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HomeMy WebLinkAbout0140 BAY ROAD - Health Ilk Road c'Utuit A=007 - 019 e' No. :� s °' ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Digpo$of �&pq;tem Co gtr Lion permit Application for a Permit to Construct( ) Repair( ) Upgrade( J Abandon( ) Complete System ❑Individual Components Location Address or L91 No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel e� e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 101Y 2E920M i 19 Fk�-I�o>,se Jrn� Type of Building: 17S'l —163 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage G • der Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /t 0 C_p.) = 4q0 gpd Design flow provided gpd Plan Date Number of sheets Revision Date 46 / Title Size of Septic Tank _ t Type of S.A.S. Lt, Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ` Agreement: The undersigned agrees to ensure the cons uc ion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions n r mental Co d not to place the system in operation until a Certificate of Compliance has been issue y this Board 1 Si ne Date Y " Application Approved b Date / O �s Application'Disapproved by: Date for the following reasons Permit No. 20 0 Date Issued No. _ J fi .•. -eta ' a-�: '�'1� Fee ` THE COMMONWEALTH.OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprication for �Digpo4al �bpztem Construction Permit Application for a Permit to Construct( Repair( T ,n. ade(Q Abandon( .� Complete System'E Individual Components e ` Locpti,oQn Address or L No. Owner's Name-,Address,and Tel.No. �LLff P J &, Cotvt-t �aN `ovc7�r (a a) 6 q i :-9 3 Assessor's Map/Parcel .n Install. 's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1 2RSOM 118 F 0c-h'16wP_ kci Type of Building: 5 g .-43t,13LF Dwelling No.of Bedrooms Lot Size sq. ft. Garbage G • der �. Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , r Design Flow(min.required) q) /i 0 G P4) _ qo gpd Design flow provided gpd Plan •Date Number of sheets Revision Date � ,ta Title -----'.`_"`, •f r . F' Size of Septic Tank C-Typeo . . . cl �G wL'}i' S Description of Soil 1 Tn g Nature of Repairs or Alterations(Answer when applicable) -pate last inspected: Agreement: The undersigned agrees to ensure the cons trr,cton and maintenance of the afore described on-site sewage disposal system in accordance with the provisions,of-Title 5 of thenv�ironmental Co .and not'to place the system in operation until a Certificate of Compliance has been issued`by this Board ofrHealt Si nee f _cif �l_ Date Application Approved b. / ° Date Application Disapproved by: ' Date for the following reasons Permit No 2 0 C:V Date Issued _ THE COMMONWEALTH OF MASSACHUSETTS — BARNSTABLE, MASSACHUSETTS Certificate of (Compliance A THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Repaired ( ) Upgraded ( ) Abandoned( )byGf at j q 0 gq�j G'c, �� has been constructed in accordance with the provisions of Title 5 and1 t�he�for Disposal System Construction Permit No. 24-)o(2 `�Zz/ dated —7 1 1)(D . Installer ' h en p Designer �- �,;7'1�n i.I A& 0"\ #f bedrooms '! _ Approved design flow 11y y D gpd The issuance of this permit shall,not `e construed as a guarantee that the system will unctijoal—d esi ned. Date p i/ �P Inspector l -----`�-- ( / - —� ------------------------------ — --- No. / 01/(� 3 Zy � Fee ��� �y . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igpoga1 i§pgtem Construction Verrnit Permission is hereby granted to Construct ( Repair ( �) Upgrade ( ) Abandon System located at J and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. , Date Approved by z T N OF RAR.NSTABLE LOCATION — ;- SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL- INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 6 (size) �S3 k l a► NO.OF BEDROOMS �� OWNER �- Y `J ; PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet9LJVa0ng facili Feet FURNISHED B a 35 3 U o' 3, Lto , - 33 qq 3 � Transmittal .Letter To: Board of Health ,. 200.Main,Street __ ... ... . .. — Hyannis;iV1A 02601 Attn: Dc.,%, From: Stephen A. Wilson, P.E. Subject: 140 Qea.a . .t Date' 24CXY7 We are sending you ® Attached ❑Under-Separate Cover The following documents: Prints❑Order of Conditions❑Variance Approval El Recording Slip ❑ Septic System Permit ❑Notice of Intent, Other - DATE QUANT&V `'DESCRIPTION 8'13-07 dry In These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ■ For Your Files ❑ For Review and Comment ❑ For Recording ® As Required Other: Additional Distribution h D Leven Tr le} N G ty.Jkho, File No. 2 oo 2—e s/ Baiter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doc Town of Barnstablle Regulatory Services Thomas F.Geiler,Director EARNS7'ABLE .. M g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: S-►3•zov"7 Sewage Permit# Zo 06 - 3 Z y Assessor's Map\Parcel ► a -7 LP.l q i Designer: Spey A. l.J;I P. t=_ Installer: RI N C�I.Qtw=fic... Address: Sav;kr- WI,& Address: Pe). Wm 51 i W KJOMtF4-1. Imal9fwu W11IIa 026W On H Cw1.a,1r-rycKc" was issued a permit to install a (date) (installer) septic system at I14o !3o.. R"me . C.a1-v it based on a design drawn by (address) SLvVK4h A • W,19m . ne dated 7-/9- Zoo, (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or ed as-built by signer to follow. STEPHMN s ALLYN (Inst er's Signa re) 1hiL ONJ 4 v 1�.3fl2i@ i � SS/0r""JAL esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU." Q:Health/Septic/Designer Certification Form 3-26-04.doc <*2,bo'2-o S ram^ "•ter ova J 9' ~ f t T•d W-060bS80S No lonKSNOD HT J:I lod--i 6T:�!