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HomeMy WebLinkAbout4390 MAIN ST./RTE 6A(BARN.) - PLANS i MR . & MRSO DAVID P ARREL LA RESI I DENCE 4 390 MAIN STR ...................... EET CUMMAOUID , IAA ARCHITECTS NEW NG AND DESIGN P . O . BOX 311 . W . A NST 'A MA . 026 , 68 TEL ( 508 ) 362 9724 D RAII WING INDEX Tl TITLE SHEET Al FRONT ELEVATIONS RIGHT SIDE ELEVATION A2 REAR ELEVATIONS LEFT SIDE . ELEVATION A31 . FIRST FLOOR P LAN , DOOR SCHEDULE A4 SECOND FLOOR PLAN , WINDOW SCHEDULE A5 FOUNDA , TION ' PLAN A6 BUILDING SECTIONS , DETAILS A7 BUILDING SECTIONS , DETAILS A8 BUILDING " ,SECTIONS ; DETAILS ACCESS COVERS MUST BE WITHIN :>��•_Ot�'` r;'� F,, 24 .ACCESS COVER TO I/8 PER FOOT - ., � l2 01=,FI N1 SH GRADE p., FINISHGRADE FOR MIN. SLOPE 22.00 PUMP CHAMBER iFIRST 2 To / TEE BE LEVEL MIN. 2" OF ENT y l8 PEASTONE 4 , G PVC ,- t SCHEDULE 40 2 $ 40 +� zy Qz- 17 25 35 P35.70 7 S 35 90 p p ;; .. IA l/2 DIA. ,� � � .. L ♦ s a FDG � OUTLET X 8 WASHED STONE ar _, ♦ GAL 10 .MIN. PUMP CHAMBER D-BOX LEACHING CHAMBERS t o ti _ h Sm SEPTIC TANK _14 X • Z H H 20 16`W X 44'L X 12 D rem 6. H-20 Bw o PROF I-L E• NOT TO SCALE t roP s � `•••.- .. .� ♦ ♦ a1 13 - w ,..,.,, \ ; \ \ ♦ �'� - .a SALT MARSH - DEM - N . RESTR i CTED RESOURCi;' AREA LOCUS MAP •D�\ / S AL sANx\as, \ • ♦ t 4's SCALE l -2083-t S.F. 161 \COASTAL 318, ♦ T` 12 FLOOD ZONE A3 ♦ c \ ! t GENERAL , No TES � :. t ♦ k COASTAL X&A Xf, { w I. THIS PLAN /S FOR THE DESIGN AND --_ -•'�'.� i 1 ! \ \ ' -'C� s \ / .:$YN'to `CONSTRUCTION OF THE SEWAGE DISPOSAL r 1 ., ♦ •'t t � : .a1 ,.`; ''`""• _ ,., .,`t.,,. SYSTEM AND WETLAND PERM/TTI G 0 ro tb+ \ ' i t COASTAL►$Aylra o. 1 1 - - N PURPOSES / ONLY. so TO � r acm ,o \ �, \ M /oA .��, M• , a t } t Nw �- Bw •l 2. ALL CONSTRUCTION METHODS AND MATERIALS FOR THE SEPTIC SYSTEM t 4 41r y - FOD.E.P. DES 1 t N RM TO MASS.` D.E.P. I .,_ t ✓ ��.\ � ! �N �R ! 'TER �A SHALL CO t '� •2 ,\ 5 o r +� ` . COA TITLE AND L CAL BOARD OF HEAL TH t1r �BVw L \ , \ r �` �, r � ti bES 1 GlY FLOW. I r REGULATIONS.. : . -�; I > � •v / " 5 DROO S 110 • i i t - �% _BE M AT G.P.D. PER . 1 J. ALL SEPTIC SYs _ ! ! / T,1 •Y �Ai BANK 9 i BEDROOM EQUAL 5 G.P. D TEM,COMPONENTS LOCATED ) x y ,` / . / !! T: ! ya; . i UNDER AREAS SUBJfCT TO VEHICULAR TRAFFIC "� �. w � �. f ! / Bw�i 11.5 .. OR :GREATER THAN 3 /N DEPTH SHALL BE 4 �� ! •1 { `sar a - !/ ! / ! NO -GARBAGE ! / ! } 6.0 A GR/NDER CAPABLE OF WITHSTANDING - H 20 WHEEL LOAD5, �' ! M� / I / ! / ,. -•f - ,�! / 10.0 1500 GAL . // ! I ! / ! COASTAL BANK 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 I / / ! !' SEPTIC TANK REQUIRED: 1 ' SEPTIC-TANK �• • nRI t I .t / / ! �, # { ' 7 OR APPROVED EQUAL. T �o•; / w• / / t l a 550 8 5 H 20 _ / g / _l 3 a�, .�' G. P.D. X 150% 2 GAL. COASTAL BAIVX T$ I 1 !} 8.V 1500 SEPTIC TANK PROVIDED:5.` SEPTIC TANK. PUMP CHAMBER AND D-BOX TO 9E PUMP CHAMBER WATERTIGHT AND N PLACED ON LEVEL STABLE BASF. H 20 SIZE OF LEACHING FACIL I TY�i REQUIRED:! / ♦ • \ Sm a 6. ALL UNSUITABLE MATERIAL TO A► / ♦ ♦ s.9 550 E BE REMOVED FOR C N v } I I ! I ! �- q fi,.. �. i .2/ , ^♦ � ♦� \ � �. G. P.D. DISrA CE o T T �'a•, ` . I { 1 { ♦ / .v V, .4 ♦ \ N F TEN FEET_`AROUND THE LEACHING FACILITY / 1/s ,. t, i { vrr.6 13.? 