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HomeMy WebLinkAbout0009 TAWNY AVENUE - Health r� 9,e Tawnfy Ave Centerville A= 188-003-001 /// SMEAD Na Z-153WR UPC 12534 ■ "&Own • us&In wu OIFIOF D*'SR W.� f ' Massachusetts Department of Conservation and Recreation _. Office of Water Resources d26 44 TYPE OR PRINT ONLY Well Completion Report 1. WELL LOCATION GPS (Required) North West $L° Address at Well Location:-(A'-T'A 10 -1 A(s Property Owner/Client: Subdivision Name: Mailing Address: City/Town: - �01l (AIL City/Town: Assessors Map Assessors Loot#: NOTE: Assessors Map and Lot# mandatory if no street address avail ble 45 Board of Health permit obtained: Yes [ Not Required ❑ Permit Number�2021-0 ate Issued 2.WORK PERFORMED 3.WELL TYPE 4. DRILLING METHOD 6.CASING Overburden Bedrock From (ft) To (ft) Type Thickness Diameter Fol o as®o � R- ❑ ❑ o 4. ❑❑❑ 5.WELL LOG OVERBURDEN Water Loss or Drop in Extra ❑❑❑ LITHOLOGY Bearing Addition Drill Fast or Zone of Fluid Stem Slow 7,SCREEN From (ft) To (ft) Code Color Comment Drill Rate From (ft) To (ft) Type Slot Size Diameter 0. Y /of Y / N F /, l �r 1®® 11 oZ '/ d r Y / IIJI Y / N F / ❑❑❑ — t9 � ❑❑❑ - - Y ! N Y / N F / S 8.ANNULAR SEAL/FILTER PACK/ABANDONMENT MTL. Y / N Y / N F / S From(ft) To (ft) Material Description Purpose Y / N Y / N F / S ❑ ❑ Y / N YIN F / S El El I El El Y / N I Y / N F / S El El El El Y / N JY / N F / S ❑❑ ❑❑ WELL LOG BEDROCK Extra 9.SITE SKETCH Water Drop in Extra Visible Loss or #of LITHOLOGY BearingDrill Large Fast or Rust Addition Fractur g Slow From (ft) To (ft) Code Comment. Zone Stem Chips Drill Rate Staining of Fluid per foot Y / NY / NF / S Y / NY / N Y / N Y / N F / S Y / N Y / N Y / NYlN F / S Y / N Y / N Y / N Y / N F / S Y / N Y / N Y / N Y / N F / S Y / N Y / N Y / N Y / N F / S Y / N Y / N Y / NY / N F / S Y / N Y / N NI I Y / N Y / N F / S Y / N Y / N Y / N Y / N F / S Y / N Y / N 10.,WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) 11. STATIC WATER LEVEL(ALL WELLS) Yield Time Pumped Pumping Level Time to Recover Recovery Depth Below Date (GPM) (hrs&min) (Ft. BGS) (hrs&min) (R.BGS) Date Measured Ground Surface (ft) 12. PERMANENT PUMP(IF AVAILABLE) 13.ADDITIONAL WELL INFORMATION p Pump Description Horse pow, Developed/ N Fracture Enhancement Y / Pump Intake Depth (ft) Nominal Pump Capacity Wpm) Disinfected Ya N Surface Seal Type COMMENTS7 Total Well Depth Depth to Bedrock 15.WELL DRILLER'S STATEMENT This well was drilled, altered, and/or abandoned under my supervision, according to applicable rules and regulations,and this re e� is cam I nd confect to the best of my knowledge. Driller. /�-�� Supervising Driller Signature: Registration #: Firm: �i✓Date Com lete: Rig Permit#: a NOTE: Well Completion Reports must be feted by the registered well driller within 30 days of well completion. ENVIROTECH LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Jenkins&Son Well Drilling Location Address: PO Box 5 9 Tawny Ave S Orleans,MA Centerville 02662 Lab Number: DW-214469 Collected By: Pi Date Received: 09/13/21 Sample Type: Irrigation/new well Well Specs: (52x21) Location Source Date Collected Time Collected Comments A 09/13/21 7.00 Well Analysis Requested Units Recommended Limits Analysis Result Method Date Analyzed Analyzed By pH pH units 6.5-8.5 6.75 SM 4500-H-B 09/13/2021 SD Nitrite-N mg/L 1.00 <0.006 EPA 300.0 09/14/2021 SD _ Nitrate-N mg/L 10.0 5.80 EPA 300.0 09/14/2021 SD Total Iron mg/L 0.3 <0.01 EPA 200.7 09/23/2021 KB Manganese mg/L 0.05 0.110 EPA 200.7 09/23/2021 KB Calcium mg/L N/A 8.8 EPA 200.7 09/23/2021 KS Sodium Absorption Ratio 5.0 6.5 Calculation 09/23/2021 KB Electrical Conductivity Millimhos 0.25-0.75 0.26 Calculation 09/13/2021 SD TDS Irrigation mg/L 175-525 164 Calculation 09/13/2021 _ SD Total Coliform(Presence/Absence) Presenf/Absent Absent — A SM9223B 0_9/13/2021 SD @ 18:30 Sodium Irrigation _ mg/L 1000 33 EPA 200.7 09/23/2021 KB Specific Conductance Irrigation umhos/cm NA 256 EPA 120.1 09/13/2021 SD Magnesium mg/L N/A 3.5 EPA 200.7 09/23/2021 KB Comments: Nitrate level should be monitored periodically. Low pH indicates high corrosive characteristics. Over a lifetime,the EPA recommends that people drink water with manganese levels less than 0.3 mg/L and over the short term,EPA recommends that people limit their consumption of water with levels over 1.0 mg1L All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results. We certify that the following results are true and accurate to the best of our knowledge. Water meets EPA standards and Is suitable for drinking for parameters tested. Date 9/28/2021 Ronald J.Saari Laboratory Director BRL=Below Reportable Limits ".See Attached Page 1 of 1 oCertffrcation is not available for this analyte for potable water samples:. No. �'r�T'� Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYication for Vern Cow6truction J)ermtt Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: Location a cation-Addre Assessors Map and Parcel �15}LJ IE QQZ, Owner Address PD. TgV,- 5, �s Installer-Driller Address m /Ar � Type of Building Dwelling Other-Type of Building No. of Persons Type of Well n V Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of mpliance has been issued by the Board of Health. Signed ' ate Application Approved By Date Application Disapproved for the following reasons: Date Permit No. V� �'� Q / �j Issued Date ------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(Altered( ), or Repaired( ) by i"',1 Installer at maw LD?A.1 L has been installed in accordance wi h the provisions of the Town of Barnstable Board of Health Private Well.Protection Regulation as described in the application for Well Construction Permit No. Dated 19j THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No.1��Q�� �� ,� Fee BOARD OF HEALTH TOWN OF BARNSTABLE ' Zipprication jfor Yell Construction Permit Application is hereby made for a permit to Construct((i>); Alter( ), or Repair( ) an individual well at: r�-a Location-Address 1 Assessors Map and Parcel Owner t Address C•41�1.5 _ Installer-Driller Address WA va64,.