_t ,L On2 d F I ti I wf 24 cr< , - - € 3 0, x 0O"Z , } , Q 33 a NOTEALL WINDOWS' DORMERS,'STAIR :� o ARE.EXISTING TO REMAIN.A5.15..'„ , V v r ^ ee , i , , y ;.. s:. , z m I , . ., .. N QUEEN' �. � .- : .. •. SHIFT EXISTING ' c r IL , WALL �. r o F . : O p.. I 1 w , RAISED CEILING s „ -. - iNITH GEILING_FAN Z I I CV (A5'D RAW N 8-0 X 8 b; . 3 _- . EXACT SIZE TBD) DN , w r e -. -. .: ..' a-... .. .: �: �• ... , , , a r r` .w w _ LN 9 NEW BATHROOM: , o �L a L - - ... 4' X SHOW � -0 y 33-. VAN ITY. - r x a - , AD SHLVG • a N BACK WALL : cV AD17.2.O.DDOR : a ,: EXISTING _ ADD CLOSET � - 'r N SHELF AND ' . POLE: - u. : .• , �"erg. _ - _ .:/ -" � .. ' r , ° Date: b _ _ �' 3613 " Revisions: 4-1-13 • � :; Final Plans: , BUILDER TO CONFIRM ALL_ 4 14` 13 > , CONDITIONS - „ AND DIMENSIONS ON SITE` Accepted by: Date. SECOND FLOOR PLAN Above Garaae scale: 1/4=1-0 Note:These plans are for the sole purpose and - . use of Gapizzi Home Improve ment and are not Accepted b Date: tha e,distributed,ca zzi Ho use d for construction other, • p y = _ - , ; t y p me Improvement.,..: n C e •1' / . .. .. I 4' 24' SITE C0tnit o J EL = 38.5' EL = 37' ■ �'r r PLATFORM/RAMP 8' ELEVATIONS: .. •v i' `. 4' CL UPPER: EL = 22.5' �- i x `MM1011A� LOWER: EL = 21 ' _ + �•+ 4, 4'{ram e Oki f-,11 '.�ACMfi 8' IN LOCATION MAP 1 , : ► ri lr +crns COTUIT QUADRANGLE stoves ro ac a-nN ra- NOT TO SCALE �- ASSESSORS = - . RAMP MAP 7 PARCEL 19 rx Ir PLATFORM EL = 6.0' ZONES: - STAIR DETAIL AQUIFER PROTECTION OVERLAY DISTRICT i - SCALE 1 10' 7. ZONING DISTRICT: RF { 1 FOOT ABOVE EL = 4.3' MINIMUMS PLATFORMS TO BE 4' x 4' EXISTING GRADE AREA = 43.560 S. F. EL 1.3; (MHW) STAIRS 3' 6` WIDE FRONTAGE - 150' 6' EL 0.0 WIDTH - FRONT SETBACK A 30' \ MINIMUM CLEARANCE UNDER STAIRS 1-FOOT SIDE SETBACK = 15' REAR SETBACK 15' BUILDING HEIGHT = 30' FLOOD ZONES: A11 do C STAIR & DECK TYPICAL SECTION FIRM COMMUNITY PANEL No. 250001 0021 D SCALE: 1" - 4' REVISED: JULY 2. 1992 AS SHOWN ON THIS PLAN FINISHED GRADE _ 38.5t TYPICAL SYSTEM PROFILE NOT TO SCALE TOP OF FOUNDATION = 40.0 •{ FINSHED GRADE OVER TANK = DESIGN DATA ,;;; 'S¢ FINISHED GRADE OVER D. BOX = 35.51 PROPOSED 4-BEDROOM SINGLE FAMILY DWELLING •'. ` FINISHED WAX OVER = WITH GARBAGE GRINDER �;�'` 8' IN' 1RENCH Of 3" 4" SCH. 40 PVC DESIGN FLOW: 4 x 110 GPD - 440 GPD �•: ' ICAL) 't• 4 SCH. 40 PVC FIRST 2' (TO BE LEVEL) 9` (min) Cover 0 2.OX •. •' then 0 2.OX SEPTIC TANK: 440 GPD x 20 - 880 GPD ;.'t? 0 2.OX -pVC or . O �n 36" (max) Cover USE 1500-GALLON 2 COMPARTMENT SEPTIC TANK (SEE NOTE) 4�.;• 10' CI TEES BAFFLE^• " SUMP n' 4` SCH. 40 PVC FINISHED ' GAS PER TITLE 5: BASEMENT '. : 01�INLET �,y : ,. , k,�:; 2"Layer 1/8"tot/2" FLOOR I.; TO TANK TO AT LEAST ,. ; „v , LEACHING CRAM 440 GPD/0.74/ G/SF/D - 595 SF + SOX = 893 SF '•`� MRTNIN 6 FINISH _"' " Peastone +. REINFORCED R .. 