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HomeMy WebLinkAbout0008 WINTERGREEN CIRCLE _ - .. �._....�.. ,....,...�",r. _,�.� ..�,.,.,..r�._.._w..—..w..�. ...- r.+"�-- _ _ _ -� A r..A..tee!., +fn....�+1 a 4 ,. r 0 TOWN OF BARNSTABLE BUILliiNG-PERMIT LICATION Map Parcel ® Permit# < Y 2 2 Health Division © �i �� �/ : P,,Aiz�,YgDate Issued �� f `1 - Conservation Division �� Z�-�Us f�9�� t � Fee Tax Collector dd r-MPTIO SYSTEM A pp Fe Treasurer D D / prDnKBO § Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board n'L Approved By Historic-OKH Preservation/Hyannis Project Street Address n4!f_1 01 Village `0T7`x' ivy/ e- �� ,�7�/i9/J Address gw� &O lW Q� l& Owner -�l//�sl ���wi� ��v s�v ,ri�v��� Qilvi Telephone Permit Request �o�.f �/�7L Gam? 0y74%,.h 66d- 7'd 07,ac1 Ole 4n,J., 6?h4( ae? Square feet: 1st floor: existing q3/v proposed '61C 2nd floor: existing proposed Total new Valuations -80 Zoning District Flood Plain Groundwater Overlay Construction Type d✓o03 Lot Size /26 /SD Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Cl Multi-Family(#units) Age of Existing Structure elo Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes VK10 Basement Type: R(Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 936 Number of Baths: Full: existing c2 new Half: existing new Number of Bedrooms: existing new ,,Total Room Count(not including baths): existing new First Floor Room Count {!Heat Type and Fuel: ❑Gas Ud V,I ❑ Electric ❑Other Central Air: V es 0 No Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes 2<o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - BUILDER INFORMATION 'L)&50 Name —✓ �� ��- Telephone Number ��J� - y?7-7/'2.- Address /.��iVJy.�itdoxJ �Grh� License# L)s 67 6 r 0 2,(,V Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /� DATE FOR OFFICIAL USE ONLY + PERMIT NO. DATE ISSUED ,MAP/PARCEL NO. ADDRESS VILLAGE ` OWNER "f r DATE OF INSPECTION:,- FOUNDATION ' 1� ! FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: RO061-1 FINAL FINAL BUILDIN -5c- iLY4 w 15gro's DATE CLOSED OUT _ ASSOCIATION PLAN NO. n fi RESIDENTIAL BUELDING PERMIT TEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renova.0 $50.00 Building Permit Amendment $25.0.0 +E VALUE WORKSHEET NEW LIMG,SPACE o C} square feet x$96/sq.foot x.0041= F plusfromeow app ALTER&nONS/RENOVATIONS OF EMSTING SPACE square feet x$64/sq.foot= x.0041= plus frombelow(if applicable) GARAGES(attached&detached) ' square feetx$32/sq.ft.= x.0041= ACCESSORY$TRTQCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf•1000 sf 75.00 >1000 sf-1500 sf 100.00 - >1500 sf-Same.as new building permit: square feet x$96/sq.foot= x.0041s STAND ALONE PERMUS Open Porch __x$30.00 a • (atmnbcr) • _x$30.00= � Deck (number) Fireplace/Chlmney _x$25.00= • (auraber) . Inground SwimrdugPool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) permit>i'ee • Proicost ' OIL F$UII.DIN.G RE�+U:LAFTIQN:S,j ' License: Cp.NSTRl1CT==ION SI,RERUISOR ' S 056765 . Num• 1 57 9893.0 l 007 Tr.110: i .JAMES v_ �f_.,a- r„, 02• CommissionSr I - ~ i� ✓fie �omvnovzuiea/,D� �✓�aaaac�euaet�d -� , Beard of Building Regulations..hridSrffni-a-rds- HOME II „'R�OVEMENT CONTRACTOR RegistratPOti 15770 _ lr a dividual JAMES P. HEAD gg <- JAMES .HEALY 'IFR -m, 15 ANNAINON RD��; ;y1 ;MASHPEE,MA 02649 �� Administrator °F r Town of Barnstable ° Regulatory Services Thomas F.Geiler,Director �fn 39. Building Division Tom Perry, Building Commissioner 200 Main Street,_Hyannis,NIA 02601 - www.town.barnstable.ma.us Office: 508=862-4038. F 8- - 0 . ax'°50 790 623 Property Owner Must Complete and-Sign This Section. If Using A Builder 'r G16r-44e-r epS` as Owner of the subject property _ .._ .. hereby authorize to act on-my behalf, :=... in all matters relative to work authorized by this building permit application for: (Address of Job) ignature of Owner ate Print Name Q:FORM&OWNERPERIMSION I .J J. Town of Barnstable .Regulatory .Services ' sn WWABLE, Thomas F.Geiler,Director Mass. 9q, 1639. .e Building Division ATEO nw+a Tom Perry,Building Commissioner 200_Main Street; Hyannis,Na 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. _ Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with'other requirements. Type of Work: 4p-b,—n01J oullb_/be �� Estimated Cost Address of Work: A)/17.4C4 -L GcG L-e. DS7F-ev i�Le Alt� Owner's Name: ¢ cJR✓je 'rei 4v 3 Date of Application: fa I hereby certify that: Registration is not required for the following reason(s): F]Work excluded by law ❑Job Under$1,000. []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY 1 hereby apply for a permit as the agent of the owner: Q > . �E5 � c ��- G�>.� u• ,ram %/S 7 7 U Date Contractor a Registration No. OR Date Owner's Name Q:f mwhomeaffidav MORTGAGE INSPECTION PLAN NORTHERN 'ASSOCIATES, INC. 342 'N.MAIN STREET ANDOVER MA. 01810 TEL:(978) 474-4410 FAX:(978) 474-5067 MORTGAGER:ALBERT M.& JURA A.DRUKTEINIS DEED REF. 8284/41 LOCATION: 8 WINTERGREEN CIRCLE PLAN REF. 166/107 CITY, STATE: BARNSTABLE (OSTERVILLE), MA SCALE: 1 " = 20' DATE: 2000/04/12 JOB #: 20001778 I 120± Ld Ey W o �g�'�----- LIJ f 0 p>;cx N/F 6 7± I Z31 I ApD lr►�t>� Ct FORD W I_ ;II 1 .5 STY W/F CD #8 I+ +t 'P 9 .� 56, 30 WINT E RGREEN CIRCLE- S 9st CERTIFIED TO: OLD COLONY MORTGAGE CORP Flood hazard zone has been determined by scale and Is not nocesearlly accurate. Until definitive plans are Issued by HUD and/or a vertical conlrol surrey Is performed, preclae elevations cannot be determined. NOTE. This mortgage Inspection was prepared LAAA This mortgage inspection was prepared in accordance specificallyy for mortgage purpose only and with the Technical Standards fir Mortgage Loan is net to be Totted upon as a land or property OF M4 Inspections as adopted by the Massachusetts Board of lino aunvay, used fir recording, preparing dead y�0jH Registration of Aofbssional Eng{nears_and Land descriptions, or construction. No corners were SG Surveyors 250 CMR 605. set. Building location and offsets are CARMEN '(i` I further state that in my rof6ssional opinion that the stnw urns shoum confirm with the local zoning horizontal approximately located on ground and o A. are shown speotfically fbr zoning