6 DESIGN PERC :RATE MIN/INCH DOWN TO THE FINE SAND LAYER AND REP AC WITH S,9 \ > a l t / / ♦ �+�' L ED S .; a 1 i I I / � /.., / ♦ COAS t B \. { t Alm ea s TAB CLEAN $ D ` } 1 ! v - RN LE HEALTH REGULATION 1 . 14 AN I N ACCORDANCE WITH TH TITLE TL E S. �. t i T. BEFORE CONSTRUCTION CALL 'DIG-SAFE �. \ rgoPds�j, { i I \ \ { t t PROVIDED. 9-4X8 LEACH CHAMBERS W/4 I-800-322-4844 FOR LOCATION OF \ t $ ! { 1 Bw ♦T \ \ / } i t 1 \ - _ - SB wAt { l I T t \ / •. E STONE. 16 X 44 X 12 OVERALL UNDERGROUND UT141 T I ES. �} { } { 1 t i III 1 1 t \ \ / ► t �♦ AA - (16+1) X (44*1) - 765 SF > a } { 1 - } } �; \ 1 I ! co rAt BANK a 2` \ ,1 _765 X 0. 75 G/SF/D 574 GPD 8. VERTICAL DATUM IS: NGVD { r I 1 t \ / ! \ \ i { t l I t } \ \ ( / ! / _\ } 574 GPD 550 GPD OK 9. Ile FOR BENCH MARKS SET. SEE SITE PLAN. 4� 1 I { 40 1 �;� 1 { i 1 1 w •a ♦ 1 ' } i ♦ ' __ „,r . \ _ ,� sal 3 W a 10. BENCH MARK USED: TOWN OF Y RMOUT 0 A H M N •I lo.3R` •F V - ,IO V l t / ! (, #,IV.V. NO: EL .. � :�. . E .87 NO VD. `! / r coAsrat BANK I 1! B.V.V. 40. I/. SALT MARSH, COASTAL BANK AND BORDERING /; VEGETATED WETLANDS DELINEATED BY CAPE /44 ! Pt Po /�, // / I/ } 1 t i?•. .V.V. NO.It { ;,! Al sToN� I ! /g / // 0.1 } DIV. ( \ SM 2 / ! >fAL1f / .• / / /�/ �\ •to } .•. 1 /l ) s 'B' •4 ENVIRONMENTAL ASSOCIATES. / ! / ! t t / //♦/, r } ` 1 B.V.II_ No.9 R.V.w.` .to V w. , to. A 6 ✓' / / 7 / ! ! ! J/ /' t ♦� ��TAL BANK 3 \ \� 12. STAKED HAYBALES AND/OR SILT FENCE To o !! ! I i i 1 I / B.s t •, \ ! s I ! / I } \ \t BE PLACED ALONG THE WORK LIMIT• LINE yr #11 LOT� • �. ! ! / `''ter / / / ! ! t // } Coast'AL sANx 2 TO PREVENT SILTATION OF THE WETLAND UPLAND D 0 f DURING CONSTRUCTION. / / / �• \ / ! ! 1 r. \ N ! l8 88 - F, B.V.V. NO. o.s Mar ,4 /I WETLAND: 4785-0 t St..F. `' COASTAL BANK 13. ALL ROOF RUNOFF TO BE DI /` Qb / tl }! / /t t \` # i DIRECTED To I } } •I t r � r' ! r J TOTAL i 65867 S t F. cu GUTTERS DOWNSPOUTS AND DRYWELLS. / �� '� 1 } Iv t t } } t 12.0 B.V.V. AV.14 SEE WE 6 < 4 / t :I I l � } t \ i ^_r` L.. .,. � - �\♦ \\t l } %� � t i } � � \\ t �/ /, SOIL TEST PI T DA TA s ♦ 1 t I.;=. i { \ 1 / l / ! /--- INDICATES �_ INDICATES /0,6 / !♦ t } t t , I 1 \\ i 1 t\ V.w. xo.l-2 \ ♦ i i / PERCOLATION OBSERVED RESE ,VE \ t t i - j r { \ f \ I2.0 \\ ♦ ��// -� // 1` ! �' TEST = GROUNDWATER VO D-BOX �\ t, t i \ , 1y \ \ \ B.V.w. NO "`� "'• 9 2, �/ /,, t i �, 2 B, -3 T.P. T.P. T.P. i \ \ \ \ ♦ ♦` merit✓ �/ // /,• r/r � . GRND ELEV. 39.5 GRND ELEV. 34.5 GRNO ELEV. 3/.0 1.2 - /`• / /� ;�••. �/ /�/ G.W. ELEV. N/A .W. EL N/A .W. . 23.5 •sTj4tp } } / ,31 b, f \ XV.w. .I .'P No }6' G ELEV. G W ELEV w zor SB i } d / / < ♦ \ \ r�r✓. lvo:�I :. 20 �� /� �'' _.__. -- TOPSOIL TOPSOIL TOPSOIL FND { � �♦ \ i \ \ / V Jf / ��/ i'' �/` //i - SUBSOIL SUBSOIL SUBSOIL T { I / ♦ ♦ \\ \ \ // / J 2� .� �� -•------- - CLAY 36.5 /yes { Pot/ ! `` - - �\` \\ \B O�w• NO. � y ` #V Zy J � ✓ //�i��i,r// ir•,_~-. ` y 9-D FLOWDIFFUSORS - _ W/4' STONE. 