6' CRUSHED USE 12' x 53' LEACH TRENCH (PLASTIC GALLEYS W/4'STONE) FOOTING STONE BASF ALL PIPE TO BE SCHEDULE 40 PVC SOILD ,1' ,�'.� :„�..•.•�;7 Z yW.�L'' , ..;••4-j!:. 4` PVC ALL PIPE IN LEACH GALLEYS TO BE SCHEDULE 40 PVC PERFORATED TOTAL DESIGN: 896 SF 1500 GALLON SEPTIC TANK (TWO COMPARTMENT) DISTRIBUTION BOX 5' MIN REQUIRED: 893 SF TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE SOIL CLASS I H-20 No Groundwater Observed 0 Elev. 25.0 NOTES: 12' 1• WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER FINISHED GRADE DESIGN SCHEDULE ELEVATION 2 LOCATION OF UTILITIES ON THIS PLAN ARE NOT SHOWN. 36"MAX.-9" IN COMPACTED FILL TOP OF FOUNDATION 40•0 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS 2w OF PN ...::. ,� FINISHED BASEMENT FLOOR 32,2 PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED v :••....:::.:�...:, ..,.. . . NOTIFICATION TO DIG SAFE (1-800-322-4844) AND " ,. FINISHED GARAGE FLOOR 39.0 APPROPRIATE WATER DISTRICT FOR LOCATION DATA. 3/4 TO 1 1/2 SEWER INVERT AT FOUNDATION 36.0 EFFECTIVE DOUBLE �•1 ' . •' SEWER INVERT INTO SEPTIC TANK 35.8 3 THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE yi,.�'t%t/4 -1.5 WASHED ST01 '�:!': PERMIT'S FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED WASHED STONE 1^ ' SEWER INVERT OUT OF SEPTIC TANK 35.5 BY THIS PLAN. •'" '' '"' ' SEWER INVERT INTO DISTRIBUTION BOX 35.2 4• INSTALL RISERS AS REQUIRED TO WITHIN 9 OF FINISH GRADE. SE •� .�'atiL�i�t '�` : '!�'•�r••r.}., y}'4.' r,. •j t f .,yv,e•I:I',";t'� : : SEWER INVERT OUT OF DISTRIBUTION BOX 35.0 NO SCALE SEWER INVERT INTO LEACHING SYSTEM 34.0 5• ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO 53► VEHICULAR TRAFFIC TO BE H-20 LOADING PLASTIC LEACHING CHAMBER DETAIL PLAN OF LEACH BOTTOM OF LEACHING TRENCH 32.8 a• FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR CHAMBERS WATER TABLE: NONE OBSERVED AT ELEV. 25.0 SHALL COMPLY NTH ALL GOVERNING CODES AND REGULATIONS; NO SCALE IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5. TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE SOB, LOGS DATE:FEB. 10, 1997 BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. P#=P8,879 7• REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. SOIL EVALUATOR: BOARD OF HEALTH AGENT BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE JOHIVR.ELLIS,PLS THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, '- 1OX OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. TEST PIT TEST PIT 2 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. G.S.E. = 37.6f G.S.E. = 37.3f & TWO COMPARTMENT SEPTIC TANK REQUIRES TWO WEEKS LEAD