defernination TESTA dimensional setback re uirements at the time of oonstruotionor only and are not to be used to establish property 0 1 are exempt under previsions of M.C.L CH.. 40—A Sea. Y. lines. The matters shown hereon are based on 9 p a� 1. Pra rt Hcusa {s not {n Flood Hazard client—furnished infbrrnation and Tray be subject' O F Pe y� to furt er owl—sales, takings, easements and rights his iSTv- Q, O 2. Aoperty/House is in a Flood Hazard diva. of ways and other matters of record and preserptive s�ONAt 1At10 l=S. Information is insufficent to determine Flood Hazard. or other rights. Northern Associates, Ina. assumes no responsibility herein to land owner or ocoupant, Flood Hazard determinedFl from latest Federal ood accepts no responsibility fbr damages resulting from said .4 Insurance Rate Map Panel 7c 4 6Y9 BAL�� reliance by anyone other than the said mortgagee and its assigns in connection with its proposed mortgage financing to said mortgagor.. pate 7 2 — 1�2 Zone sue- BC CALC®2003 DESIGN REPORT- US Thursday,November 03,2005 09:13 Triple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: Jim Healy,Drunkidis:FB01 Job Name: Drukteints:Res. Description: Address: F8 Wntergreeri C Specifier: Botello Lumber Co.Inc. City,State,Zip.Ostervt1Ie-Maw Designer: Cotuit Bay Design ' Customer: Jim Healy Company: Code reports: ICBO 5512,NER 629 Misc: Beams as specified on plan dated 10/11/05 1 tJ7 Standard Load-40 psf 110 psf Tributary 07-00-00 Ah AL BO / 131 4323 lbs 1 � _R4_b:7 ..- FIL/4/ 4323 lbs LL 2261 lbs 2261 lbs DL Total Horizontal Length-10-05-00 General Dada o Load Summary Version: "- Imperia : ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-05-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 10 psf 07-00-00 90% Number of Spans: 1 1 ceiling load. Unf.Area Left 00-00-00 10-05-00 Live 25 psf 08-00-00 100% Left Cantilever: No Dead 10 psf 08-00-00 90% Right Cantilever: No 2 roof load Unf.Area Left 00-00-00 10-05-00 Live 25 psf 14-00-00 115% Dead 15 psf 14-00-00 90% Slope: 0/12 3 layover roof IoadJnf.Lin. Left 00-00-00 10-05-00 Live 0 plf n/a 1000/0 Tributary: 07-00-00 Dead 60 plf n/a 90% Controls Summary , Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 17144 ft-lbs 71.2% 115% 3 1 -Internal Dead Load: 10 psf Neg.Moment 0 ft-lbs n/a 100% Partition Load: 0 psf End Shear 5583 Ibs 50.3% 115% 3 1 -Left Duration: 100 Total Load Defl. L280(0.446") 85.7% 3 1 Live Load Defl. U426(0.293') 84.4% 3 1 Disclosure Max Defl. 0.446" 44.6% 3 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(L/360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-12 code-accepted design properties Minimum bearing length for B1 is 1-12". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Nailing schedule applies to both sides of the member. To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are:16d Sinker Nails product installation. BC CALC®,BC FRAMER®,BCI®, a=2 d BC RIM BOARD- BC OSB RIM b-3" BOARD-,BOISE GLULAM- c=2-3/4" a VERSA-LAMA,VERSA-RIMS, d 12= • VERSA-RIM PLUS®, e=3" o 0 77 VERSA-STRAND- C. 01 VERSA-STUD®,ALLJOIST®and AJSTu are trademarks of Boise Cascade Corporation. • • e o 0 � I � b Page 1 of 1 BiO�E- BC CALC®2003 DESIGN REPORT - US Thursday,November 03,2005 09:13 Double 1 W" x 9 1/2" VERSA-LAM®3100 SP File Name: Jim Healy,Drunkidis:F1302 Job Name: Drukteinis_Res. Description: Address: r8 Wiintergreen.CiF_. Specifier: Botello Lumber Co.Inc. City,State,Zip:Ostervllle;Ma. Designer: Cotuit Bay Design Customer: Jim Healy Company: Code reports: ICBO 5512,NER 629 Misc: Beams as specified on plan dated 10/11/05 01 try V •7/w c;:) Standard Load-40 psf 110 psf Tributary 14 00-00 WIN AL BO ;t: QC 131 2590 Ibs LL�% 0 2590 Ibs LL 691 Ibs DL'' N 691 Ibs DL Total Horizontal Length-09-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-03-00 Live 40 psf 14-00-00 100% Member Type: Floor Beam Dead 10 psf 14-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 7587 ft-Ibs 54.4% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 14-00-00 End Shear 2719 Ibs 42.3% 100% 2 1 -Left Total Load Deft. U475(0.234") 50.5% 2 - 1 Live Load Deft. U602(0.184') 59.80/6 2 1 Max Defl. 0.234" 23.4% 2 1 Live Load: 40 psf ' Dead Load: 10 psf Notes { Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum meets arbitrary(1'l Maximum toad deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+V2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are:16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" with the current Installation Guide b=3„ b d and the applicable building codes. c=2-3/4" To obtain an Installation Guide or if 8 you have any questions,please call d-12 (800)232-0788 before beginning product installation. C BC CALC®,BC FRAMER®,BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, � VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 '0tHFI The Town of Barnstable 6ARMA&S. 0a . NASS. Department of Health Safety and Environmental Services 9 i679• �0 prF°MPy° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW .Owner: �Q l v1 l S Map/Parcel:_1 I g �-b Proj ect Addres s: 1 n vorQ,e Yk Y- Builder: The following items were noted on reviewing: 1 et S-� v -� c., doo r N S v 021V � to Q. 0iC-)40-_ Reviewed by: Date: q:building:forms:review 417• A3 23'-O"3 ca �-i Z�� d ¢Ic-oli cn p o DECK Q n� (MAHOGANY DECKING lz-(T Q &RAILINGS w (�C/I� i�o b►Mi1 �![ 3'-T 7-10' 2'-10' 3'-T 4 /-~ •,�T Lo C' 8 ABOVE O co Do AND. AND. AND. Q V CG TW 2446 TW 2446 TW 2446 A 2v NDERSE V A3 3168 eo A3 v AND. (VAULTED CEILING) TW 2446 r-? _ BEAM ABOVE• (�- -REF. EXPANDED PAN ED Ltj ING REMODELED B KITCHEN A3 (VERIFY KITCHEN ~~ I-------_ ip� ; LAYOUT W/OWNER) AND. SIN I w CN 235 EXIST. I c• PATIO I C/) RANGE I O I _ BEAM ABOVE"'f 12 ' EXIST PARTIAL FIRST FLOOR PLAN w LEGEND: ® ® TO MATCH EXISTING CONT.RIDGE VENT CI EXISTING WALLS NEW ASPHALT SHINGLES r l --� CONSTRUCTION TO BE REMOVED L--J O EZE NEW CONSTRUCTION BBO RDS TO MATCH EXIST. 12 E'r EXIST :�4 ~/ . -1 NEW CORNER BOARDS /��j TO MATCH EXIST. ® ® �'•--'I 00 NEW W.C.SHINGLE SIDING SCALE: TO MATCH EXISTING 1/4" = 1'-0" DATE: 10/11/2005 GENERAL NOTES_ cos No.: DRUK' 1.