� Type of Building Dwelling Other-Type of Building No. of Persons Type of Well Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed ...?al ---•-� l bate Application Approved By Date Application Disapproved for the following reasons: Date Permit No. c c�'� Q �/ Issued j 430) �)--•j Date --- --- — — -- ----- — ..—_—_---- ..b... ---- ------.---- 4t4 BOARD OF TOWN OF BARNSTABLE Certificate of Compliance Vl THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by Installer N at I.�f!_� -AUK, has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.i�/ -"0 cl q Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vern Construction Permit No. Fee / Permission is hereby granted to G �� t�S ,�t,'�.k. Di2 i LA Installer to Construct Alter( ), or Repair( an individual well at: No. Y Street ,as shown on the application for a Well Construction Permit No. Dated Date 1341 Approved By TOWN OF BARNSTABLE OP �A///3 LOCATION v4vt SEWAGE# 'ZV/,,- —/Pf— VILLAGE ASSESSOR'S MAP&PARCEL f a0 00 INSTALLER'S NAME&PHONE NO. ,.� (� .�ur n. L SU y,3--�k-0 30 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ,3 , 52 L.e. (size) 33 NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: /1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on �/` site or within 200 feet of leaching facility) /PST Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leach' facility) Feet FURNISHED BY S. C � . � b b � . `�� r� `` , . INVERT ELEVATIONS: DESIGN CRITERIA: GENERAL NOTES: lZ I 121 Y PROF I L E: LOCUS MAP SOIL TEST PIT OATAS A rA WAey ,VZ/e 0 J 0 ........ A J A . ................... .......... ............ c C/ jst, 0 -I-, _-'-DRAINAGE ------OR EASEMENr . .......... ... ............... A A .......... .... ........................ ........ ..Va. ........... ...... 4w-A..,4- C/L c I as ---------------- LOT I 49 0 7— SITE PLAN OF LAND BARNSTABLE. fcENrERVILLE, MA ROBBIE OUR EAGLE: SURVEYING . I NC A 12-21 FIELD: rAW MC IQ No. Oo 12 l O 'y f Fee _5 Op THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLAtion for Bisposal 6pstrm Construction i9Prmit Application for a Permit to Construct(✓Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.ZoAl- 7 y 14V-�- Qkyner's Name,A dress,and Tel.No. Assessor's Map/Parcel mq � . eul 003-00 J`3 l c.- Lh. 034w14 Installer's Name,Address,and Tel.No. Dgsi ner's Name,Address,and Tel.No. r.� Type of Building: Dwelling No.of Bedrooms V Lot Size �� a�0 sq.ft. Garbage Grinder(0) Other Type of Building eysly1nL No.of Persons Showers ) Cafeteria( ) Other Fixtures Design Flow(min.required) Vy® gpd Design flow provided_ ��y gpd Plan Date �!� Number of sheets Revision Date Title j Size of Septic Tank /5--00 Type of S.A.S. 3—sw ° Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure thntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th and t to place the system in operation until a Certificate of Compliance has been issued by this Board�H& Si ed Date Vj i Zo rZ Application Approved by Date /Z Application Disapproved Date for the following reasons Permit No. ZQ1Z- 1 00 Date Issued 8 Zo 1Z_ No. I� { 8�n• ... -.o, P °; Fee .. THE COMMONW9ALTH OF MASSACHUSETTS En erect in computer: ti PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes i ftPYication for bisposal ffiPstem (tonstruction Permit " Application for a Permit tb C nstruct(t/�Repair( ) Upgrade;( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No.zo/l Tay 4� Owner'siName,Address,and Tel.No. i . Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Rd..� :�a6t✓� � p,,. C- Trc .'� . � Gc+��c Stern f«r < ,. Zvi t -os 344 1v l i Type of Building: ' Dwelling No.of Bedrooms 7 Lot Size 6 D sq.ft. Garbage Grinder Q-)) Other Type of Building �ut�,„e No.of Persons Showers(�) Cafeteria( ) Other Fixtures Design Flow(min.required) 4W gpd Design flow provided gpd i Plan Date Off-2- Number of sheets Revision Date Title 'r�c ` Size of Septic Tank /"p Type of S.A.S. Description of Soil 6�/ z I i Nature of Repairs or Alterations(Answer when applicable) i ' Date last inspected: Agreement: The undersigned agrees to ensure the constructi and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ental ode and japt to place the system in operation until a Certificate of Compliance has been issued by this Board Qff,Hea th. Signed / " Date d Z Application Approved by Date i Application Disapproved Date for the following reasons a Permit No. Z-0 I Z Date Issued 6 4 u a___ ---------------------------------- ----------------------------- ---------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Vf Repaired( ) Upgraded( ) Abandoned( )by at r ,,L,7,� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.70fZ- 1 a5 dated 4 4/7 o1"L- Installer ,;� • CD t^ M Designer #bedrooms 4 Approved design flow q y U gpd The issuance of this permit shall no be construed as a guarantee that the system will function sdesid. Date !J Inspector III / - - - -------------------------- - - ----------------- ------ - - - No. 70(Z — Fee 45-000 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS i Disposal 6pstem Construction Vermit Permission is hereby granted to Construct( V/ Repair( ) Upgrade( ) Abandon( ) System located at / 2 'j= :7p A J KU and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to triply with Title 5 and the following local provisions or special conditions. Provided:Con truction must be completed within three years of the date of this permit. B 2 o t�-- Date Approved by r Town of Barnstable ' Re 1.gu story Services Thomas F. Geiler,Director KAM. s�aweraeia, • p� Publi . eIth Division Thomas McKean,Director 200.Main Street,Hyannis,Mil 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: . rr �� /.?