TIME TO ORDER FROM SUPPLIER. O O FIBRIC O 0 9• THE FIRST COMPARTMENT OF THE SEPTIC TANK SHALL BE SIZED FOR 3w 3r A MINIMUM HYDRAULIC DETENTION TIME OF 48 HOURS BASED ON THE E E DESIGN FLOW; THE SECOND COMPARTMENT SHALL BE SIZED FOR A MINIMUM HYDRAULIC DETENTION TIME OF 24 HOURS BASED ON THE E SAND COURSE SAND COURSE DESIGN FLOW IN ACCORDANCE WITH 310 CMR 15.224: MULTIPLE $` 10 YR 4 4 $" 10 S 4 4 COMPARTMENT TANKS. TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK IS 1500 GALLONS AND THE SECOND TANK / B B IS 1000 GALLONS AS PER 310 CMR 15.225. COURSE SAND COURSE SAND 23" 10 YR 5/8 _ 23" 10 YR 5/8 COURSE SAND C COURSE SAND Al A $ 120" 10 YR /6 128" 10 YR 7/6 PERC o 36'E O RATE- >2 MIN/IN NO WATER ENCOUNTERED i A D UNABLE TO SOAK EDGE OF MARSH EDGE OF MARSH BOTTOM OF BANK 0 TOP OF BANK +1.3' M. L W. 1 MXVL .1�.Q N G1Ac"P 1 I P m TOP OF BANK �0 'AL •.. f�1 2 0 85 40 . ' 30 34 38 9V 7010• 46 10 0 IAIL 36 I " g7 46'0p" I� w 44 0 309' f PROVIDE E VE n I 42 SCREEN NG REEN I rG ;. I 40 AL3 N _ 0 n>I I 0 T b • I 25.801 8 4 " ~ 38 1 -1 TO EDGE t _ 10, 0 P PROPOSED STAIRS. OF MARSH C 2 I W ' RAMP do LANDINGS ; S I T E P L A N , � I -3e.5. 32. 418 21 MOT rAaE •1 6� _..., ra 1 A T PATHWAY Q'� �(( END RAMP` °"22'5'0. PLATFORM 24 _ _- - -_-_- 140 BAY ROAD �H Of EL Tp+4.3' 60.00 �f� 2 eF MHW +1.3' ( TYPICAL 1 a0; TBBM 03 TT74E 36 36 i' COTUIT, MASS. 48.00. 10' o No,3MO 11 295. f W # MW Sepnc T4 FOR 90 � aS/ L E 34�lllc C � FRANK D. LOVETT, %R. oNA 7 rs oG I20 S0.6 I I L312 10 V 1 �. _ � s SCALE. 1 - 30 MAY 5, 2005 0 1 BOTTOM OF BANK / Q M.H.W. EDGE OF MARSH cc TOP OF BANK Uj EDGE OF MARSH EJ) BAXTER NYE ENGINEERING & SURVEYING N N/F KA w Registered Professional Engineers and Land Surveyors PR �Drp 8 78 North Street - 3rd Floor, Hyannis, Massachusetts 02601 .� ' Phone (508) 771 -7502 Fax - (508) 771-7622 jD m 2 ca REVISION BLOCK DRAFT P.E. P.L.S. IRON PIPE FOUND 2 7-18-06 REVISE INVERT ELEVATIONS SAW SAW 1 4-26-06 REVISE DWELLING FOOTPRINT MCL SAW JRE D. E. P. FILE No. SE 3- 4409 NO. DATE DESCRIPTION BY BY BY (Order of Conditions expires on July 18, 2008) Previous Order of Conditions (SE 3-3157) Expired On April 15, 2005 2002-051-Rev5.dwg (B&N-97000) i N N N_j p 00 N Cn CD I p LoI, Q 73 6 ,.� { a,- 00 E o , n I 0 `/ 24 -0r, 71 -6n 19 -0 16,-On 7r-0,i m°° x U ta. -. — — — 2 7}�2 2 9 13 71� 23y2 2 -9 5 -11 2 -9" w r 0 -� I 0 co - - -- - - — — — — 00 Q! r o - - _ _ _ _ _ _ I ,., U CD_ J _ _ _ � ... _ IC/I p N N -E ,., 00 O O V31: v 5x4x 10 BEAM V �., oo .. POCKET s I I ,n ti N r13 I I - Q _. ,I w L I I I - i o 0, I o 10 DIA. CONCRETE II I Ii z PIERS ON CONT. ® a w rooIT ICONCRETE FOOTING _00 z0 r _ I I o w N I I r" ,1 C,O _ I �., o I I � z it � ,� 30 X30 X15 DP CONCRETE o p a FOOTING w 3 5 BARS I ,--� I