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HomeMy WebLinkAbout0294 PHINNEY'S LANE - Health 294 Phinney's Lane Centerville A= 230-133 SMEAD KFFPING MU ORGANI7_Fn No. 12534 2-153LOR MAKW SW WHAM coriraT in �w pQ6TCONSUMER MADE W USA e-FT ORGANI MAT SNEM.COU i 1 WWI Town of Barnstable P# 15 Department of Regulatory Services BARNWARM Public Health Division Date 200 Main Street•Hyannis MA 02601 �y tat Date Scheduled r �'� ) 1_.t� Time ` Fee Pd. 16 Q -- Soil Suitability Assessment fop S ge Disposal Performed By: James W.Burke Witnessed By 1S LOCATION_&_GENERAL INFORMATI -N Location Address Owner's Name 294 Phinney's Lane Centerville Address �J.;L /"�j Assessor's Map/Parcel: / 7 Engineer's Name James W.Burke,P.E. NEWCONSTRUCTION -- REPAIR �')� i Telephone# (- J C 4 a Land use Residential Slopes(%) 0-2% Surface Stones None Distances from: open WaterBody 200+ ft Pos%ble Wet Area 200+ ft Diiaking Water Well n/a ft Drainage Way 200 ft Property Line 20 ft Other ft W SKETCH: diTnm ionsoflot,exactlocationsoftestholes& t Z perc ests,locate wetlands in proximity to holes) _ hQ -- - - - - -----—— ---- - — - -- — / fat SIWrA�fFNrE t�- 3 Qt mix 0 01 Lk—Y ro � Wrest $ z Parent material(geologic) Ice Contact Outwash Depth to Bedrock Depth to Groundwater: Standing Water in Hole:_Z�I[71/� Weeping from Pit Face 1`r C7 wc, i Estimated Seasonal High Groundwater �ETERMINA.TIONFOR SEASONAL HIGH WATER.TABLE Method Used uti- G txc-,J06 tri Depth Observed standing in obs.hole: in. Depth to soil mottles: m c pi t-• in. Depth to weeping from side of abs.bole: in. Groundwater Adjustment 8. Index Well# Reading Date: In i nc all level Adj.factor Adj.Groundwater Level PERCOLATION TEST Bate lZ 14Pime i/ 1 Observation Hole# 1 Z Timeat9" M Depth of Puac 7 Time at 6" 91 1% Z.v ( 4& Start Pre-soak Time()a + ((. y Time(9"-6") 1 11 H i End Pre-soak ,,4`I' Rate MmAuch L Z 4 Z - Site Suitability Assessment: Site Passed Site Failed:. Additional Testing Needed(YIN) Original:Public Health Division Observation Hole Data To Be Completed on Back---- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC i i ` ;DEEP OBSERVATION HOLE LOG Hole# I_ Depth from Soil Horizon Soil Tmore' Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel) t=�2,Q,-5z.c `J—..I-6S 12-41t0 ov5c:-- --- -------- -.__.--- DEEP OBSERVATION HOLE LOG . HoIe# "Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. /� Consistency-° Gravel) I4y "7�- I0Y9 3 43 NZ, 4 6 Lt- ILK 2� Imo?ti 1-6 10ti0-41to LC>-Sc> 'SCIY-4 S MNS-S �fmue:c- -C2A-iA3 C--o +-� Sl C i DEEP OBSERVATION HOLE LOG Hole# ' A Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel S-L f GYIZ�13 ::*� ( 12-ZZ " _, L S t- r-+1, Ltx,Sty ZZ"—iZ2" C, !SA^40 2-5 yt!