- Sewage Permif# Assessor's MaplParcel l P� 6&3-0" 1 Designner: 5 � :f � , Installer: G.. Address: QZ3 AvdPC ea Address: C.-?Y Gazll 41Cs w�01_ On was issued a permit to install a. ( te} (installer) I septic system at -rALO N of k&A. based on a design drawn by (address) "!Z—��N -� /� • . } dated if to 2,0 i-L (designer) _1z, certify that the septic system referenced above was installed substantially accordin to the design, according which may include Honor approved changes such as.lateral zelocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with-major changes ('.e. greaten than 10' latest 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. (In i staller's Si e), i £P 44y'TM1r ' Designer's Signature} (Affix Desi er s`S{tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFYCATE' OF COMPLIANCE -WILL NOT-BED ISSUED UNTIL BOTH.THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. .: - Q:\Septic\Designer Certifcation.Fonn Revised.doc 2 Our,Robert&Meredith 9 Tawny Ave - CONTRACT Customer Name Centerville,MA 02632 _ Customer Signature SKETCH Contract Date 508-775-3227-508-221-2434 _ Sales Representative Signatu ATTACHMENT Customer Phon — / • 508-509-4051 Contract Price 0, �6S 5 ' , I 2 ] A S B x *+•:.9•�•:IB:..11,,.;..12...._77-.Y14, ,15..®19, 7.,»«•,iB2y...19,,..,,20,,..21�-.�.21•_.,,,x]y s.7!-„y._25,,..,,2__27 29 29 ]B_,_81 32 51.:.9�, 29 73..,.71 ] J9 .�0 1 �8 61 Sx 5] SS 6B 5] BB 59 EO I 4z ' I I ' ! I I I. i e I GjG I I . I , I I I i i a' {. � I. i i ,# .. � � .i �. I l I�� �`' �I i. ._I• I I I I ' , to ._. -. ._.._._- I .. ' _ 1 1 12 I 13 14 A. . I : I : I i I � I I I f I I I I ` : ..I i I Is J 1. —,� ' . I I I I i I : I i 21.....i_. I ! I ..I I _-j I.. I Ia("-' I ,•.lYi i t ! I I 1 i .' i._. i i ! 2z I . ' I• -- - I• -I-- I. ' 23 za x5 . 0 Q i ' 27 _V i.._. i .. `I... I ...-I ...I _.,.. I_. 4. I ' I I � - i I ,-.., Ixe � I I .:�. 1;+1�-�i.+�l^"'+I•"`�-i,...-i j..,.,.j...- 1 .-...I. I' _ _..._. ; ...._ 1 1... _ .. - -- � i i._. � i -- -- ! 7 Al I. xB , .. �. i� i 20 71 32 ' I 34 NOTES' /�If yi„��,( ��7L 'Each box equals one loot unless otherwise noted.This sketch Is a good faith representation of the work to be done,it is understood that all dimensions [[L (lw//ii+ri�lro derived from this sketch are approximate,and that all locations of outlets,light fixtures,plugs,jacks and/or switches are subject to change if necessary. Town of Barnstable P tt Department of Health,Safety,and Environmental Services Of Ise Public Health Division Date / $ 367 Main Street,Hyannis MA 02601 • ennNeTABM MAM °lfnraxt" Date Scheduled �� �o�— Time l Fee Pd. lJ Soil Suitability Assessment for Sewage Disposal Performed By: A Witnessed By: � LOCATION & GENERAL INFORMATION Location Address 1 Ti4zc� ` Owner's Name wi <i�Al H-4—C c-&—r � iP-�e✓ 7— ��"��re—„� Address Assessor's Map/Parcel: l gg/o 0 3- c,o/ Engineer's Name NEW CONSTRUCTION REPAIR Telephone# .S_u9 -_t)6-7 1 e�I t Land Use Slopes(%) Surface Stones .y a Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way SD i- ' R Property Line /U n Other II SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) AJ ZZ v Ln d�2. e\3 011 rn T7 Parent material(geologic) 67>77—"-1 A5 N Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION T EASONAL HIGH WATER TABLE Method Used: P6 A � ��C peg �Ttti`�7 Depth Observed standing in obs.hole: in. Depth to soil mottles: 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 7 L Aate Tiittc Observation f 2 Hole# / Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak K L 1; Rate Min./Inch GZ �Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original Public Health Division Observation Hole Data To Be Completed on Back---j Copy: Applicant DEEP OBSERVATION HOLE LOG Hole# _ Depth liom Soil Horizon Soil fexitire Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-° Gravel) DEEP OBSERVATION HOLE LOG Hole# "Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. onsistenc % vel i DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistenev.% ravel j 1t,Yam'/A G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulderes. Con.0vel1gy,%Gravel) `f 7. S Flood Insurance Rat a Man: Above 500 year flood boundary No— Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ` " If not,what is the depth of naturally occurring perviou s material? Certification I certify that on /t tYL'N (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,pp rtise and experience described in 310 CMR 15.017. Signature - Date ;t G z-'Z r Y , 6 _ 3 TU in 1A1- FH]llffillM IHHI DTI+ l t _ J Ti. ME -T ® ® � JL drawn to om°f�knt°Wh edoa hese�an�were _f _ r FN" CAPE COD HOME DESIGN r� L 1 -'-'' �TT IL i 1 bu ders spesrf'caUons and any changes made to FMAII 1 -T - 'I-11 RE51DENilAL HOAfE DESGN ,� them after pour arc made well be done at the - If?—1 L-- 5--+-!•- - f-`* -� , 4 ovner9 and/or bu'Wees add Uonal al Pe and RENOVATION DE51GN Jay�capecodhomedeslgh.net " _ 'f lT T —�-'� ]l`7 :- r pony Y Ya ENERGYCALC'5 e5 bit The Contractor mall verif II -� J_ J Tri ,I�ii 1 J. T �_�__L dimensions and ensclosed drawings Lape 9un Cod Fla 1 i A— 4 LL_ Hame Design snot fable for errore on e' KITC EN DESIGN ap odour des gn ne (1 J r L 'T �I _ ''--'��} ��7� - ,� - w•IeWCGon has oe 110 m hCHECKL15T 5TRUCTURAL DE51GN (508)�74,56 Wh Ic every effort has I,—made In the c tion of the t°avo d mistakes,the 3D VIEWS(IN i.A EXT.) I l- pr pare pan. makercan not guarantee against human error. PHOTOKEALf5TICKEN0EK(NG5 The contractor must check all dimensions and other details onorto conatrueGon and be solehj reap°na161e th"`af"r. AREA FOOTAGE FIN15H FLOOR AREA 5QUARE FT. r ) DO NOT SCALE THE F4Nf5HED BA5EMENT AREA N/A DRAWINGS 15T FLOOR AREA 1653 2NO FLOOR AREA 1040 NERAL NOTES TOTAL FINl5H FLOOR AREA SQ FT 2723 GARAGE 576 `. :ALLKtlR THE TO CO THE LATEST ADOPTED COVERED PORCH-FRONT 102 rR51pJ OFTHE MA&fiLDINGDING CODE(EDITON 5)AND ANYCOUNTYORTWON51JILDINGREOUIP.EMENT5. DECK 679 U Q 2 WRITTENolMEN51ONHAVEPP.ECEDENCE0VER5CALED C ' wMENsloas-oo Nnr MISC.AREA N/A G 5 DESIGN LOADS: T•rni F . CEILINGS 25pef rH ------- oFF, PAGE INDEX ------------ -- IIII FLDOR E IIII I ? STNRS 40 psf III SALEDM2s 4oPsf 1 TITLE PAGE W IIII ? 