44'X /6' O.A. �'/ '� i ° �♦ \ \ \ JJ JJ f J' // / /� 27.0 ! ♦ \ �`` `' \ i { 1 ► / % J/ / J/ ,. J/ �// //. FINE MED/UM 4 t VENT t / �� ` - `" t } t t t SAND SAND FINE ` \ ♦\♦ \ j.` t i Bdv.r.'No. 3 B.>G r� 1 ; // !l �,,-'/ SANG 7.5' 23.5 `,'��-f ; .` / f- ..1• � i r � / j w J � / � �! � ram/ / �� '`� \ ♦� 4' !! // !! / .�"� j / ! ,o !! !! r --''✓ �� 30.5 CLAY CLAY 0 24.5 10' 21.0 /0 C,c7 *L,91 u POLE#V9/4 / / / / , CLAY !/s / `� ! : !! / / fl / // J ! / �o/ I 12 27.5 /2' 22.5 NO WATER NO WATER #,kF. N0,�24 a.v.W._r ,--24 �e JJ J` JJ i DATE:_MARCH 22, 1994 p N� TEST BY: STEPHEN HAAS 4,*' U,y WITNESSED BY: ED BARRY / t,. r a.• 1 / . ,W. No. '�woe/ PERC RA TE ( 4 M I N/I NCH B v B.V,a s C \ ti / /erg ♦ .1` � ' � x7NV.27.o \\\ yr\ - � //f/ r j ,r rr rr' JJ J._. .�_r Q / ,� U POLE " / .... \ PUMP SYSTEM NO TES , I. PUMPS (2) TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 ,c` ! OR EQUAL. .. ! r � ;" / / ! '/' ! // �/ TES£HOLE •``Y/ ` i! p� ✓/ / / ! / /- '"-` t / 2. THE PUMPS SHALL START AND STOP AT THE ELEVATIONS SHOWN. 3. LOT 2 \//' -- } . , �� ! / / OLD WELL / \ t THE MANUFACTURERS SPECIFICATIONS AND TITLE V REGULATIONS, MASS DPW DRAIN EASEMENT' i w // / / j i HOUSE // } } PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE 957/31 / } •'' s s - // !� j / ! /' j t } DISCONNECTED AND LIFTED OUT OF THE PO4P CHAMBER BY THE LIFTING j a ��• !! ! / � - m % i �, 1 { t CHAIN WITHOUT HAVING To ENTER THE PUMP CHAMBER. i✓! \ \ F / / // TEST HOLE 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE t \ { t t t POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. or 24•MATTE 15' PiPE \ t j j \ �/ INV OP PIE � \ r'' �i I / •- M�` r ✓ / O \ \ \ \ / r � / / OUNI 4 PVC I UPLINO ., \ �. ,,,�' �„� :/ 1 { t / / INLET 2 PVC dUT MERCURY FLOAT LET \ \ \ \ J { I ! 1 SWITCHES �}, (5 .`� \ \ --•� `i LIFTING i ^� • `'. \ \ / .. NT 8 E 2 \ \ ALARM ON _!5.90CHAI 0 \` \ 1 ItFAAt 4 1 \ 1 r LAG PUMP Ohl w 1 ti b �\`• �� LATER STR sr', LEAD 14.9a 41/0 N, ,Ta EP1QE T PUMP ON v. EDGE � � "" ♦ S \ e'DaE a �` \ 1 h _ e0 v .. { \ l / ( { 1 PUMP OFF 13.40 y�� �, ,t I v J ! { j { d ti FT a PIPER •f t / I I Zz( / 1 ! { _ ' / PUMP DETA IL :NOT to SCALE // I I i i 1 J /1 / US/NG /000 GAL.' SEPTIC TANK \ :EDGE , I , ♦ 1 .SSTE P L� ,• N O ,q NLD / ! R-1058.75 PAVED DR l VE �\ / ! / / I I , AV / e Ire• OPENING IN vp � '� s' s toNE;WALL `♦ / ! / { . ����,� � � tom, /V/ -, J I CATCH WI 25.93 / / .: �. ' N 72 4l `3T'W STA 430#46. ' PC-STA 439.39.89 „ ,Lcp .. I � � :°.,w,. a ' STA 00 14.00~� _k PRE'PAREO FOR • flA V / 0 PA RP ` \ SCALE' : / .. 40 APR / L S . 1994 �l t REV 1 SED : ,4 PR ! L 22 / 994 STA 441•/4.dS _ RE' V I SEO : .JUIVE 9 - 1994 t f?E V / SE'O DUNE 00 Bb .E".N',G' I NE'L�'R IV'G' I NG J STA 442.63.a V , _0 20 40 80 JOB NO: 93-376 FIELD:CFW/R VB CAL C: SAH/CFW CHECK: CFW DkN: SAH ....j `0 `D CU 0 Q p�p STONE CHIMNEY �g a Li O USED BRICK + d` COBBLESTONE CHIMNEY Q USED BRICK + m (j I COBBLESTONE CHIMNEY , X Z F-1 fl� E3 P4 pp 0 Lf�� EllilEl -J� I HEE Q� A � 0 tU Z STONE VENEER N �z, R 0 Au ¢ a �Uo° a � o _ ��� A"N CC�D CORNER STONE Q Q BLUESTONE STEPS z p (� }— 0 FRONT ELEVATION u > � w SCALE: 1/4- = 1'-0- w Q 0 z STONE CHIMNEY WOOD ROOF SHINGLES USED BRICK + CONTINUOUS RIDGE VENT o� COBBLESTONE CHIMNEY RED CEDAR ROOF SHINGLES ON 1 x 4 STRAPPING w 5- O.G. �fl� ban U � d 1 x S RAKE. 1 x 2 DRIP MOULDING. TYP. � srertt WHITE CEDAR SHINGLES s 5- T.W. TYPICAL ALL ELEVATIONS Z TYPICAL TRUE DIVIDED 0 LITE DOUBLE HUNG WINDOW W/ 5/4- CA51NG lu [JEll 11- 1 x 8 FASCIA. 