EACH WAY TYPICAL FOR (9) I I � � z L o 00 I I I I o 00 1 )1 2 -2 2 -Or 10 14 -8 °° -1 16 -8 10 I 13 - i I I , i N - _ I �I 1 � W I i G I z I I I N L J I I I L _. J 10r CONCRETE FOUNDATION I WALL wl 1 Q X2Q CONCRETE I f w .._. FOOTING TYPICAL Q 1 D A. CONCRETE R I Q I ONC E E PIE S t� ON CONT. CONCRETE I E- to FOOTING I o I • I I I � 1 N I ( � o ti I I I UNFINISHED BASEMENT � I . I p • I I i O N I SD _ •— O I ►—� N I I I I I N 4 CONCRETE SLAB OVER 6 - „ 1 -4 1 10 1 10 _ _ I L _ � � MIL POLY`VAPOR. BARRIER E-+ 9 6 � 9 6 I I - I I - I I I s L � .,. I I 5x4x10 ,n i '� BEAM Ir n00 I 1 - -- -------------_ --- --- - - -- - _ - o _ POCKET r Oo I �, I I M — — — — — — - - -- - - - - - - - - - .1 r 8 cO 6 -4 I i fi 2., - - �,• J f GO Cq ,n — — — — — — — — - l I' 1 I � x4x10 BEAM 0� (- I I I OCKET I l I I I m 7 -8 8 L _ _ J 1 � � N L 00 UP L `L 1 1 1 i - 5x4x 10 i - ��� BEAM i �' POCKET I 0 I I GARAGE ; I I L ---_ J c�' � - -_.. _ __ - _ _,� I-I I i STAIR I I I PROVIDE SAWCUT CONTROL I I "" N I I I L _I_ J JOINTS 0 COLUMN CENTER i I » I I LINES I I OVER I � 4 CONCRETE SLAB O E ,- I 3 -2Yz W BARRIER — I MIL POLY VAPOR x 5x4xlO BEAM i POCKET L - - - - -- - _ r _ - � °�' i I i �' FOUNDATION NOTES: ROUME P p `� I I `�' T I I I oAAL I MA L -I_ J I I I I I 1. ALL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE „I J BUILDING CODE - 780 CMR, CHAPTER 36 ONE AND TWO FAMILY "raw'" ..mvwl DWELLING CODE, ALL MUNICIPALITY ORDINANCES AND BY—LAWS. No RMP NMM AM A°r�1Be mom Ka 01W OR - - -- -- - - - - - - - - - - --- - - - - - - - - - _ - -� I I —L - - - - - J an 2. CONCRETE SHALL BE MINIMUM 3,000 PSI PL8P08FO11F8w.% use 5x4x10 BEAM I I AT 28 DAYS OR AS SHOWN OTHERWISE. 6 L — — — — — — — — — —-- — — — — — — - — — — — — — — I I o POCKET I I 00 3. STEEL REINFORCING SHALL BE ROLLED BILLET ( REVISIONS I- - - - - - - - - - _ - - - _ - - - - - - -- - - - -- � _ _ - _ ^ _ _ _ _ J I i� STEEL CONFORMING TO ASTM A615, GRADE 60. NO. DATE: DESCRIPTION 4. CONCRETE SHALL BEAR ON SUITABLE UNDISTURBED - - -- - - - - — _ _ — - - - - -- - -- - - - - - - --- - - - - - EARTH. DO NOT PLACE CONCRETE IN WATER OR ON FROZEN GROUND. r n „ , » „ ,_ „ ,- „ ._ 15 ,, „ 5. ROUGH OPENING SIZES FOR BASEMENT DOORS, WINDOWS & VENTS 16 -3 3 -6 4 -3 5 11'z 2 -9 19 3 2 9 5 1y2 4 7 /g 4 4 6g TO BE VERIFIED BY CONTRACTOR BEFORE POURING ANY CONCRETE, TYP. j 24'-O" 7 -6 35 -0 7 —0 6. REST ALL FOOTINGS ON FIRM NATURAL GRANULAR MATERIAL JOB NUMBER: FREE FROM TOPSOIL, ORGANICS OR CLAY HAVING A MINIMUM OGO 6.00 SOIL BEARING CAPACITY OF 1 1/2 TONS PER SQUARE FOOT. + MECHANICALLY COMPACT SUBGRADE BEFORE FORMING FOOTINGS. I; t 73'-6" �.. - ------------- 7. SLABS SHALL BE CONSTRUCTED WITH CONTROL JOINTS HAVING A DATE: DEPTH OF AT LEAST 1/4 THE SLAB THICKNESS