4:IWML510N(MR-19REQUIREMEMS SEER%$CHECK) 2 FOUNDATION PLAN&VIEW W 1 IIInI 5. FLOORS R-SO O 11 CEILING R3B 'I S WERIOR TGHA 5TRUENING566EARINGWALL 3 FLOOR PLANS&WINDOW SCHEDULE IIII I ' OPENINGS TO HAVE STWLTURAL NEApERS. IIII & P S5'FIRE OpESHEE P.OKIN510EGARAGE 4 CROSS SECTIONS&3D OVERVIEWS CHOU5E. Pq e Ilu I T EACH 5EUROOM i0 HAVE A MIMMUM MNDOIY —1 -------- —_ - OPENINC-OF-5Q FT.WTHA MIN.CLEAROPENINGOF 5 ALL ELEVATIONS W --- -1 -------- --------- 10----- 27.24•IN DMER pP.EGTON AND A SILL HEIGHT LE55 Inn [_' IIII THAN—OFF THE FLOOR 6 110 mph WIND ZONE DETAILS ��JJ IIII U ALLTUBOR5HOWERERE LC *.2E5IF GLAZED ARE TO ® �-1 USE TEMPEDSAFETTGLALNG. W I 13 ALL-FRiER10RWIN ARETOBE DOUSLEG—SIO 7 P4 ( T 4 -- - " 1NTH A U VALUEOF LE55 THAN 30. W • - - 1D ALL EXTERIOR D00R5 ARE TO BE SOLID 002E WITH 8 IIII I 1' WEATHERSTRIPPING. III ELECT CON NECTALLSMOKEDETECTORSTO HOUSE 9 •' - - IIIIII ; WtLALEANYONY5TEMAND(NTEY—EACSOUND,T J ®- VRiENANYONEISTRIP AIREYNTSC.I 50UN0. 10 111I A AI`EtI E COMBUSTION AIR FLAM M'/SLREEN)FOR ANY APPLIANCE WITH AN OPEN FLAME. BATHROGAIS AND MTCHEHS ARE TO SE YEMED TO DATE OF. . ®. .. .® THE OIf(SIDE WTfH AMINIMUM OF THE FOLLOIMNG QI&C 11 �+. FEET PER JTCHEN CAPACT': ; -4.-. ...... ........ .....,.., _ �I 4TCHEN t00INTERMITTENT 12 (�� FINAL — ' 25-CONTINUOUS Q �0 SATH 5O-INTERMITTENT 13 - O V/ ISSUE SE-ONTINWUS 14 FOOTINGS ARE TO SEAR ON UNDITALE A IO STE LEYEI501E _ Q �/��/y 2 •.....:•s.,. - .-.:a. a.�-.+.,+i y.. OEVOIDOFANYAINT NITHEM IALSANEFTHDELOWTFTEDA5 1 t r REQUIREp TO MNNTNN THE RE(v11RED DEPTH BELOW THE 14 W , p FINAL GRADE 501L BEARING PRESSURE A55UMED TO BE 15 a. WuC 2 Oo px Q G _ 15 if ]51) UEDESIGN LLUESARETOBEAMINIMUMOF 6 O DATE PRINTED LISTED VoA5F MAi FOo5W. 16 BASEMENT SLA85 2500 pai RnGs n�`5 Soo w 17 = 4/13/2012 I ALLY ofNXNT LTINTHCONCRETETOBE iH FRE55URETREATED.11 WATERPROOFSASEMENTWALL5BEFORE 19 SCALE \ I I &BEAMPOCKET51NC01KRETETOHAYEV2'NREPACE UNLESS AT EIDE5 ANp ENDSWRHAMINIMUMOFS•BEAR1,L5 2O z OTHERWISE ' 19 5ASEMENT5TOHAV£ANA--ORYUT(ODOROR 21 Q NOTED W n I I I I � 0 y-� r ITI p^/��L,Apr �-( TH15 5TRUCTURE 15 LOCATED IN A 110 mph EXPO50RE CATEGORY 18"AREA.TH15 5TRUCTURE 5HALL 5E m =' a I I I I TILE PAGE NOT TO SCALE CON5TRUCTED IN COMPLIANCE`WITH THE.SMERICAN FOREST AMC)PAPER ASSOCIATION WOOD FRAME CONSTRUCTION Z U l3 J� MANUAL FOR ONE AND TWO FAMILY DWELLINGS.110 mph EXP05URE"B"WILL USE THE COMMONWEALTH OF MA55ACHU5 ETT5 VERSION OF THE CHECKLIST PER(780 CMR 5301.2.1.1 DESIGN CRITERIA).THIS STRUCTURE 15 AL50 Q -- —————— .--.� —————— REQUIRED TO MEET THE PROVISIONS OF(750 CMR TABLE 5301.2.1.2 WINDBORNE DEBRIS PROTECTION) Q PAGE# _ e 56 6.4,: — — — — — 4 I 0 e — -- - --- --- --- — — -- -- — — — .t � ' 29 In I I I 4 —I .101,MUD CD CONCRETE FOUNDATION ^ " CRAWL�•SP ACE - I . .CONCTE II I 16'xt0°POUTED CONCRETE FOOTING 7DUST COVER F O5 TOP I b . BEAM POCKET- -'W8 135TEEL�I-BE _ hgM1x5 deep '.�„ to _- o i ;j I r- — -------=--- — --- -- -- — -- --- �NI . 1 I I o a B AMP0 - I ' ° °.. �. tf2" - i =I 11 I. hyM1 x s"deep POUREO: - I I I: CONGRETEFOUNDATION I ? `FULL HEIGHT f3A5EMENT coricRsrE FOOTING: 'v.') v SCHEOULE - I -I ( I 3.1/2'PON,=FILLED 40 PIPE COLUMN �I"y 812'M1'M1x5" I I; LALLYCOLUMN.. BEAM POCKET-�Ilz' + --- i — 7 - : ,: 6" - ;4-11/2,. - N Foundation overview - I I I I: L- -- - 1 ✓x246EELf'BEAM _ I I I A W 6X18 ate'.. 36"x 36.12'POURED - 54°x 54"x 1Z'POURED 54"'x 54"x.12"POURED :.f 5 CONCRETFLALLYCOLUMN CONCRETE LALLY COLUMN PAD CONCRETE LALLY COLUMN PAD _ w/N5 REBAR EACH DIRECTION w/S5 REBAR EACN DIRECTION q' PAD ,. 3 U2 CONCRETE FILLED L —I LALLY COLUMN:' '�, I ..I .®11�. — — — BEAM POMET / 3 i f--- ..'—1 '�.. WHx13 EEL I-SEAMY hlghx5°deep �. - ,LALLY COLUMN: / { "q F - ' J ALLE cc -.I. CRAWLSPAGE' I off_ .. �_':, waxlaSrEEL16EAMY.' , -- — W �? I S I w5rcovER I I.� �. ,.:, 1 'I oE:c I I I;:,: '. I _I,. =o•I '.� f - —.------ =-j � I � I � ;;I f; I W Ia F=.3 r I TOP. I L _ .I I s I T 36 36 2 '_i 3EAM PoaET f" I m' e7, - DF°.F$W g :POUP•E000nG'ETE 61/4°vndcx8 0 6 _ � - t;ALIY CALUIeN PAO_ V2'MgM1x5"dxp 3G"x36x11"POURED CONCRETE LALLY COLUMN - PAP J — -- 7� — — i. WW1 - I 6 04 U CONCRETE FOUNDATION w. ... I I 16"a10"POURED - ' CONCRETE FOOi1NG I � f Y I I 5LAB5LOPED TO'.' N ...OVERHEAD DOORS: DATE OF I . I i Z I I a p (3 FINAL: I 0 fA .:.'ISSU.EI ' tJ 3/11/12: aw DATE PRINTED 3/11/2012 I I R4AaIs', SCALE'` .. —————— - .� ,.,_' --- _—_— PAcKENLt -'. z:' UNLESS .. .. tee° a' N " 1'Foundation `f ,. or 1/4" 1' 62 Z q- 1. -PAGE. ar F. i-; _. 20 3!4., I 12'-?I,4,. . 6.27/6' 3'-9118" 6$7/9' - T-45!?6 9'-0?/16^ 6'-t14" o-51i2" - wINWw.SGHEDULE O � �/ I • El co .51E WIDM MEIGHI' JC. tEM ERE RI N - co E MANUFAGTURER-WNW I I/fvl✓ I 3 P 2 OAW.24:V 24Vd". 2-J8"X245/B .:i AWN NC A21 AN E25EN N I 4 OAW'2b 3/8" 24 V8" 87/8'Y.2A5/8 AWNING A-251 ANDERSEN ... 12 1 3035AW'36" 40314' .h 12 X41-.V4: •9WNIIJC A:-5 - ANDERSEN i ,�;a:a - 2- 1 3241DN-:375f8 487/8'. WVD"X48 !8" :'DDUBLE WNG"3D31D-AN ERSE - COVERED PORCH I 4 1 649vH 41`B 5G /8" 421/&'%%]/ IqU LEHI IDER5EN G). 7 2 2420AY/�283/8 24 V 2878%245.' AWII NC :1.P 1 ERSEN'- .. - co S Pl 7 2 3241Ri 37518' 487/e' I8"%487l8 DDUBLEHING: 310 ANDERSEN 5 DINING ROOM �y I 3 Window.