1 x 2 DRIP oz ^^" MOULDING. TYP. RED CEDAR SHINGLES 1 x 5 FASCIA. 1 x 2 DRIP J MOULDING. TYP. 1 x 8 FRIEZE BOARD O 12- DIA. WOAD COLUMN V CONCRETE GAP ° T* STONE COLUMN BASE o o a0 a O' p o SHEET NUMBER; TOWER ELEVATION NOT SHOWN AT TRUE ANGLE CORNER STONE Q STONE VENNER RIGHT SIDE ELEVATION FARTIAL LEFT SIDE ELEVATION SCALE: 1/4' = 1'-O- SCALE: 1/4' = 1'-0- FILE NAME, 9485A1 `D 00 `D 0-1 0 Q Ld J Ri USED BRICK + COBBLESTONE CHIMNEY X Z cu 0 cl� m �_ Pq Q PI) co CD a:LLIJ 3 � O 'ct A 0� W (U z Q Li Ld W Z STONE VENEER ¢ Q Q pa fJ� C�O�°� W Q EXTERIOR WAINSCOT DETAIL RIGHT SIDE NOT SHOWN AT TRUE ANGLE z � BY OWNER � z � o ELEVATION � WREAR W � SCALE: 1/4' = 1'-0" q 0 z USED BRICK COBBLESTONE CHIMNEY 0 STONE CHIMNEY CONTINUOUS RIDGE VENT RED CEDAR ROOF SHINGLES ON 1 x 4 STRAPPING s 5' O.G. 1x8 FASCIA, 1x2DRIP MOULDING. TYP. 1 x B FRIEZE BOARD TYPICAL TRUE DIVIDED Li Li LITE DOUBLE HUNG WINDOW W/ 5/4' CASING Z RED CEDAR ROOF SHINGLES ON 1 x 4 STRAPPING e 5' O.G. 1--.� rV O 3 12' DIA COLUMN D' ` V WHITE CEDAR SHINGLES o s 5' T.W. TYPICAL ALL ELEVATIONS BLUESTONE PATIO ON A SHEET NUMBER; 4' CONCRETE SLAB ,- LEFT SIDE ELEVATION SCALE: 1/4' = 1'—O' � r FILE NAME; 9485A2 co `D kD 8,q_ of 0 Q Ip 0. Li Q J � Ctl 21'-0' 2G'-O' 9'-0' Q 0i 4'-0' 13'-0' 9'-p' `D ti Pq CC)2'-0' 10'-G. 8' 10• 4'-G• 4'-G' o In CL 6- � O • O <9 - t p. in 1 90 A0 4 '6• 20' © P k 6 o5T Sp 0 / 0-1 12• G'-0' 8'-0• G'-O• II O O tip' q8 �•V` 4- k II GL ti l £q II v H 4 15R O J / M Ae0 N O 7'-4• d- II o 0 3 6• �£ - -L—_A Y . ao G 3 erC OCsoO OYR d q> L A V. 4 IO Ii 3,I p"Rr CS/Gjy O 4• k "TRq p • � —GL. 4 II I n 2 � V�. 6£ I o C qM qeI ��8. TpR 20'-0• 3'-1 3'-4 1/2' p // / <<//�j O N " HALL B lr 7 ,� 3_I / � o N Z 2'-4 1/2• `n N // O / V 3/ 9 p cu z L 1/2• 4 DN � // .� / � 6F k I O '� � � � � 0 30 ® � 0 // ti BENCH Fo 4 4 // ,Y gep�£8 w z BALCONY ABOVE �i - o w w 3 Q 12• DIA. � 3 1/2' LALLY 7'-8• G'-G' 7'-G• I COLUMN TYP. N Q u � Q � COLUMN Fl 2 A CIO Q u 4 W12 x 2G-STEEL BEAM ABOVE _ BUILT-IN II �pk G 5 Ii2, O H s /� p PORCH o N N � BOOKCASE I t \`� l p`/D ,4 2• FAMILY DOOM � � � q 3 1/2' LALLY /� p /� � //� � � O z COLUMN GARAGE I I o O > o I / £R QII / H LIVING ROOM Q i. DINING ROOM � , PANTRY eR 0 w o � I R � o DN Qb�,/C� 20 w _ I � � � wopb Cy/M z J 13-1 3/4• x 14' 3, ST L.V.L. ABOVE 13i ® ® I R£F V44. • 4eOV 9 I� 5 BUILT-IN I J G x G SOLID £ 2 O , ZIA BOOKCASE POST ' 4 k \ Fps;, 50 ® O 4/b \ O o co 2 0 \ 0 AG 158' O KITCHEN / O 0 O 2 'O• OO 4 / 40 G'-O• 10'-01 8'-01 4'-G' G'-G' G'-G* 4'-G' 2'-2' FpST6 Sp o 4/D �G o \ b BREAKFAST/ ST/ w�12' 24'-0• 22'-0• 4'-4. NOOK N (V / pNt %9 3` / 6. 