/4i DEEP:OBSERVATION HOLE LUG Hole#, 2_A Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Musell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) �-t2�" L Sin 2.���1� �►� �� Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes X Within 500 year boundary No X Yes_ Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervT s material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on July 1995 (date)I have passed the soil evaluator examination approved by the Departure of Environmental Protectitm and that the above analysis was performed by me consistent with the dUninexp experience bed in 310 CMR 15.017.ri tgrature Date Q: C1PER ORM.DOC 22'-0' 12'47 Gl o ZaA 8 c 0. G G G C a0 i- TYPICAL I x 8 RAKE COS. 6 C Lj W/I x 3 DRIP BD. TYPICAL 1 x O'FLYING RAKE +� � � I I v BOARD5 W/I'x 3 DRIP , i 1 -UP b 1 x 4 5UB-RAKE 612 i i i i i g± � O m TOP OF_PLATE. w' up � Q z.a'± N ro ® GARAGE v1 rrrO���... SECOND FLOOR ___.� (4 CONC'.SLAB ON GRADE 7VX WORK A n a SUBFLOOR I PITCH 2•TO O.H.DOOR) ✓h �-1 1'OP OF PLATE - 4 _-- _i 2 -- ffivi 12 -- (O CONG.SLAB ------ ON GRADE) TYPICAL I'"z 5!I x 6 _ __-_BEAM ABOVE(SIZED BY OTHERS) _ 61"2 CORNER BOARDS N Lij :..TYPICAL WHITE CEDAR If u Ill 11 illill 111111 lilt 11 q ,N SHINGLE 51DING }, sc - 5±TO WEATHER AT FRONT:SIDES ull jub I I IllAi' REAR, lilt[111111 Mill Will I"if3 % 3K W p 2J 2J TOP OF FOUNDATION CowC. ? n - APRON � f T1 n ►.I�� 9 'x 70 OVERHEAD DOOR 'O'x 7O°'OVERHEAD DOOR. RIGHT SIDE ELEVATION 4 4 ---- -=-- 4 14 w CO NC. APRON 0 . z A 01), B _ c PLAN C/ z FI R5T FLOOR p �x z TYPICAL I x 8 FASCIA - .x'�V ►"'� - 6 FRIEZE BOARD "V TOP-OF PL. - - 0 5MOKE/CAR50N MONOXIDE DETECTORS FiI. x HEAT DETECTOR O a ' CHECK L15T REQUIREMENTS: (I 1 O MPH, EXP. 5) p a � N x 1 2 Y o:c:EDGE NAILING AND 1 2'o.c.IN FIELD NAILING NOTE: NOTE: ALL DOORS AND WINDOWS TO HAVE 2 KING STUDS THE PLAN5 5HOWN ARE AND 1 JACK STUD UNLESS:NOTED BY THE OPENING THE SOLE PROPERTY OF TYPITHE DESIGNER CAL i x 8 FASCIA BYXK',XJ OT BE.COPIFD ZE . D CAN .SECOND-FL. - 6 FRIE BOARD - REPRODUCED AND/OR 5UBFLOOR ®A A TT-100 IINASTALLED INTO ��PER ' TOP OF PL - _ .CONCRETE FORM PRIOR TO POUR AALLTP�S WITHOUT THE APA PORTAL WALL CONSTRUCTION CONSENT OF THE _ . .. - ®IAN7 APA TT-I OO.DOCUMENT' DE5IGNER, _ GENERAL NOTES: SCALE : I:.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 1/4"= F-0" DIMENSIONS IN THE FIELD 2•) NONTRTHEACTOELD V✓ITOHVMPY MATERIALS, DETAILS 4 FINISHES DATE _ OWNER A A. 3.) ALL WORK 5HALL CONFORM TO THE MA55ACHU5MS 12/6/2018 TOP'oF STATE BUILDING CODE AND ALL OTHER APPLICABLE r FOUNDATION LOCAL CODES INCLUDING THE WFCM 110 MPH PROJ. NO. _ EXPOSURE B MANUAL 20.18-345 4.