-Schedule o. wl9q „ N 1J zs --. K,2s �'I IIII COVERED'PORCH $ - �-� I IIII I . ie�t4erJTS 4 - - - N G FI�GL t i✓T �i u s m N 4 IIII M TE� o m N FAMILY ROOM &oP.wu4��kx ?eQ..eso AT - - ®IIII B XK,xS �aa'wl �ov�,a6g. use:aw`_ . - _I IIII _ RO L ss nw� ------ — -- — I '� . ----- ----- — --- - �� IFNOT O-Lti>~2'a. {m{� KITCHEN `3j1�"9i?L� �I W iG1G 2G =Ok.' I IIII A . m m 42 —Shy tw.^y.:,d?.i cld V "�-w"1 m ---- -- -- �-----=— -. .. to � -. ——4� — ——— � � � ,. �, � Illl�ls,v.•s,a•iw. ,..I,. m �,FM--ttt3Lmt+'��uetzTlucc-`gee^rp++*r� per' � - � �,�a"�,`, �\�� - �..�7.1/4 1 t I IIII i'� t K a "7 rz vs I '� aw � -` PANTRY:.SHELVES I-103/4 lyi_O�;/¢ .-' .. - _� .. � ;. .� •� It'�` I $ ;; .. - _. � .. .�.a�.. C � A>ESl • �..:: Lr`,UNDRY g � IIII ;el. 40 co 3v� POWDER W.I.C. m. 7 3/4" 6-2 1/2 W.. 1_m ROOM c Q //���... I ,. �> .. v. 0.`Jl..' n iv I xl' - 4 1/"- i/" 4-`V::" m ^�?- - s,zss.- pl 4'-31/5 -.3'-51/8" 3'-111/2". 2'..' 56 5 2. ��3'-5 9 a - y OFFICE e fsxix .,x � �. s I HALLWAY N mcr 3r s m T.... �:�Y. � .�- •,....., G BATH:. a:. s N k CO REDPORG j IS . Iv 2 CAR GARAGE I q I B OM°#2 BEpR00M# S I : r_ lb 1l4'2'-1'3/4. f-10" 2'-7�;/2': -y-�:. c� 1 1 5 EDRO ' 3_?U' 2'S" I ':lJl + - 2S I o- BEDROOM#2 { — -- -- I s---------------=----- DATE OF N i FINAL zs. --- st _ O cn ISSUE r--- ------ V.-.w ( . I qK BEDROOM#3 f�) W. 3/11/12 I I I VIr I I I a DATE PRINTED �oa5�,j13/dYll/41,. m I I L(urvrlov`nar� I mli ys 3F n 7 _ SCALE _ � ----- _ 4-1 Z UNLESS' �. . } z'�THERW I$E 2'a vs za I/s 2 a 3 s a 7!s z v5 z-2vs s Al NOTED.. .� '.:24' - •: -. :!. :: - � � � 15'-2.3/4 _T;;: .:2 N3 91CY!: . �. 6 i V$"� - � � 0:�. T$1!8" o m Wa,f 7 U.: ,1 2nd Flo,o:r - ,1/4 1 .. 3 1 st Floor -.114 = 1 o. WIVA nE9052'PG— 12• 2.etFWNGJasrse Vol iY:(tt F•_�.r.S nnnnnnonn —�/..:L¢-'f�?..i..� v.S..Ci..Yl.a,nI.TZR..+.?15 n CEM1Ky 3) !nme P.♦.,.E h-.i .,.s,.:or..t.... _e.�x++o� �.� fs)ibe-.svr-.gsrsoi6•o.c 12•. 00 III LI e r M 1:, .,.s�f 1.�.,.0 T.r.,r rn.,snf.a.�. P.;i L'2' X,nr n �� lumEx AiLeEuwv w.E.ts �xasrsoa ac —,.:�.,c.Jv__..,.rs*i co L co co O.B T-T wn.»sreELl eEr.P � 1 1 � JI �I 2XBrrtA1E0N5IEELIBFnMS 11�2xgvrvLAiEP,wLSrE[lt�Ewuis .`� ,„t M ,...,,.,.,.,. `; ..F.....tt.acA.,s II rrB.t95rEEl CFnM 'I Wen2e BiEFL DEA�n VJ. ...L.. V ' a 9tE CCx.SECUL'.u.LUU L,L--�3 VCSti+ERRE L -1 II ICE,xccun�E��RcenR F_,LhnRECrgH L!.. _..nF _ .,... Cross A - 1/4" = 1' Cross B - 1/4" = 1' z1 w cr �, =, e .,h m SS s ✓'r r..rG">z`�.�'rS� ® 14 ���,,J1J1 m �. R1 �• `Z - 5(jI �``\ y .�- _ .;«sue„i l 12, 1n W pq U �. �D..rE X slREcwcsl�rwa a... DATE OF (� FINAL O N ISSUE V W W G 3/13/12 a w U pOT DATE PRINTED 4/13/2012 Cross C - 1/4" = 1' Fs � SCALE p p . UNLESS ❑�� •+ z OTHERWISE 0 NOTED � w 1/4" 1' 0 m w 3 3 ¢ 3 PAGE# r °° (MJ � LQ 00 111 Front Elevation - 1/4" = 1' 1 yr , � L Y`r Rear Elevation - 1/4" = 1' Lu r u r � ,r. � � w ❑ m ' m ® w ¢ - ® ® ❑ ® � ® i -y-.. `-•7--,�� . ', Z DATE OF C (5 FINAL :.I- U005 w ISSUE - r Left Elevation - 1/4" = 1' - r r' w C 3/13/12 - -- ; - a w C) Q DATE PRINTED 4/13/2012 r s ® ® ® ®r r "_� _u_, rr, r � UNLESS h � z OTHERWISE ¢ NOTED O 0 0 1/4" = 1' o IF z N w Right Elevation - 1/4" = 1' 3 5 PAGE# KMG SND(5) \ DOABLE TOP PLATE 5HEATHIN6 FILLER IF NEEDED OPTION CEILING JOISTS a ROOF TRUSSES HEADER �� yr DOUBLE SIII ,S,T,o�Rwl re1H , (TYPICAL)p 161 O.G. _`_ SMGLE SILL PUTE aau�e4L rt �_16d SINKER NV LZ IN 2 ROl•L5 IALK 5N0(5) ` @ 5-O.C. 1 X35TRAPPING 16'O.C. -- �-.. SIL PLATE 1000 LB.HEADE0.T0-14GK- "-Ff"'-""-- '�T Fi" i! ---STUD STRAP ON BOTH SIDES OF OPENING(SIMPSON STRAP rv.DRw50-m Na5 a LSTA24) -d'O.L.GTKv:EREO� o B t`^QUIREHENTS AT EALN END OP HEADER I= HEADER SFAX(FT) MIYD4UM . HEADER SIZE {IEWMSN D9� UPLIFT(LB.) LATERN.hB.) } ¢ Lo 2J Is XE M.IN LOADEEARING _-MINIMUM OF 2X4 2-2.\9 1 2TT i32 syz co_ '. 2-2x4 2 416 198 I 6)T co 4 2-2.4 2 5.4 264 g C _ _ _ 1/16"MIN.THILKNE55 5 2-2x4 3 6 33O 4o f v —Y`COD STRULTVRAL F.aNEI SHEATHING b 2-2x6 3 &31 3?b T 2.2.0 3 9T0 462 8 2-2x 12 3 1,708 528 4 3-2X10 3 1,241 534 9LOCK ALL ENV BAYS WITH 2X4 10 3-2x 12 9 1,385 660 - " _____t- 7 . __ _'-__'___ll_________ll______._.J BLOCKALLENMAXIMUMO.C. 1/ 4-2x10 4 1.524 l26 _________ _PT5_.rL�c____________ S 04b- • WFCM GUILE-TABLES ,';�"`:�w51� 51DE ELEVATION TABLE 9 — LOAD n ;xASNE�IMN.5�1AIs�- CEILING BLOCKING DETAIL BEARING CHART {� MIN.6°x 1111V HEADER .....-..... ...." .:: .. NOT TO SCALE CONTINUOUS DO NOT ERCAK FASTEN 5HEATHI16-O - HEApER)NITNEJI-OMMOM1 TABLE 2 — GENERAL NAILS IN 3'LRID PATTf RN AS __ _ �v1' OFTION qL SHOWN ANDS OL IN ALL gy 7�7 SCHEDULE T 5iNGLE5ILL vY - FRAMING(STUpS AND SILLS) - NAILING SCHEDULE �q c GOUBLE SILL +LG v, &F SrtLPUTEi ui (T"P) PLATE _ �} TOPPLAT JOINT DESCRIPTION CNUMBER Of OMMON NAILS Box muNAuSPAUHG ONE-STORYWSP DETAILFOK ION LB.HEADER-TO-JALI.- cDNr!Num 1ai GOMENNED UPLIFT3.SHEAF. STUD STRAP ON BOTH SIDES RE'UIREO ROOF FRAMING OF OPENING(TYP)-(INSTALL SIDE E ELEVATION LEVATION SIMPS ON-'"'-- BLOCKING iO W.FTER ITOE NAILED) ]-N ]-,OE FALNfND SIDE ELE`/ATION-SIMPSON RIM BOARprc RAfreR(FNDwvte0) 3IM EACH Er:D ��///�� STRAP L5TA24) _ - - WALL FRAMING L NIIN.(3)2'X4'(TYP.) TOP P:I.TES aT MTERS OH5(fALE`UxLED) d 5- AT JOIXTE MAXIMUM HEGHT OFYV.LL HEADERT na¢Em ONEADER(F.- tba'� tW� To aE 1D -�- FLOOR FRAMING Te eftG RDe"noE NaLEm Flbw - -1. ftJ nT .- E:OLRrvbTOJ05T(TOERA-0) Z-M 2- IFPANEL51LILEISNEiOEOIi"'� EACHENv _;�=_•ter+_,r++,r+ +r-may+r DECK BLOCKING DETAIL SHALLOLLURYllTHIN24•oF EW—..TwP1 ORTOPI—EERO LEES) B-� FALNBDLK w 'Mip-HEIGHT.BLOGCING 15 NOi GER ST -O m ''5Qa Q NOT TO SCALE REGpIRED .1E1ON1ff G TDE ED) 104 1E. OiST CC PAM nOf-f1A4.�D)N 9-BO PER JOIST ' L BAND JOIST TO JOIST FEND-H-ED) 5-:ba I. PER JOET SMGLs s.L 07710NP.1. BAND JOIST TO NLL OR TOP P—E(TOE-NA.