2 C / �\��7 O Ii2• k 1 p 8 , 80 DOOR SCHEDULE KEY QTY. DESCRIPTION ROUGH OPENING MFR./MODEL 1 1 FRONT DOOR— 4'-2 1/4' x 8'-2 3/4• 4'-0' x 8'-0• CUSTOM MANUFACTURED S �p, 8 ^ <J 2 2 FIRE DOOR 2'-10 1/4' x G'-10 3/4• STANLEY K1 28G8 3 2 OVERHEAD 9'-G' x 7'-0• OVERHEAD DOOR CO. OR EQUAL 8 '6• < 4 18 G PANEL PINE 2'-8 1/8' x G'-10 1/2' MORGAN M-1051 2GG8 DZO .2� 5 3 FRENCH PATIO DOOR 5'-3 3/B' x G'-10 3/8' MARVIN CFDR50G8 S '0-, co G 1 9 LITE EXTERIOR 2'-10 1/B' x G'-9' STANLEY K4 28G8 O < 7 4 BIFOLD 5'-2 1/B' x G'-10 1/2' MORGAN M-4FD-1051 C50G8) I /--0•, 8-- 40 8 5 FRENCH SLIDER 5'-1 5/8' x G'-10' MARVIN WSFDR50GB XO FIRST FLOOR PLAN 6- 3 2 9 4 FRENGH SLIDER 5'-1' x G'-10' MARVIN WSFDRGOGS XO SCALE= 1/4• = 1'-0• S,p, Zi2, k Ip 10 3 G PANEL PINE 1'-8 1/8' x G;-10 1/2' MORGAN M-1051 1GG8 SHEET NUMBER; 11 1 BIFOLD 4'-2 1/8' x G -10 1/2' MORGAN M-4FD-1051 C40G8) �r 12 1 G PANEL PINE 2'-2 1/8• x G'-10 1/2' MORGAN M-1051 20G8 13 3 24GB POCKET 2'-8 1/B' x G'-9' MORGAN M-3912 2000 NOTE: ALL LINTALS FOR OPENINGS IN STONE VENEER TO BE SIZED BY STONE MASON 1'4 1 FRENCH PATIO DOOR 2'-10 3/8' x G'-10 3/8' MARVIN CFDR28G8 ' FILE NAME, 9485A3 25'-0' 22'-0' q'-p' 00 4;4• � �D 0i 2'-0' lq'-O' 4'-0' O 4'-G' 4,`4• 3 0 N 6, 29�0- Li Nt J � X z i q 8 OS J =g. co 1 N D. 0CD OPEN TO ABOVE d A6 BELOW O LAUNDRY n00 O II DN 1 ABOVE • � ,� GL. II 13 . � O 2'-4111/2 4'-4' 5'-8 WOOD RAILING K O O L O N 0 C9 BEDROOM #1 II �} n � � N � I I f-�L� in 4 \8 1i Q � . MASTER BEDROOM G'-4 1/2' 2' 2 1/2' 4'-7 3/4' WOOD RAILIN 2; 0 WINDOW SEAT W/ 4 0 — — — — 2• STORAGE BELOW CL. _ O 11- -� LIN. 10 7 4 k 3� O Oi ap �i GL. r— - (/N POS 4 50 p 4. 0- 3'-10 1/2' 5'-10' T C/b PULL DOWN N 4 `� 6�S• 'y 40 4'-4' 2'-6 1 STAIR TO ATTIC n BATH ra WINDOW SEAT W/ w STORAGE BELOW / ®� tiN o 4 10 LIN. / r� / O 4 o 10 `g• c9 WQ - BEDROOM 10 Zi -i `r OPEN TO BELOW 4_Gco i2 O Q Y C444/I',/n, ,o� ra v� r� u Q 5 Li 13 /� '4 1� '� \ ' BATHc] BEDROOM #3 N Q BA�T1-t \ (IV o z • / \ � \ \ \ Q BEDROOM /�4 f 2 i9 ® ® ® OM 6• S, \ rl 0 Ld w Oco O Q II' H 40 (V O O. o 8'-O• 11'-O' 4'-0' 4'-G' G'-G' G'-G' 4'-G' 2'-2' K ' z 3 2• � //y��� S. IO• co 2'-0' 23'-0' 8�0• � i � n� 25'-0' 22'-0' 4'-4' UP K POST SOC / N IZ.,IO• � O � SITTING ROOM o 2�._8 NO R WOOD SEGOND FLOOR PLAN RAILING DN 50ALE= 1/4' = 1'-O' 0 WINDOW SOHEDULE �- •" KEY QTY. DESCRIPTION ROUGH OPENING MANUFACTURER/MODEL REMARKS 4 `�•* la__I � o %1 A G DOUBLE HUNG 2'—G 3/8' x 4'-8 7/8' MARVIN WDH2424 oz O B 3 DOUBLE HUNG MULLION 5'-2 3/8' x 4'—8 7/8' 2—MARVIN WDH2424 3' STUD POCKET 4•,O. C 1 DOUBLE HUNG 2'—G 3/8' x 3' 5 9/1G' MARVIN WDH241G * ." D 1 CUSTOM SEE ELEVATIONS E 1 CUSTOM SEE ELEVATIONS DZ O 37 F 3 AWNING 4'-1 x 2'-0 q/1G' MARVIN WAWN4824 V u- 4 ,O * G 1 CASEMENT 4'-1' x 3'-4 9/1G' MARVIN WCM2440 2W H 3 AWNING 3'-1' x 2'-0 q/1G' MARVIN WAWN3G24 0— Nt J 5 CASEMENT 2'-1 x 2'-8 q/1G' MARVIN WGM2432 SEE ELEVATIONS T�tIRD FLOOR PLAN K 11 DOUBLE HUNG MULLION 5'-2 3/B' x 4'-1 q/1G 2—MARVIN WDH2420 3' STUD POCKET SCALE, 1/4' = 1'—O' L 2 TRIPLE AWNING G'-8' x 2'-0 9/1G' 3—MARVIN WAWN2424 3' STUD POCKET SHEET NUMBERi M 7 DOUBLE HUNG 2'—G 3/8' x 4'-1 q/1G' MARVIN WDH2420 ;' '�,r�n, N 10 