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, ' LTYPICAL 11 x sit x 6 DIMENSIONS, AND/OR DRAWINGS CONTAINED:ON THESE DOCUMENTS FRONT ELEVATION CORNER BOARDS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO DWG. NO.: TYP' ICAL WHITE CEDAR COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION SHINGLE 51DING CONSTITUTES ACCEPTANCE OF THESE'DOCUMENTS AND ANY DISCREPANCIES, AT FRONT SIDE5 ERRORS AND/OR OMI55ION5 BECOME THE RESPON5IBIU OF THE a REAR BUILDING CONTRACTOR. O 10 15 .20 (E)COPYRIGHT. Firf s^' P , BY THOMAS A. MOORE DESIGN CO. Q A B G G 22'-0 12`O' 'G zap y 6 6' H D 6 6" C/] c- QD TYPICAL I x P RAKE BDS. 4+r �.4� 612 B Z . d).W/I x 3 DRIP BD. TOP OF.PLATE' b bDN. 00'" n a.atFFF p Q.N BATH H N b Z Ocp TYPICAL I x&'FLYING RAKE' ll / \ BOARD5 W/I x 3 DRIP j� + s " 0 6 1 x 4 5UB-RAKE a :f - - ------- (� `W w xox SECOND F 4,, 2,_6. Qr CQ - - SUBFLOOR .. . TOP OF PLATE BU N KROOM ROOF A 'O°x 6'&' DECK b Al,? m TYPICAL I x 5/1 x 6 11 Ill 11 111111 111111 111111 111111 11111111111 11111111 N . CORNER BOARDS - - -- TYPICAL WHITE CEDAR11 N DN. 6 . SHINGLE SIDING j G 14RQ © L . + 1 2 7.8°� 5'_TO WEATHER ATFRONT,SIDES ��� ~ • W Z 6 REAR c __ f w_ OTOP Of ., FOUNDATION 21 2.1 J 2J 2J 2 i) r LEFT SIDE ELEVATION - 4 2? B B g N I 3 9' 2 1 O' 2' 1 O' 2' 101 3'9' r�►� M 3'-0° t G-O'. 3'-0' G v .. (SHED D 7/'1 c 22'-0' 12'-O' Y•� V1 w A' B W rmlcal I x&FASCIA G3. G Z 6 fR1EZE O BOARD TOPOFP�TE SECOND FL 06 OOR PLAN a" a Q SMOKE/CAR.BON MONOXIDE DETECTORS a O� N ^' CHECK L15T REQUIREMENT5 (I 10 MPH, UP B) NOTE: `V .. ., THE PLANS.5HOWN, THE 501E PROPERTY OP °x"o.c.EDGE NAILING AND i 2'o.c:.IN.FIELD NAILING THE DESIGNER AND CAN. SECOND FLOG � NOT BE COPIED, SUBFLOOR, NOTE: ALL DOORS AND.WINDOWS TO HAVE 2 KING STUDS REPRODUCED AND/OR TOP OF PLATE AND'I'JACK9TUD UNLESS NOTED BY THE OPENING ALTERED WITHOUT THE BY XK.XJ - WRE53 WRITTEN CONSENT OF THE DESIGNER' . SCALE : N O WINDOW SCHEDULE DATE : 00 TYPE MANUFACTURERS UNIT ROUGH OPENING REMARIC5 12/6/2018 F(oUND rON A ANDER5EN.TW 2'-G 1/8"x W-8 7/8" DOUBLEHUNG ' _A i. 2446 1. 13 .. AW 251- 0-4 3/8"x 2'-4 3/8" AWNING PROJ:NO.: TYPICAL LxS/Ix6 NOTE#I:CONTRACTOR TO VERIFY ALL QUANTITIES AND 51ZE5 OF NEW WINDOWS WITH OWNER AND 2018-345 coR,ER BOARDS - ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOW5 REAR ELEVATION LCALWHI-IECEDAIR DWG..NO.: 5HINGLE 51DING 5"±TO WEATHER AT FRONT,SIDES _ - d REAR p 5 IO 15 20 ©COPYRIGHT 20I 8 s.. „t.. BY THOMA5 A. MOORE DESIGN CO. A Q o G 22'-0" 12'_O. O �" V' u Q co 5'-6' O"DIA.50NOTUBE5 z TOP OF PLATE AT 4'0'DEEP 3'-2° 5'-1 O°+ 5'J'± rr��aO00 12 2-P.T 2 z 8's V � _ 12 x8 CEILINGJOI S I 'o.C. - 00 .T.2 x 8 16'o. P.T.2 x L LEDGER VJ1(I)5/.. Z O 1/2'GYP.BD..ON, @ c� LEDGO STAGGERED. DOLT, I G'o.c. B C n Z L(� 1 x 3 STRAPPING @.16'o.c. N p v STAGGERED.FLAS�BEHIND G3 G3 O: T. a in u — — ---- w J 5 Rv I I I I - I O 5TAIRWELL SUOO 4 L �+. i i i I ;_. 