¢ED) 1-1. PER FOOT PLATE DWIXE s¢l )u MIN.1CT.BASED ON 6 1_ truttlma nnr! HEGHT roruDTHR 0 ROOF 5HFATHING FiO N FOR E.WM%.0 16`MN. YIOOD Bitp1GNRAL PANELS _ RAFTERi OR TRJ49E55PALED UP TO f5'OL. B4 NMI EDGfro FEEDLu —ER50R T—EE5 EPA——R 1104 BE 1. EDGE 11F1LD •�' '�R •�_a � ® Y�GAELF END..,.L vae OR RAKE TRuO--LE ovERNAN MWASH RXte4" U'E GWTtOOKERS LFAKE CR RAKE TRUSS FLS R•LTURAL ib 1. b'EDG=_)6•FELD Ik�d THE LAST H VE BLO EVERY END MUST HAVE BLOCKING AT GABLE ERDw RAKE OR RAKE Tw-rsS rNJDKwrsLaus x I'EDG 4'O' (2)5/b"ANCHOR BCLT A MAXIMUM OF gB•O.C. PER SECTION \ EMaEDDED MINIMUM CEILING SHEATHINGpq OF T IN CONCRETE GYPSUM PULLEOARD 90 COOLERS - - pq FOUNDATION PER _, OUTSIDE ELEVATION WALL SHEATHING '• 4 F.--� CODE(TYP) -- J•L__J __J•L__J•L---Ij ___L- ® z YLODD 9TRt1LNFN.PANELS ______________________ IMPORTANTGODS HOMES • ONLY FOR USE ON HOMES nRH FULLY SHEATHED 5rvO95PALED UP iO Zd•OL. m 104 b"EDGE„T FELD PLY/VOOOOR05B EXTERIOR%+ALES.PER IRG ----------------_- - u R60210.5. ,O'bYPiUN'rNLLE0Mp5 94 COOLERS DGF/1J•FlELD APA DETAIL OF NARROW WALL I FLOOR 5HEATHING BRACING — NOT TO SCALE �`09 R GT RALPANE B 1"OR LE55 14A b'EDGE IIY FIELD 4 sF Z DATE OF " O FINAL O to ISSUE n (> Lu LL! 3113/12 IL W. Q 00 DATE PRINTED t` ------ — 4/29/2012 — .. SCALE UNLESS z OTHERWISE y NOTED � � w w e e OFTI(NJA1 A '•SINGLE S¢L OLVBIE SILL 5nd'ac �P,AIE ,,,,,� S..GGDfDN04x01E5.1n,..l,. F_ O 0 1/4" = 9' TWO-STORY185PDETAIL FOR } 0 COMBINED UPLIFT&SHEAR m a Z cai Q 3 tr PAQ LEGEND Lwpb Memtror Beams -A-Lba,ae.seam, Joist hanget slaaLee4e4conmmon �•'a•e•40•^•^cs^'I �_ REVISIONS: BY: 1?die.cuff Nl 1 ala-van•1am u..r n•m I.e�u°r�' ommnae.nr4-lao�rs a.e..a.,er,s'+wa.i► Bearing Wall Below 11m vane / rex.e.nax`n•a maa,rse ��� �mlaawm _ <m:�ap ,r. r4•tam�.nrcoa �1e4 eom mm. \ I L_B ea rin_g W_all__A Do ve rY_oW< w(n0na)m___ ' l-a• _ load 9•aln amm, ea Non-Bearing Wall Below ma , ......._.._'..ass Non_Seartn Wall Above Ab \ - • Rl oe'm.«�Ini,�`..w.w.��ee:nm.i'a:°M Ial weaanvn m.s.W=a memeer mlmtacaa on Duff Bice,. --) pwu ___ fhp winces maYmbme¢aee 5Y 15X bamw-be0 el a0 ton ane mMeeleae. nf'(eve mtla \/ 9 Yo"b mq aY 359G krnm-snow,00la wnen eem MlarW IV eaT Post Below Post Above wmaa mse•wt. LVL Beam Multiple Member Connection atn Bolt Mufti le Member Connection Nail Attachment End in Panels at Interior Beari Post Load Transfer Board LVL Header Opening Exterior End Wall Support ® O /F'r'" N.T.S. F49 N.T.S. 1� N. RimT.S. F13• N.T.S. F08 N.T.S. N.T.S. F19 N.T.S. Post Above&Below Shop alrew4,gs,lyplaal"emit a l tr lag plan,.—tilamo bvwlmuoa procedure,an"anh Idantffleagon marts,shall be wbrnhtW Iw ap,v 1 by e,a ,lrolect a.anitou arrar>engineer. P.aact euaneem a-1 IeagB aae tins responsianty o/the emebectw. g Contractor b to v fj all beams ' err")oleo at Melr camel toatlonR nle Boor system(14we4 LVL)are ' deaignod M Moor bads oNy. Root tads from raft a b—IM, LVL,for rim..I deck zdt d enl loralions aM beam,mast bear—eate - BLK1_ SLKi a Ift err"mt !A walla with 6saabp s ,;M through to a fooeng.Any 1]12 raor t­ cant"by the floor aysterlr moat be—Imitate"on are bmrllrg ytn eubrr111te"to—rvr takeoff. Product to be atwwl,hmgle"erM a InaNlt"In eecer"aoee wi81 _ '_ . LK1 - ' 1 DR] �I I' B_LK7 I {I 6LK1 F ® I�� DR9 N I1 BLK1 I W LL $U(1= DR$ J W W U. Q W>W '1Fam no SUlMule-Nominalned Z W O? I DB1 © -Tag my Product Length ~ 1 1 9.12"AJSG 140 APG 38'0' 1 1 1 1 1 1 1 1 1 1 1 I BLK, ' ® Ii 4 4 4 4 4 4 - ,slFbor-Ai, 2 14 9-12"AJS®140APG ma" F _ 2"?AJSVMWG 3 1 9-1 $0140APG 30'(r - 18'OCS III C5 L3 J L J L J L J j 4 6 9-12"AJS0140 APG 26,0' Bi 2) i U(1 I 5 5 9-,?AJS6140 APG 29 0' O eLK1._ IT- I 6 14 9-12'AJS®140 APG 1010' tat Fbor 2 2 2 2 2 21 2 2 2' 14 7 6 9-12'AJS®140 APG 6'P Acce y Schedule _ H Tag CRYMnlRaclumr Product Desmptbn_ 6 2 13/4- x&?1 VERSA-IAM®2.03100SP 30'0' N2 2 SimpsonStmV-Tie.1— HHUS410 _ - 9 1 I-Wx 8-12-VERSA-LAMG2.03100 SP 270' 10 1 1-314'x 9-1?VERSA-LAM®2.0 3100 SP 14'0'_ H5 5 SimpsonSbong-Tia,Inc. IUS256/9.5 111 , 1-3I4'x&1?VERSA-LAM®2.03,OO SP 10'0' I 14 ' I LKi 1 I I - - -- - -- __ - -_-_ LKi -112 = -= - -- B3 = __ to '1 _= g2 = -_ -- _ _ - I 12 2 ,-3/4'x9-1?VERSA-LAM®2.a 3100 BP 6'0' �� Y ' ] ] ] ] ] ' SLK, _ 1 BLK1 ' 13 1 1.3W.9-12'VERSA4AM,D2.03100 SP 4'0' 13 B 14"1 4 1-3x9-1?VERSAIAM®2.03100 SP 14'(' __ _ _ __ __ _ _ __ __ _ 1 -L. . -- _ _ - I 82 4 13/4"x9-,?VERSA-LAM®2.03700 SP 8'0" Y 14 6 6 8 - -- - ' 83 , 1.3/4'x412'VERSA-LAM82.03100SP So" V BLK7 = ij I; �SLKI I 081 1 Steel Beam 48'0" v I ' Dal z steel Baal 2B o• , ' -- -d E-TF-BEF-A r-fl--R- - -- -14 083 1 Steel Beam t60' BLK7 BLK 9-12'AJS®140 APG 150 0' 14 TL 1-118'x B-1?BC RIM BOARD^'OSB So, I I J m 2 i I m o m 4 0 2 O N C)m w 3 u� O m W to I I i BC FRAMER®3.0 1 SCALE: 1/4"=V-0" DATE: 3/22/2012 \� 1st Floor FILE: Our Residence.bcf 1/4 if /4if = 1'-011 DWG: SHEET: 1/2 ist Saved Date:3/22/2012 3:45 PM REVISIONS: BY Jobt It LEGEND Mnbteinbefa Mxnee yem5m Deena agtu SIde Iced.cc n 6eb Lome4 n 12•Cb.6ot(b) 1V•Ven 4^^' ova as^arslM P.r ti� mWu.mx%=1s9 nba Beariig Wall Below JI I I F---_ry/1 flee Rl _ 1r_y.c T-mtsahede«um,ntmn P«m BeAlgWagAbove rl I! o(led)2 x Non-BearYg Wall Below l lo.e amp, rHey)mbnem. \ zW�Xn•yrem\mlmd�+tler�ha n Non Beading Wall Above __ 6hwW�ee-V- uloll o»i;a"��im�mm"ei a'd 'en eemena m.bm ma.. NN vaXesm De Mrm)e00 5%tvemv- 1X_ me.VYn9m L__________-, / WwmWrhO pNow. \ w r+ leetl nmtar and merdelma. ,�a1•ceabls m"b ar�y 512AI br«n-ems nova xlen pullrlpe velsa-Lem Post Beim Post Above e,ayty xey„ty,,,, LVL beam Mufti to Member Connection Bolt Multiple Member Connection Nail - Attachment at End Ing Panels at Interior Bearing Post Load Transfer Rim Board /F. \ LVL Header Opening ,�,y Exterior End Wall Support N.— shop Nawlr,es.typical deralb Post Above&Below arW rraming pima,outiinirp Installaeon precedueee eM:N _ ___________ WmOBUNon—de,,abe8 ______________________________________________________________________________________________________________T1 submitted for approval by ms ' 1 i ll v .M t—mienswee 8,e rem—fiellity of em conbaotor. 