DOUBLE HUNG MULLION 4'4 3/B' x 4'-1 q/1G' MARVIN WDH2O20 3' STUD POCKET P 3 CUSTOM SEE ELEVATIONS . Q a Q 3 SKYLIGHT PER MANUFACTURER SPEC. VELUX 304 <a R 1 DOUBLE AWNING 4'-4' x 2'-0 q/1G' 2-MARVIN WAWN2424 3' STUD POCKET ` ns a . S 2 QUARTER ROUND 2'-5' x x 2'-3 q/1G' MARVIN WQCIR2828 . FILE NAME. 9485A4 co kD `D cu 0 LLJ J d- Pq MONOLITHIC 4' CONCRETE SLAB Q W/W.W.M. 4- 10' CONCRETE FROST m F- WALL ON 20' x 10' CONT. GONG. x z 0i FOOTINGS TO 4'-0' MIN. BELOW GRADE 10' CONCRETE FOUNDATION El CL/ %0 ON 20' x 10' CONTINUOUS Pq Q 21'-0' 2G'-O" CONCRETE FOOTING PQ pp I6;o• 0 CD 4'-0' 13'-0' q'-O' 8,q• c9 I I DROP WALL 7' 0' / / , - 1 in I I FOR . STEP // / ° e \ 'O• AG o M A 1 Jl l o a �/ \ CI, ^N 0- BM 12' DEEP CONCRETE \ �g 3' PKT. CHIMNEY PAD 1'-0' \ w x FULL BASEMENT I AROUND CHIMNEY c`I o iD 4' CONCRETE SLAB q7 e 2 k 1 / d \ \ / 32x10DROP A GIRT ABOVE. / \ FOR SL/ABL / F l9 4 _2• 4'-8' 5'-G" 5'-G" 4'-8" // m �� - - - 3-2x10 3-2x10 ` / / / N 0 0 0 i9 I BM _ GIRT ABOVE GIRT ABOVE �/ �' x MONOLITHIG 4' CONCRETE SLAB / ¢ I --�— DROP WALL AT PKT (- F 7 p 13 \ i W/W.W.M. + 10' CONCRETE FROST / W z I M / / WALL ON 20' x 10' CONT. GONG. Ld J 3 q OVERHEAD DOORS - --I - -�—I- - } - --}— -o---}- - - —I- -o--I- - -}—BSI` v> �'/TT �\ ` � FOOTINGS TO 4'-0' MIN. BELOW GRADE / Q Q L _ L — L L \ I VERIFY HEIGHT OF TOP OF SLAB q 0 q v Q 4'-0" 4'-0" S 'S• �/ �`0 / WITH OWNER. ALLOW FOR BLUESTONE / w p HEADER PROVIDE ACCESS NOTCH WALL �./ / 'O• \ /� p `�/ p / q p GARAGE F 7 TO CRAWL SPACE FOR BEAM .S 1• / CRAWL L SPACE / I N C4" GOGNRETE SLAB W/W.W.M./ 2 x 12's I �}— 3-2 x 12 O ` `< / m 3-2 x 10 2' DUST SLAB / z `V 3" PITCH TO OVERHEAD DOORS) I e 1G' O.G. LTGIRT ABOVE. DROP WALL 7' p- ` �j GIRT ABOVE / 2 — 40 O � 0 3-2x10 2 / uH u in I GIRT ABOVE 2 x. 12's x C / e 16 12 s / W e 1G O.G. N / O • / q �9 --1— DROP WALL AT DROP WALL I2' � 1G, X 1G' CHIMNEY OVERHEAD DOORS l O (9 6- I AT STAIRS I �n BASE / _ O 12' DEEP CONCRETE (9 s 2 X / 12' DEEP CONCRETE / I GHIMNEY PAD 1'-O' / 1G. 12 s / CHIMNEY PAD 1'-O• I DN I AROUND CHIMNEY O C. WITH 11.25" x G' RAISED SILL AROUND CHIMNEY FOUNDATION WALL I 11R I I— — J �- -I- -1 /� �. / WITH � I / � � � � / ON 20* FOOTING 10' CONTINUOUS — — — — — � - - - - - -� I I I I 1 / I 4' JOIST SHELF N I DROPPED 7' / �9 t9 I 40 i 3 1/2' CONCRETE FILLED / — — — — — — — — - — — —� — I ►� I 4' JOIST SHELF / LALLY COLUMN ON / DROPPED 7' O / /� CONCRE T' COLUMN PAD TYP. / 15' FOUNDATION WALL W/ 12" SHELF FOR STONE VENEER W/ 3G' x 12' .CONTINUOUS CONCRETE T 24• // FOOTING 10' CONCRETE FOUNDATION W/ 4' JOIST SHELF / ON 20' x 10' CONTINUOUS �M / CONCRETE FOOTING P�-T 3-2 x 10 / 25'-0' 22'-0" '-4' GIRT ABOVE 40 U--� 10' CONCRETE FOUNDATION ON 20' x 10' CONTINUOUS / / CONCRETE FOOTING / ,O 2 V J 0.0 4 ' I6 Its 26-,0• / >` 0C 10' FOUNDATION WALL S WITH 11.25 x G RAISED SILL T ON 20" x 10" CONTINUOUS FOOTING O S-0•* F OUNDATI ON PLAN. SCALE: 1/4' = 1'-0' S;0 NOTE= PROVIDE SOLID BLOCKING UNDER SHEET NUMBER, ALL SOLID WOOD SUPPORTING P05T5 FROM ABOVE y��j• 'sr { y` AA ��• ��,Sf6WYM1 FILE NAME; 9485A5 00 `D CONTINUOUS RIDGE VENT 