF HEALTH AGENT. _ ' w DONALD DESMARAIS, R.S. 0 p CL TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 . G.S.E. 19.9t Ow G.S.E. - 20.1 00 G.S.E. 20.5t on G.S.E. 20.0E � F _ 0 . O . 0 , 0 , v i a w 30 , 4 4 40 0 LEACI'WQ I�AREA REQSOffs • , I OYR 313 LOAMY SAND • 1 OYR 312 • 'LOAMY SAND • 10YR 312 LOAMY SAND 10YR 313 - LOAMY SAND °C N RESIDornAl. _ 5 BEDROOMS x 110 OM i12 12 120 10 TOTAL DESK;rI FLOW = 55D GPO GARBAGE GRINDER (NOT INCLUDED) - N/A B ; _IOYR 5/4 ; LOAMY SAND B ; 105YR 4/6 ; LOAMY SAND B ; 1OYR 4/4 ; LOAMY SAND B ; IOYR 5/4 ; LOAMY SAND z PERC RATE - c5 IK (CLASS 1) o_ LTAR - 0.74 GPD/S.F. 22' ': 28" 24" 20" 1&L£AC M AREA OF SAS. REOUftFD CL - 550 WD/ 0.74 WD/s.F - 744 IF. IIrL C1; 1OYR 5/6 MED. SAND C1 1; 1;; 10YR '5/8 ; MED. SAND C 1OYR 5/6 ; MED. SAND C 1OYR 5/6 ; MED. SAND - � � I PROPOSED SYSTEM: 6 CULTIC 330Jq. CIVA1BERS WRH 4 SMW ON ALL SIDES 42" 60" 46» cn W sloMALL A (�2' + 2'x2 - 248 IF. C2; IOYR 6/4 ; MED. SAND C2; IOYR 5/3 DENSE-SANDY C ; IOYR 6/4 ; MED. SAND C ; 10YR 5/4 ; MED. SAND o BOTMV AREA: (12' Y 503 - ew sr. TILL W/STONES 2 2 TOTAL AREA: 848 S.F. 6�8 S F x 0.74 GPD/S.F. _ 627 GPD 64" 144" 62" 65" w : 55D GPD x 200% _ 1100 GALLaH C ; 10YR 5 4 DENSE SAND C ; IOYR 7 2 ; MED. SAND C ; IOYR 5 8 ; DENSE SANDY C ; IOYR 5 3 DENSE SAND sEPTIc TANK smnG , 3 / 3 / 3 / 3 / o TILL W/STONES SCFE 72' 195" 110" 75' m IOM ELM" C ; IOYR 5/8 ; DENSE SAND C ; IOYR 7/2 ; MED. SAND C ; 10YR 5/8 ; DENSE SANDY o PROPOSED TOP OF FOUNDATION 22.6 4 4 4 z G SEWER INVERT AT HOUSE 20.0 TILL TILL W/STONES SEWER INVERT INTO SEPTIC TANK 18.8 120" 160" 105" SS H E E T T I T LL E uT; SEWER INVERT OUT OF SEP11C TANK 18.5 C5; 10YR 6/3 FINE MED. C5; 10YR 6/3 ; MED. SAND Septic S St@I'n Plan INVERT INTO DMMBU17ON BOX 17.8 SAND p y SO" INVERT OUT OF DISM&MON BOX 04 17.6 Detail Sheet r; 17.5 170 164 BOTTOM OF SAS, 15.5 NO GROUNDWATER OBSERVED To ELEVATION 3.8t NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED 0 EL 5.7t 0 EL 3.8t 0 EL 7.5t 0 EL 6.3t SHEET N O R I CERTIFY THAT IN APRN. 1"5, 1 HAVE PASSED THE SON. EVALUATOR EXAANNATAON APPROVED BY THE DEPAR MOLT OF ENVIRONMENTAL D A T E : 08/01/2011 PROTECTION AND THAT THE A30VE ANALYSIS WAS PERFORMED BY ME CONSISTENT WrTH THE REQUIRED TR INW, EXPERTISE AND D(PE 04CE DESCRIBED IN 310 CAIz 15.017. 20 0 20 40 SCALE IN FEET SIGNATURE - (jSE 2622) DATE_ !8' Est SCALE : 1"=20' DRAWN/DESIGN BY: MTM CHECKED BY: SAW JOB NO: 2011-022 C A D D FILE 2011-022SP.dwo