1 I Contractor Is W e.fy all beams � ; 1 I arM lwera N tbNr atract leeatlana. I ____________________________________ 1 1 The Boer system tHalsR t.Vl)m I I I daslyr,W for floor lost oNy. I 1 1 1 Raor leads hem reft) brachM I 1 and beams must boar on oxtMor 1 1 1 I wells mM IntMor Melia WIM bairine 9b! re,tlp, y.My reef batty c—d"by 1M Neer syetem . DRBi i r atral ro e footle 2ntlFlosr-A1 i 1 museMso bdleatM on tlr M1ambg &12'AIS®140 APG Dg5(3) 16-OcS III I 1 I L4 Product to be stored,handled aed 1 I I I Inafallml M accordance wlel DB43 5 R4 manuracturafa reco,nmaeWaeena l i Il f l f T f i f l f l f i f l f l f i r l r T f l r l fL _ -- _ _ _ ii _ _ _ -- _ -- -- - --082(3)---------1 I 1 II 1 1 t II II 1 1 1 I I i I I B�I�I3) I beating wale supporting a cicelli 0 I 1 2 1 2 2 2 2 2 2 _=2---2--2--2--2--11 1 _ _ _ 1' F LU ZWp 'I W LL LU 1 S 1 I II 1 ; �J WIILL'JLL 1 I I t I I I l7 Q LL'7 W 1 I I $ 1 Z W F tJ L J L J L J L J L J L J L J I. L I C J I I L J L J L L J L J L_J L J J L J L J L J L J L J L J L L J L J 1 m 1 1 1 B7 ' W Oz n�31 f i r l r l r i f T! l f�f i r i f l r 'I f l f f l f i f T f l T�ST r l f r T ! l f i f i f 1 D03(3) g~ B4 ) DR1 IL 812) B12) BlI(3) I 11 1 1 1 1 1 1 1 1ILI ' 1 1 7 1I 11 51POR5______________ 11IRoof - - -- - - - - 1/411 = 11-011 1 I 1 I I 1 I 1 ; I I I R7 D81(3) Io Fbw I Framing Schedule-Nominalixed I 1 T19 Oty Pdedua Length 1 1 38 9.12'PJse140 APG 1 1 2 15 9-12"AJS9/40APG 12'O' ; 1 I 3 2 9-12'AJSt9140 PPG 10P 4 5 9.12'AlSA 14 0 APG 60' 1 �n 1 81 10 13M'x9.1r2"VERSA-LAMS 2.03100 SP 14'0' v O Q L B2 2 1314'x912'VERS14lAMOZ03100SP IV 0' m 00,at - 83 2 13Wx9-12•VERS44AMV2.03100SP S'0' U IDLL O de a B4 6 1314'x9.1WVERSA-LAM®2.03100SP go- 1 1 85 2 13M'x&12'VERSA-lAM®2.03100 SP 70' 0 m� m m " W 2 13/4'x 11-7/ VERSA{AM®2.03100 SP 2VP r2 2 87 1 Steel Beam 46 P - And 1por y Schedule Steel Beam/ St Beam 22'0' i 1 2dd Ft a ; Tag Oy /Aenu,lecbiner Protluct Deycdptpn 281 3 I-W4.9-V2"VERSA4ANO.03100 SP 14'0" H1 2 SimpecnSimngl-a Ida HGUSS.50110 D82 3 13/4"x9-12'VFJ25A{Abl®2.03100SP 60" BC FRAMER®3.0 1 D133 3 13W'x9-1?VFRSA{AM®2.03100SP 60• SCALE: 1/4"=1'-0" ---------------------------------------------I H2 6 Slmpaan Socdg Tns,bc MHUStlO ' H3 15 Slmp—SbMg-Tb,lac. HU310 084 3 13W 11-716'VERSM.AM®2.03100SP 14'0' DATE: 322/2012 144 1 Unspedfled HU0410 085 3 13/4'x 11-7/6"VERSA-LAIA®2.03100 SP 10P BY: be H6 70 Simpson StmngYle,ln0. IUS2.5619.5 5- 1 1-VB'x 9-12"BC RIM BOARD-OSB WO" FILE: OLir Residenmbd 2nd Floor DWG: - 1/411 — 1 1-011 SHEET 2/2 ist Saved Date:3/22/2012 3:45 PM Ytl 1W: now J r�Rm-mmmw Immm.i rA WN, AVENve 6T i 1 � � N DRAINAGE `E_ASEMEN1 Z L NO MAP 188 ' PCL. 03 N Q 55.0'f O 66.5'1 CONCRETE a FOUNDATION 1:O.F.=102.9' ao co LOT 1 N 49,859t S.F. W J (1.14t AC.) L 3 0 MAP 188 r PCL. 173 r MAP 188 PCL. 174 CERTIFIED PLOT PLAN LOCUS LOT 1 TAWNEY AVENUE BARNSTABLE (CENTERVILLE), MA RF . - PLAN BOOK 572 PAGE 87 _ �yc, JOfiN AGM Z. PLAN PREPARED FOR aEMAREsr,JR. N` ROBERT OUR No; 36859,, O . �P 5 S�OK � Rv SCALE 1"=60' DATE : 9/4/2012 _ ul All ASSESSORS MAP: 188 PARCEL 03-02— _ _ DATE 'EG. D SURV OR HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DEMAREEST LAND .S JRVEYIP 'GROUND AS SHOWN HEREON. 338 MAYFAIR ROAD': SOUTH DENNIS, MA 02660 l v+-52.UWG 508-364-9049 �eMe;{�asrwncuanYae.or�� a�..�sfa.ai...rariq ACCESS COVERS MUST BE WITHIN 9- MINIMUM. / N VER T ELEVATIONS : DESIGN CR l TER l A : GENERAL NO TES 7 6" OF FINISH GRADE \�Jr 103.0 FIRST 2' TO 3' MAXIMUM COVER INVERT AT BUILDING: 100.5 DESIGN FLOW: lo2.ot FI LEVEL MIN 2" OF PEASTONE INVERT IN SEPTIC TANK: 100.0 4 BEDROOMS AT 1/0 G.P.D. PER I. THIS PLAN /S FOR THE DESIGN AND CONSTRUCTION FULLER D 102.ot OR FILTER FABRIC INVERT OUT SEPTIC TANK: 99.75 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING Rolt)TE 28 0 4" D/AM PIPE 5 INVERT IN DIST. BOX: 98.87 PURPOSES ONLY. • gn9 N4 GARBAGE GRINDERrq� N100.5 � ° 99.75 98.7 211F DOUBLE WASHED STONE 2. VERTICAL DATUM !S ASSUMED. FOR BENCH MARKS / INVERT OUTDIST. BOX: 98. 7GA S LOCUS NY4 100.0 BAFFLED 98.87 °3 °� 98.5 6.5 INVERT IN LEACH CHAMBER: 98.5 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN. 3 OUTLET 3-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 96.5 440 G.P.D. X 240x - 880 GAL. W/4' STONE AROUND. 12.8 'w x 33.5'I x 2 'd ADJUSTED GROUND WATER:: N/A D-BOX SEPTIC' TANK PROVIDED: 1500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND l 500 GAL OBSERVED GROUND WATER: N/A ROAD SEPTIC TANK 6" CRUSHED STONE OR MAINTENANCE OF THE SEPTIC SYSTEM•SHALL ps fk pad COMPACTED BASE BOTTOM OF TEST HOLE #3: 91.0 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BEM y DES l GN' PERC RATE C 5 MIN/I NCH BOARD OF HEALTH REGULATIONS. 0P PROF l L E : NOT TO SCALE SOIL TEXTURAL CLASS - I BCHB FND EFFLUENT L DAD I NG RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- PROVIDED: 3-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. L 0C' f� MAP W/4' STONE AROUND. A-614 S.F. /- 6I4 S. x 0. 74 - 454 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR APPROVED EQUAL. SOIL TEST PI T DA TA & 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED CB/Dy FN�---�`�-� I NO I CA TES V I ND l CA TES PRECAST CONCRETE OR APPROVED POL YETHYLENE. PERCOLATION = OBSERVED BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER TEST GROUNDWATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET, TP #1 P#13590 TP #2 .� 7. BEFORE CONSTRUCTION CALL "DIG-SAFE". HORIZON TEXTURE COLOR HOR 1 ZON TEXTURE COLOR 0" 102.5 0" 102.8 /-888-DIG-SAFE AND THE LOCAL WATER DEPT. ORGANIC O ORGANIC FOR LOCATION OF UNDERGROUND UTILITIES. CB1DH FND 4 - - - - - - - - - - - - - - - - - - 102.2 6" - - - - - - - - - - - - - - - - - - - - 102.3 8, SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE l I / _ LOAMY IOYR LOAMY IOYR 1 I r I flo --------___- __ ` A A DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION SAND - 4/2 - SAND 4/2 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE r I r r I I loo__- 8" - - - - - - - - - - - - 101.8 12" - - - - - - - - - - - - - - - - - - - - 101. 