0,j 0 Q TYPICAL ROOF CONSTRUCTION: CONTINUOUS RIDGE VENT TYPICAL ROOF CONSTRUCTION RED CEDAR ROOF SHINGLE5/1 x 4 STRAPPING e 5' O.G. /2 x 10 RAFTERS e 16' O.C. Q W "t /PROVIDE 'PROPERVENT" OR = 5TYRAFOAM _j cu pq INSULATION TO MAINTAIN VENTING AT 'EAVES AND SLOPED INSULATED CEILINGS 12 C PROVIDE GONTINUOUS SOFFIT VENTING I6 X z (lj 9' FIBERGLASS IN5UL. 0 � m pq Q ,-, Pq q' FIBERGLASS INSULATION ATTIC - CC)p o 3/4' PLYWOOD FLOOR 3 I 2 x 10's e 1G' o.c. 2 x 10'5 e 1G" o.c. 2G'-O' TYPICAL EXTERIOR WALL CONSTRUCTION /� ALL ELEVATIONS/WHITE CEDAR SHINGLES HALL ALL AT 5' TO WEATHER/'TYVEK' OR EQUAL �}R��p O O M �� R�•� BUILDING WRAP/ 1/2' PLYWOOD SHEATHING V R i I 13 RO O 2 X G STUDS AT 1G' O.G./ co BEDROOM #3 O G 1/4" FIBERGLASS INSULATION 3/4' T + G PLY. 5U5FLOOR 3/4' T + G PLY. 5UBFLOOR 12 GLUED + NAILED TO J015T5 GLUED + NAILED TO J015TS 12' CANTILEVER AT STONE VENEER TYP. li 24 ALL THREE SIDES. LADDER FRAME AT WqRff�2 x 10's e 16' O.G. 2 X 10's e 16' oz.. 2 x 12's e 12' o.c. END OF GARAGE. EXTEND JOISTS 48' PROVIDE 2-2 x 10 HEADER e ENDS BEAM �-W\ 2 x 6 NAILER 3/8' LIVING 5/8' F.G. GYP. BD TYP. TYPICAL STONE VENEER CONSTRUCTION: BOLTS e 24' O.G. ALL GARAGE WALLS + ROOM OM 3-1 3/4' x 14' L.V.V STONE VENEER/ METAL TIES e 1G' O.0 CEILING f HOR.. 24' O.G. VERT. / 15# FELT PAPER/ G 1/4' FIBERGLASS IN5UL. TYP. DINING ROOM 0 _u Lf IN BASEMENT CEILING 1/2' PLYWOOD SHEATHING / 2 x 4 STUDS _ G��QG� 3/4' �T d- G PLY. SUB e 1G" O.G. / G 1/4' FIBERGLAS5 INSULATION FLOOR 3 GLUED + NAILED TO JOISTS w A6 N o THRU WALL FABRIC, FLASHING TYP. 4" CONCRETE SLAB z 2 x 12'5 e 16' o.c. 2 x 12's e 16' o.c. Z PROVIDE WEEP HOLES w 18' CONCRETE WALL 3-2 x 12 3 1/2' GONG.-FILLED STEEL ►W- ¢ ¢ ra cl- O 2 x G P.T. SILL GIRT LALLY COLUMN CRAWL SPACE q Q v z 4 2 x 4 P.T. SILL Li 36' X 12" CONTINUOUS 10" CONCRETE AG G CONCRETE FOOTING FOUNDATION WALL FULL 13 A S E M E N T 2' DUST SLAB Q z � o z 20' x 10' CONT. H CONCRETE FOOTING GROSS u SECTION TYP' 30" x 30" x 12' (4 W Q!� CONCRETE COL. PAD Q AG SCALE: 1/4' = 1'-O' 4' CONCRETE SLAB El z 2 CROSS SECTION A� SCALE: 1/4' = 1'-O 2 x 4 STUD WALL 15# FELT PAPER TYPICAL STONE VENEER GON5TRUGTION 1/2' ANCHOR BOLTS e 48' O.C. THRU-WALL FABRIC FLASHING #4 e 18' O.G. VERT. BY 24' LONG O �I V 2 #5T +5 IG-1 1'-O' TYPICAL 2 x 6 WALL CONSTRUCTION O z 2 x 4 P.T. SILL 9' 1'-6' q' 1/2' ANCHOR BOLTS DZ e 48' O.G. ' 2x12'a 1G* O.G. 6' 4' 2 x 4 P.T. SILL DZ 10' 1/2' ANCHOR BOLTS M e 48' O.G. 3'-0. Q_ V SHEET NUMBER.- DETAIL rT DETAIL �� �,- •��" ��r ,f ., ` � ,.�-- A6 SCALE: 3/4' = 1'-O' A6 SCALE: 3/4` = 1'-O INC r� A AS FILE NAME: 9485A6 1,D 1 0i 0 STONE CHIMNEY Q CONTINUOUS RIDGE VENT Q L LJ d J N � Q � m +— RED CEDAR ROOF SHINGLES/1 x 4 STRAPPING X Z �,D RED CEDAR ROOF SHINGLES ON • 5' O.G. /2 X 10 RAFTERS s 16' O.G. F-1 Q 1 X 4 STRAPPING e 5' O.G. /PROVIDE "PROPERVENT' OR = STYRAFOAM 12 STYRAFOAM INSULATION TO MAINTAIN VENTING PQ AT EAVES AND SLOPED INSULATED CEILINGS 3 Lo 6 9' FIBERGLASS INSULATION 1 X 8 FASCIA. 