2 x I O's @.16'o.c. TOP OF'PLATE - - /\1 5/8''FIRECODV GYP.BD.ON I I i— ———— —— I I W � I x 3 STRAPPING @ I W o.c. - • I I Z O_ C!1 a ( I DROP TOP OF FND.WALL I I I I ~ GARAGE I I QT.DOOR io I C1� O W zc I ) I I , �� I I' iI WORK i O E�—' cm GARAGE +, TOP OF (4'CONC.SLAB.ON.GRADE I I I I (4'CONC..SLAB ON GRADE I I cqp 4'CONC.SLAB _FOUNDATION N I I PITCH 2"TO O.H.DOOR) I I I ! m PffCH r TO DOORS) I I - I . I I TYPICAL I0"x 20' (�—CONCRETE FOOTINGS I Co W/345 BARS I i t DROP•TOP OF END,WALL I I I' I 3'-4-FROM BOTTOM ( I AT DOOR A BUILDING SECTION GARAGE ` I --._ O >.4 TYPCAL 8CONC. z _. A3 I I FlOUNDATION WALL I rT w 2-Jt4 BARS AT TOP I I BOTTOM AND MIDDLE DROP TOP OF FND.WALL I CONIC. w Q ril. I. AT O.H-DOORS I AP b L —_— _——_ —_— --J I — -- ------tjNC N 14 4 - NEW ROOF GOIVST 2 x 10 ROOF RAFTERS @ 16 o c. 12 011 12 I/2•CDX PLYWOOD ROOF SHEATHING A B G3 d 4t� 14- -ASPHALT ROOF SHINGLES - I SLB.FELT PAPER G3 G //1 -8•MIN.SPRAY FOAM INSULATION '-3' 9'-6'± 9'-6' '-3' 2'-6` 6'-6" 3'-0'-. V L @ ROOF RAFTERS(R-40) TOP OF PLATE ,2 x 1 2 RIDGE BOARD(U.N.O.) 2 x 8 EI G.J 1 5 f 6°o.c. — 22'-0' I I/2'GYP.BD.ON I x 3 STRAPPING @ I G"o.c. O FOUNDATION PLAN a a c. DUNKROOM BATH . NEW WALL CON5T. - Q m 2 x G STUDS @ I G'ox ROOF DECK CON5T. NOTE: 04 d" N �. I/2^PLNNOOD SHEATHING FOUNDATION CONTRACTOR TO PROVIDE 5/6 DIA. -G'BATT INSULATION(R=21). RUBBERT.S G.PLYWOOD SHEATHING a � N 3J4'T e G PLYWOOD -RU MEMBRANE ROOFING ANCHOR BOLTS AT 48'o c.WITH MINIMUM EMBEDMENT OF T SUBFLOOR-GLUED t.NAIIfD 1/2'GIP.BD. 2 x 4 P.T.SLEEPERS @ I G'o.c.ON FIAT INTO CONCRETE ALL 51LL FLATE5 TO BE CONNECTED U51NG SECOND FLOOR -W.C.SHINGLE 51DING -DECKING 3°x3'x 1/4'5QUARE PLATE WA5tlM- NOTE: 5UBFLOOR __ tYVEK' THE PLAN5 SHOWN ARE TOP_OF PLATE- 2 x 10 FLOOR JOISTS @ I G'o.c, HE SOLE PROPERTY OF THE DESIGNER AND CAN 9'BATT VL BEAM OTHERS) TOP OF PLATE NOT BE COPIED, INSULATION(R=30) AND/OR (SIZED Bl' - ALTERED REPRODUCED AND/OR - 5/8'.'FIRECODE GYP.BD.ON EXPRESS WRITTEN 5/8"FIRECODE':GYF.BD'.ON 1 x 3 STRAPPING @-I G"o.c: CON5ENT Of HE `I I x 3 STRAPPING @ I G'p.c. DESIGNER _ SCALE: GARAGE WORK 1%4"= F-0" 5HOP TOP OF 4"CONC.SLAB DATE FOUNDATION .FIRST FLOOR 12/6/2018 13 4'CONC.SLAB 5U5FLOOR 17 PROJ. NO.: 2018-345 ,,. ... B BUILDING SECTION GARAGE DWG. No: A3 c BUILDING SECTION @ WORK SHOP A3 0 5 10 I5 20 G3 QC COPYRIGHT 2018 ems. BY THOMA5 A. MOORE DESIGN CO. o � o . zoo 00 MO za O � 22'O" 22'-(7 12'-O° Q 5 N 6'6• UaN W A. C/) B C A B C W X G3 G3 G G3 G3 G3.. . 