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS —P.T.6%6 IN THE FIELD PRIOR TO THE START OF WORK POSTS DRAWING NO.: 2.) CONTRACTOR TO REMOVE EXISTING DOORS, WINDOWS, WALLS, & ROOFING AS REQUIRED FOR NEW CONSTRUCTION. I 3.) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, DETAIL, AND FINISH. m � Zp� �Q� � Woo ® � ` Qom¢ Q >-w��E °°`of)� �Lrj NEW RAKE 8 TRIM BOARDS rc/) cc 0 TO MATCH EXIST. W O m Q O (t � 6 TOP OF PLATE I� t � FM FIRST FLOOR SUB FLOOR E3EA I K il==U I il'oe E-� O NEW-P.T- xx 6 POSTS 12 r T, EXIST. `CONT"RIDGEAIENT Z NEW ASPHALT SHINGLES12 TO MATCH EXISTING EXIST. NEW FASCIA&FRIEZE f BOARDS TO MATCH EXIST. TOP OF PLATE ® ® NEW CORNER BOARDS w TO MATCH EXIST. NEW W.C.SHINGLE SIDING = SCALE TO MATCH EXISTING 1/4" = 1'-0" FIRST FLOOR DATE: - SUBFLOOR - 10/11/2005 JOB NO.: DRUK DRAWING.NO.: Li • NEW ROOF CONST. B 1.2 x 10 RAFTERS Q 16"o.c. A3. 2.12 COX PLYWOOD SHEATHING 3.ASPHALT ROOF SHINGLES 23'"a} 4.15 N FELT PAPER 5.12'(Rm38)BATT.INSULATION Q FLAT CEILINGS 6.`8"-(RF30)HtGH DENS.INSULATION Q SLOPED CEIUNGs m ,�-�_ 12 7_2x S2 RIDGE BOARD T-6' 7-8' TS P.T.6 x 6 POSTS ON 72"DIA SONOTUBES NEW 2 x B's.Q 16"o.c: /8.'SIMPSON-H 25 HURRICANE CLIPS AT ALL RAFTER END$ TO 4V BELOW GRADE W/ABU 66 POST �f 9aCE/WATER-SHIELD AT BOTTOM 3'0"OF ROOF BASE 8 BC6 POST CAP(SIMPSON) f10_P_ROP-A-VENTWENTILATION CHUTE BETWEEN RAFTER& � n+•„ BOTTOM OF _ ✓✓ cn CLG.JOISTS <� ( N b b TOP OF PLATE Q U c::> I" 3-P.T.2 x 12's N Lp . CONT.ALUMINUM SOFFIT VENTS LL F4 F NEW 12"GYP-TRA BOARD �i co�w L.T��xib JOISTS,' :16'•o c. `o w ON 1 x 3 STRAPPING Fr K-"' �, 0. VW/JOISTHANGERS"�- j Q 16'o.c. LL-1 S N NEW 314"T 8 G L/) ca C 00 PLYWOOD SUBFLOOR, [I] ¢^ FIRST FLOOR GLUED&NAILED O CY3 O � SUBFLOOR U�' io - 61T 6'-o NEW P.T.2x las 16-o.c. NEW WALL CONST. 1.2 x 4 STUDS 16'o.c. 3-P.T.2.10's NEW 9'BATT 2.12'PLYWOOD SHEATHING 3.3- 72"(R=13)BAT7.INSULATION INSULATION(R--30) 4./?GYPSUM BOARD S.W.C.SHINGLE SIDING A 3-P.T.2 x 10's A NEW P.T.PLYWOOD 6.TVVEK VAPOR BARRIER EXIST.RETAINING A io b A3 P.T.6 x 6 POSTS WALL(VERIFY REPAIRS _ OR REBUILD IN THE v FIELD r_, W EXIST. EXIST. CHECK FOR EXIST. FOOTINGS AT NEW N B POSTS b A3 P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS NEW 12"OIA.SONOTUBES Z 16'o.c.W/JOISTS HANGERS AT BOTH ENDS ' DETAIL SHEET),2'MIN. TO 4'0"BELOW GRADE EXIST. EDGE DISTANCE r_l BASEMENT BUILDING SECTION @ EXPAND. DINING ROOM p A3 w w NOTE VERIFY LALLY COLUMN POSITION EXIST. 12 8 SUPPORT FOR NEW BEAM PLACEMENT ON FIRST FLOOR —EXIST• U 'C/) EXIST. O w BEDROOM PARTIAL FOUNDATION PLAN EXIST.2 x 10's Q 16'o.c. -NEW.B�F_AM� Q '4 pJ EXPANDED P.T.2x-10 LEDGER:BOARD:LAGSOLTE°3O? DINING SOLID-BLOCKINGW/-(2)LEDGERLOK-BOLTS 15 o.c.-W/JOISTS-FIANGERSAT-BOTH:ENDS r -� (SEE SUPPLIED DETAIL SHEET),2 MIN. W ROOM EDGE=DISTANCE 7 /� M VERIFY DECKING F---1 L—( W Wl OWNERS EXIST.2.101s Q 76-o.c. Jul SCALE: P.T.2 x IUs Q 16'o.c. �1 3.P.T.2 x 1Vs 3-P.T.2 x 12s 1/4" = 1,-0" SIMPSON BC 6 POST CAP(TYP.) DATE: EXIST. FULL �R.T�_ O� 10/11/2005 BASEMENT JOB NO.: DRUK SIMPSON ABU 66 POST BASE MP.) Wk DRAWING NO.: e BUILDING SECTION EXPAND. DINING ROOM —"EW,r°'AW.1TUBE& g TO 4'0-BELOW GRADE A3 ' A3