1 X 2 DRIP 2 x 10'5 s 1G' o.c. MOULDING. TYP. 1 x 8 FRIEZE. BOARD PROVIDE CONTINUOUS SOFFIT VENTING N TYPICAL TRUE DEVIDED -�+-3 0 LITE DOUBLE RUNG WINDOW 1J I� I i -tt- W/ 5/4' CASING i cp 3 3/4' T + G PLY. 5UBFLOOR A7 GLUED + NAILED TO JOISTS 14' 2 x 12's s 12' o.c. LLI' TYPICAL EXTERIOR WALL CONSTRUCTION: N 12' DIA. COLUMN. VERIFY ALL ELEVATIONS/WHITE CEDAR SHINGLES WHITE CEDAR SHINGLES � SPECIFICATION W/ OWNER AT 5' TO WEATHER/'TYVEK' OR EQUAL A 5" T.W. TYP. d pp BUILDING WRAP/ 1/2" PLYWOOD SHEATHING DINING ROOM M I G 1/4' FIB RGLA55GINSO RUL TION cd r ¢ 3/4' T + G PLY. SUBFLOOR 4 — _ — GLUED + NAILED TO JOISTS z A6 Li 3 p 2 x 12'5 • 12' o.c. 2 X G P.T. SILL Q u r Y ate. R 0 Q v Q 5'-0 3-2 x 10 GIRT 19'-O' pp /� `�, p /� 10" CONCRETE w G R A V V L S I AGE FOUNDATION WALL BLUESTONE STEPS Q z � 2" CONCRETE SLAB 20' x 10' CONT. EDz 3 1/2' GONG.-FILLED STEEL CONCRETE FOOTING f- El LALLY GOLUMN c� > TYP' 30' x 30' x 12' w CONCRETE COL. PAD Q o z 1 OROSS SEGTI ON A7 SCALE: 1/4' = 1'-0' TYPICAL ROOF 12 CONSTRUCTION 4 1/2 3/4' Td-G PLY. GLUED 4- NAILED 3/4' T+G PLY. GLUED + NAILED 's s G. TO JOISTS TO JOISTS BALCONY RAILING TO BE SPECIFIED BY OWNER iv 2 X 12 JOISTS • 16' O.C. 2 X 12 JOISTS e 1G' O.G. V TYPICAL WALL MUDROOM 2 X- 8 BLOCKING CONSTRUCTION 2-2 X 12 4- 1/2' CDX PLY. BEAM 2-2 X 12 + 1/2' CDX PLY. BEAM 1/27 BLUE BOARD W/SKIMOZ GOAT PLASTER 50LID BLOCKING 1 X 3 STRAPPING FOUNDATION WALL 1 X 3 STRAPPING 2 X 4 BLOCKING 1/2" BLUE BOARD W/SKIM 1/2' BLUE BOARD W/SKIM XNI 10' CONCRETE GOAT PLASTER 1/2' BLUE BOARD W/SKIM GOAT PLASTER < D CRAWL SPACE GOAT PLASTER �( 2 X G BLOCKING 77 2 X 4 BLOCKING 2 X G BLOCKING v 20' x 10' CONT. COLUMN GAP CONCRETE FOOTING COLUMN GAP oz WOOD COLUMN. PAINTED WHITE SOLIN BLOCKING WOOD COLUMN. PAINTED WHITE O SEE SECTION 1/A7 FOR TYPICAL NOTES d- 3 DETAIL ® SHEET NUMBER; 2 SEGTION T�fiRU MUDROOM4 DETAIL BALCONY ay A A7 SCALE: 1/4' = 1'-O' A7 SCALE: 1 1/2' 1'-O" A7 SCALE: 1 1/2' = 1'-0' -ddd a RDAPP NL Q OF FILE NAME, 9485A7 -. -: ,. -. ,.- �My� _ W - , 11, 'W^^ .. 11 , W ' .. nn '' `V .. >. .. I 0 1 , t ROOF_ GONST U R GTION Q , ED GED R AR ROOF SHINGL E5 / Z , 2- A , L YE R 5 '1/4 GD `X PL YWOOD SHEAT HIN / . 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E- . . (� C1J ALL TIMBE R FRAMING N FOR TOWER X Z `0 - ROOF-TO BE THE RESPO 5 0 '' N IBILITY OF ` p Q THE OW NER 00 . - o . 0 _ AS F TEN B TIM E RS 70 ,TOP 3 .1 GONTI U PLATE W/ G QLV ANIZED N OUS RIDGE :VEN ;T HUR RICANE GQNE CLIPS E G R D EDA O R R OF 51INGLE5/1 x TOPS 4 ST QPP N P PLA TE A E G R ONS T TRUG I TON s 5 O.G. / 2- 2 x 12 AF 2 ,x` 6 /R E 5 16 W 5 1/T R O G. 5 /P OVIDE . -. x `3/8 R POPE R RYENT O_ R STYRAFOAM 57EEL_P A L TE BETW EEN. . MITER 5TYRAFOAM INSULATION TO MQIN7AIN VENTING 'GUT 'GO RNE RS .WELD. N ' Q T EAVES A ND 5L`OP ED INSULAT FE D CEILINGS ASTEN W/ ' /3 8 DIA. BO LTS S 24 O.G. STAGGER BOLT S. c9 . , 1 q• F IBE GL R A55 INSUL s` ATI ON 2x10s 16 o.c. \ 2 O \ ` x 1 s 16 0.G. ._ \ / '' \ ' PROVIDE R VIDE CONTINUOUS SO FFIT VENTING TYP. TY IG�-��I�I.1 I I­I 11I I�-.�I.II I I��I II I'I II'II.I. II::-:Icc�cIZ\\tjI LiI�I l-.II_r,.I I11 V.-,4--III-4 I I I P AL/. 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