0 0 O W ED I I „ o � rrTT _ 2x 12 RIDGEWARD N N N ____—_ O ED /1 . _BEAM(5 ZED BY OTHE )- _ g Il�yl 2 x 10 FLOOR JOISTS .I.6"•o:c: N I 1� 1t IL , 3-2 x 12 HEADER CONT.I CORNER TO-CORNER /1 06 I O pr G3 G3 G A B G3 d" G G3 22'-O" 3,-o, L I G-O' 3'-0' (5HED DORMER) -" - NOTE;, �r THE PLANS.SHOWN ARE THE 50LE PROPERLY or 22•-0• THE DESIGNER AND CAN NOT BE COPIED, REPRODUCED AND/OR ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN ALTERED or THE THE EXPRE55 WRITTEN CONSENT1GNEP OP THE DESIGNER. NOTE I: All ROOF RAFTERS TO B,SS 2 x LO's @ 16P D.C. UNLE NOTE 1 ALL HEADER5 TO BE 3-2 x 8'5 UNLESS NOTED OTHERWISE SCALE : OTHERWISE NOTED NOTE 2:ALL P05T5 TO BE 4 x G UNLE55 OTHERWISE NOTED 1/4"= 1'-0" NOTE 2: ALL DOOR/WINDOW HEADERS TO BE,3-2 x S UNLE55 OTHERW15WF NOTED DATE : NOTE 3: ALL CEILING J015TS 2 x 8 I G"o.c: 12/6/2018 PROJ. NO. 2018-345 DWG. NO.: 0+_ 5 10 15 20 � G4 DCOPYRIGHT 2018 a ,.;. ,_..:. BY THOMA5 A. MOORE DE51GN CO. .�^t. e ti.m�.rt:.., �..�k„„a�;t:f^�....k. t+::cis.:..zr.;r:.:lire:,ar.5�au:•,�yR+ 7:..�.r„s:+,,,k,.�b<..,�.o..:� ....��..:,..a.....:.-+.,.. ., ..:. -..-._ � ..... :V' NOTE: "± THE PLAN5 5HOWN ARE (EXIST./NEW) THE 50LE PROPERTY OF CHECK LIST REQUIREMENTS: ( I 10 MPH, EXP. B) ''-O" '2'-'"± '4-4" Is'-o° THE DESIGNER AND CAN (ADDITION) (ADDITION) (EXISTING) (ADDITION) NOT BE COPIED, REPRODUCED AND/OR X "x"o.c. EDGE NAILING AND 1 2"o.c.IN FIELD NAILING ALTERED WITHOUT THE 12 (STEP) (STEP) EXPRESS WRITTEN CONSENT OF THE DE51GNEP NOTE: ALL DOORS AND WINDOWS TO HAVE 2 KING STUDS AND I JACK STUD UNLE55 NOTED BY THE OPENING -"-` - --'--"- -`-' "--"-- — -- - - G BY XK,XJ VI 2 3,_1 1 x 8'8" 2'-5" 4'_9" 4'_9" 2'-5" 9'_9" 5'-3" O cy') O CIO V V Z pN. N EW -.wp C� oo y' NEW DECK g c� F" do rn •� G ,, i WALK-IN I2 o A5 - }" Q 0 00 1 21 I CLOSET y q ER v W p CD 0 47 'z m g I2 f` g P GQG8 FWG GOG8 'e _=r DECK - QQom-' zi d N 2J 2J NG ^' (],' IL ° 8'_�" 3'-I o"I i �' - N EW Z d X cF 0 1 / WALK-IN O NEW MASTER CLOSET c MASTER BEDROOM w p ;, I _ I --- .� BATH I °—NEW— _ 4 ° _ _ _ _O —. --- i- HOME N + n in w W���cf3D OFFICE BASEMENz WINDOW T OrT WELL BfLOj. A, P: O 4-10 r I I V /� 5 3 z DRY - WASH LINEN I 1 N€W �zo x 6'8 Z NEW HAL ; 6„x68 x HALL I2 AS NEW PDR. +I x r,,n,� r' Rf }t F� O INEW BUILT-INS NEW BUILT-INS Ca+ 13 FG + __—__— 12 O " - ^ O" �� 2'-9" 3'-8" I---�-- INEW I, ;n ——— — ------ y: O FG7Cj -1r - ~-- O pO 12 2�2'O I Q -�fLOOZ PLAN I'_2" RIF_ 1 I LEGEND w N E o Q m ' i I I 3 4MUD RM. O EXISTING WALL CONSTRUCTION TO REMAIN w o,,. , I I IJ (� ,r�;-�- NEW WALL CONSTRUCTION _ Q GI I O Z L=� EXISTING WALL CONSTRUCTION TO BE REMOVED am,<; 4 _ _ 1 REMODEL I NEW (0) NEW SMOKE/CARBON MONOXIDE DETECTORS r- ---- I KITCHEN N 1 / NEW nI DINING N 2 0 O 12@2'0' Z (VERIFY CABINET - I LIVING i� I ' iI CEL g N LAYOUT W/OWE ) Dx66 IING INEW NAULTED WBA5E WENTCE INGENERAL NOTES: I WNG) , ~I/^L-"--�-dI CLO _--� _ I I ------�-� 3 WELL BELO I .) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS A D yxy,.,r; N DW \ l I I I I I IJ ? N DIMENSIONS IN THE FIELD PRIOR TO THE START OF OR_ 1 _I1 SINK I I ,-� I I I q 4 , I I I m SCALE 2.) CONTRACTOR TO REMOVE EXISTING DOORS, WINDO S,N 12 ---J — -- I I I r WALLS, * ROOFING A5 REQUIRED FOR NEW CON5TR " 3/1 G"= 1 '-0" CD J 3.j ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, A A o x DETAIL _3KJ AND FINISH. m 3K 3K 3K I I 3K DATE '.., b _J3K J 2_1 J J J I J 2J 12/5/201 8 ... F 4.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS g g.L, 9.L. � B g G `� � r?/�,� STATE BUILDING CODE (LATEST EDITION) AND ALL OTHER A 1 2 / .1� ;! � ROJ. NO. APPLICABLE LOCAL CODE5 "' G'_G" 2'-I t; , :•: SJ ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, s'-3" A5 1'-9° 5'-5"+ 2'_1 O" g 6'_6" O" 5'-5"±� DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION Of THE DESIGNER PRIOR TO 7-0" 12'-511± B DWG:`NO. COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION (ADDITION) (EXISTING) A5 CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE BUILDING CONTRACTOR. (EXI5TING) 0 5(ADDITION) 10 15 20 ©COPYRIGHT 2015 �EED BY THOMA5 A. MOORE DE51GN CO. y NOTE: THE PLANS SHOWN ARE THE 50LE PROPERTY OF THE DESIGNER AND CAN T-O" 1 2'-7" 1 41-411± NOT BE COPIED, (ADDITION) (ADDITION) (EXISTING) (ADDITION) REPRODUCED AND/OR ALTERED WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE DESIGNER. u.. Cc O. . . - NEW z 'IT DECK oLu ! oCIO z FOR FRAMING) B — W Q Q 00 s z c ►� docn d --- Q Q N Tn -. 0o a f N Q N W N z 1 z d x (i) Y 9. E N W O EGRESS BASEMENT WDWs-o—— WINDOW 4. Q N WELL E N r N II _ A I ; ' W 0-4 A5 O . _ EXISTING I fo+I OLmS. I I i ON FIAT AT I TIT I I STAIRS(V.I.F.) FULL I EXISTING F-�-1 BASEMENT ' ! o +I CRAWL w:r o� O SPACE 13R N� ccn 4 7..N M w Z NEW I � � o ° CRAWL # ► NEW �0 5PACE I 4 FULUFINI5HED `" W Q NOTE:SAW CUT EXIST.WALL BASEMENT E a 0-4 Z AS REQUIRED FOR ACCESS TO I s WD 55 ,�x 115 �. /`'� WDWs. p BASEMENT "�.J i-� NEW CRAWL SPACE I VZ N WINDOW ►--+ bIWELL q SCALE N £I I 3/1 G"= 1 '-0" 9 O DATE 1 2/5/201 8 A PROJ. NO. B BASEMENT ELOOK PLAN 2018-345 7'-0" 12'-s°± 14'-6"+ A51 s'o„ SO 5MOKEJCARBON MONOXIDE DETECTORS DWG. NO. (ADDITION) (EXISTING) (EXISTING) (ADDITION) 0 5 10 15 20 A6 ©COPYRIGHT 2015 1 x � � � y-` �� �;ry.�ask.�, BY THOMA5 A. MOORE DE51GN CO. `VI yi W//'y/��✓