8 I �---- - � CONSTRUCTION INSPECTIONS. r j rl (I II i i �'�J S 8p�_`----___ �` B LOAMY 7.5YR B LOAMY 7.5YR 57'49"E - 1 SAND 5/6 SAND 5/6 24` 100.5 32" /00. I 9, NO DETERMINATION HAS BEEN MADE AS TO C / MED-COARSE IOYR C ! MED-COARSE IOYR � \ COMPLIANCE WITH DEED RESTRICTIONS OR ZONING SAND AND 5/8 SAND AND 5/8 REGULATIONS. IT SHALL REMAIN THE CLIENTS �uP 1634 I i I fl ( , I I i 48" GRAVEL 52" GRAVEL RESPONSIBILITY TO OBTAIN ALL PERMITS, SPEC/AL i f I j I 1 I I \\ PERMITS. VARIANCES ETC. FOR THIS PROJECT. 10. IT SHALL REMA 1 N THE CL I ENT'S RESPONS l B I L I TY 0 / / I BM, TOP WON FND o TO HAVE THE PROPOSED BUILDING FOUNDATION I I I \ V 1 \ �✓��". I I ti t EL-102.80 / t DESIGNED TO ACCOUNT FOR THE EXISTING GRADE l26" NO WATER 92.0 i20" NO WATER 92.8 AND SOIL CONDITIONS AT THE LOCATION OF THE ' PROPOSED BUILDING. W METER w r ' I I _'Oj I I MHC METALO I uP 141 ` 1 \\® 0. HORIZON TEXTURE COLOR 102.0 0" HORIZON TEXTURE COLOR l01 $ I \I \\ \\ \\ \ \ ---DRA I NAGS II rt J �, o \ 0yw-_ \\ ORGANIC ORGANIC \\\ \ \\ i o 11 \ - - - - - - - - - - - - - - - - - - - - 101.5 -9�-- E,4,SEMEN T . \ t r v • v r l � lol. t oHw I 1 t 1 1 I \ \ \ t r = I + _'""^� LOAMY l 0 YR LOAMY l 0 YR UP 2 A SAND 4/2 A SAND 4/2 1 I 1 \ \ \ ( r I o \ 8" - - - - - - - - - - - - - - - - - - - - l0/.3 /0" - - - - - - - - - - - - - - - - - - l0/.0 LOAMY 7.5YR L OAMY 7.5YR r J 1 \ \ \ CATb(BASIN SAND 5/6 B SAND 5/6 r I 1 \ \ \ _ I ' � r 1 1 \\1 \\ \\ . _� /t 'll ' I m \\\ I • 28" - - - - - - - - - - - - - - - - - - - - 99.7 30" - - - - - - - - - - - - - - - - - - - - 99.3 , MED-COARSE IOYR MED-COARSE IOYR SAND AND 5/8 1. SAND AND 5/8 GRA VEL GRA VEL tl +1� 3 \\\ +1�0 2 v \\ \\ \\ ` +99'3""--% "" p� J rl NO WATER NO WA TER 132" 91.0 I20" 91. 8 Z \ \ Q� 1 DATE: MARCH 27, 2012 I \\ \ TEST BY: S TEPHEN HAAS rl +\02.o oti \\_ -` Gy W/TNESSED BY: DONAL D DESMARA I S so : PERC RATE: l 2 MIN/INCH \� % \\ �Fa o,Q0 �o1 II 71't \ �d 100.8 C��-__ _ _ _ + 3 \. - BY. CATCH BASIN RIM-100.48 103 4 \ �� 00 1500 GALLON SEPTIC TANK \\\ IPA 1 LOT I \ r. �P#2 B. i vv l02.0 I � -,tom r � � 1� 49. 860- S.F. o y \ ..... a _..... I res D-BOX :. :iC: ;.,'''.'; :.�yh- -50a IzALLON / \ .',,:? >;`'.;•;;;': LEACHING CHAMBERS \ y W/4' STONE AROU r 1 /Z +104.3 �'" -104--_ \ \ +104,6 T E R L ,4 N O � L ,4 ND LOT I TA!;WNEY A VENUE MAP 188 . PARCEL 003 - 00 I 2 BARNS TABL E . ( CENTERV I LLE ) M,4 N 7`��2" _ PREPARED FOR : UP 41120, Y LEGEND R O B B l E O U R ■ CB CONCRETE BOUND -W WATER LINE SCALE I - 20 APR I L 6 . 2012 HYDRANT 4 GAS LINE EAGI.._ E SURVEY I NG , 1 NC OHW- OVER HEAD WIRES ! 923 Route 6 A LIGHT PAST Y/ �` Yc� rmoutt� port MA . C�2675 -£- UNDERGROUND EL ECTR l C L 1 NE //, �'`� 1 t �� 5 O 8 � 3 6 2-8 1 3 2 -T- UNDERGROUND TELEPHONE LINE �'l� /f1 I \ ( 508 ) 432-5333 -CTV- UNDERGROUND CABLEVISION LINE +40.4 SPOT ELEVATION 0 /0 20 40 40- EXISTING CONTOUR 1401 PROPOSED CONTOUR JOB N0: 12-002 FIELD: TAW CAL C: SAH/CFW CHECK. CFW DRN: SAH A 1...:: fl 20' 28' I 20' 15'-4 3/4" 12'-7 1/4'' 6-2 70 3-91/5 7-4 5/16 v-0 ?/I6 6-1 �/4 —6-5 1/2 WINDOW SCHEDULE 0,TY FLOOR SIZE WIDTH HEIGHT R/0 TEIYIPERED DESC•R[P110N CODE MAN'JEAGTURER G01'�NENTS00 1 2020AW 241/8 24 1/5" 24 5!51'X24 5/8' AWNING A 21 ANDERSEN Ln 3446 3446 344s 12 1 2420AW" 253/8 241/8 ' 28 7L�'X24 5/F� AWNING A 251 ANDERSEN LO 2 1 3035AW 36 40 5/4" 36 1/2'X41 1/4' AWNING A:335 ANDERSEN to X. � C )I G 303 O NDCR..EN Cfl - COVEKEP FORCH I 4 1 3649DH: 41 5lf3" 56 7/8" 421/3"Y56 7/8' DOUBLE HJNG: 5446., ANDERSEN l 7 2 2420A1�' 28 3! '' 24 1l8 28 7/5"X24 5/5' A1,NNING A'251 ANDERSEN 00 ? 2 5241DH 37 5/8 4b 7/5 3b"1/&X4o 7/F�' DOUB!E r INC, 30310 ANDERSEN co - Q DINING ROOM - �'� LO S- VJ14 x 34 STEEL 1-BEAM(FLUSH) s, I Window Schedule f FWG 20611 i FW 11 �, ► IIII (3)13/4"x 117/8"LVL'5 h3 IIII (3)2X10'S �. I COVERED FO CH 1 - I IIII MASTER m I FAM I L.Y ROOM � I 1 cv `� I III R}�''•' {K'� �' F�c�ae -- - ,�r n. I— L)KO0M - .. — — — — — — — —— — — — — — — — -- — — — — 101111 • —� , i I IIII A)0'* c� !r I O 1 F,y I I I ox-Z� e_ 0� I IIII � 3 13/4"x 9 1/2"LVL'e � m KITCHEN w : MO x 33 STEEL 1-BEAM(FLUSH) 3 2x10'S O zB9 � K, Bill. m Al 2�, I IIII " ( � �.. 3 1 3/4 x 91/2 LVL s rp�p� $R 1 l 0 4' - - J' �, PANTO,5 HE LVE5 _._. '11-1031 : ., 11 I �I 1 I 34 F / 0 a _ , 11 �I D W24 6R W4236 I C 3 V rf III .> - Y Y.-I.V - N � III Al ���( _ _ .i �-_-, � 40 co - �I �, 1 it _ _rl 1 17 3/4 5 2 1/2 ? �> Dzt� ] - I DOOML — o - , 1 0 c Er W 58512132 CV r u — 68 2 a.. 8 I ; co I • . zs6s >— _.. �) m �a $ 2.,! G 1 O P7 30 10 30 10 A 51 co m � o I I r: o '; � ,. ` < 30 10 30 t 0 e. o { HALLWAY uj , cc 2668 in N ., ,v I r MM 2 868 Y BATH 1. TILE„ROWER �., a nY� r _ w L N-1 > r:, � O � r y <s ,; _ vc ,f, COVE KED PO�C IT r; D ? ? 5 SHONER 1l11:(.C. I la , , cli A 51 A 51 N : 2 CP,� GARAGE 1 r LAY. QQ ( I �EDI�OOM # 4 I � Iz00M # 2 l " : T, N - .-,..,�•. �, 1 ;. - 1 � 1/4 2 1 3/ , ,; ,-, 1 0 2 . I. 2 I 0 I ins•+\ , - ..., . r� ;, ._.SB3021321DB34216 1'S6302132.`:, _ S n �-, � � �'.: �-i q � ran 7'+ 5-7 3/4 6-5 1/2 0-`�� 1/�' 6-J >I BEDi�00M # 2 ;: 9 Q .I. _V "I , S N DATE OF C\1 { z 2668: 3068 IE G FINAL a j t OJ1 �N — — CLOSET rv � N WN t 0 :ISSUE - - - - - - -- - - - - - 13EDROOM # 3 (,' o W 3/11/12 ,f I' _ O - -.M co LLI % `� Q x: 5 y o DATE PRINTED 11066 l� 3/11 /2012 } w Q LINEN ,1 < I c CLOSET - r, r , SCA LE _ w A � UNLE 9 0 y, 9 0 S� ' A 51 A 51 A 51 - p 51 A 51 A 51 z OTHERWISE Q NOTED T-E 1/v" 2-5 1/v 2 51/3 2 4 ,�l 1-5 Ili >_; '1!,5 2 1/�� 1-�?/'�" w . 1 , cs� w 4' 15 2 5/4 7'' 2'-10'!` �I Z 1,_ < � 0 10 6-11/4 �r I~ 0 1/4 _ 1 I 56' O U m cn L Z U r _ 11 F 3. Q ' _ 2nd Floor 1 /4 = • 1 st Floor 1 /4 - 1 1 PAG E