BUT NOT LESS THAN OF)-14-06 ONE INCH, AND JOINTS SHALL BE SPACED AT INTERVALS NOT MORE THAN 30 FEET IN EACH DIRECTION AND SLABS NOT RECTANGULAR ----- C IN SHAPE SHALL HAVE CONTROL JOINTS ACROSS THE SLAB AT F70 U N D/`i I O I V PLAN POINTS OF OFFSET, IF OFFSET EXCEEDS TEN FEET, AND IN ACCORDANCE WITH 780 CMR 3605.5. SCALE: 1 /4" 1 '-0 III I - it ;_ _------- --- - ------ I li I 27 -8„ ,, N I , � M p u) 00 u 8 , » , ,� r » , » N � 7 -6 9 -0 7 -0/ 4 -1Y rn i u� I Q r` 40 6" 4, 6„ 1 00 7 -6 19 -0 16 -0 7 -0 6 -10 I = v p m X 4*-0" 15 -0 3 -$ 8 -8 3 -8 3 -6 to 3 -6 w I I . N 3- 251 cu p 00 co 24 6 p N 2 46 Do Lr � rn 0C/I I a� U 1N p) ' 1l7: Q� N 2 2442 LPERED co p t` 1 1 f ---- - - — — -- — 00 d- M _I N 41LO — I — — — -- I D0 > U- 3 cl M r --i. U ' 72X36 � :: » ao 1 I N i on m $ r, I „ I - - - - - - - - -- - WHIRLPOOL N — — � 12 6 2 15 1 � � �; a 0 0o WIC 66X42 I I i I I I' _ I w �I OW L N F I MASTERBEDROOM I o o 0o d w h .� I I m > I I �a _I .I o I �o I TRAY CEILING I 00 Nm I I ) 0 p N -q-Q I I O N N BONUS ROOM o _I I so ®® - © rn SD I I �, I Q .. ,- N Q MAST R BATH i I I I � _ 1,) O) c" d� I - I I 1— cD O LO i �' I N 1 I c� co N 2 -3Y2 - _ 3 -0 6 -8 co I E--• Z r. d , w z I 3 -2 I i I Do o W N . — — _- - - - - rn � N a q.1 O O LINEN `ti � a o z — — -+-' z O CLOSET - 6� — — w C) c I 1. BUILT—IN BUILT—IN _ 4—OX6-8 r GAS �- o © a -1 F - _ — _ — - - — — -I I FIREPLACE � x BUILT-IN BUILT-IN 00 In d O - i I �. 00 NE TRY o 0 0-� VAULTED CEILING - 2 2 42 2-2 4200 `8 k. 6 0 9 2 9 6 10 ,_ „ r_ » r� » 2 5Y4 `„ 0 0 2 2 2 0- 7Y4 - 3 -10 f r-t- r>- - o 1 7 6 Y2 2 � 3 11 6 3 11 M m . M a $ 1. » '- I 1 1 7 7 U 3 0 24 $ RI I w LIVING ROOM - l i � � DECK LO rr \ I I WINDOW > _ M o A 27 8 I CATHEDRAL CEILING ( WELL �--� m a A N f �, W o — I o 1ri M SECOND FLOOR PLAN _ w 1 -8 r w o I I 31 3 I � H ►� r > WINDOW F- -W SCALE: 1 4 - 1 0 d I 1 S _ m I WELL O I I W a w� - v I I I �, .- N M I N V)O w I 1� D0 � I 1 r M m _ _ _ � WING RO M r.�a _ 6 -7 10 10 6 7 2 1 3 . 6 I ^ o Lo - , » O �. r: � I � _I d 1 1 1 I I I r 2-2452 T MPERED - I M I , `n I I - - - - - - I_ - - - - — 2-2417 ABOVE I �t 1' - - - - — Ln _ — — - r 9-0 -X 8 O.H. DOOR 9 0 X 8 O.H. DOb N 51 T 0 o L I OOr kk o- o I I - ww DINETTE L U1 cfl 8 - I » ))DW w�o . - ao 5 5 - 7 1 CATHEDRAL CEILING m�o o Co SD I IIa N cp - w �. M 2 .6X6 8 � N - BENCH Lj U1 d N dN KITCHEN .- `� I �' REF N I I �. I I I UP � I _ - I � , " n 17 — c,4 — — — — 6Y2 if7 , M » ! 1 N 3 33 6 2 3 5 5Y4 ti 3 SY2 7 -0 6'-10 _ N I I I j , „ = 4'-1 1 M a- � 3 6 � Y4 i — — - - — — J L _. - - - - - - — - j HD (O M I I 0 0 WASH DRY. WINES a L -- - _ - _ r O _ 0 0 CD HD HD CD O U� — 0 o d I 546 ASR 6B M � 00 i ?� _ TRANSO ABOVE `L•6 � I Q M ® _ E�, N N N GARAGE I CD s,� _ cy 6-OX6-8 - = 6-OX6-8 I w -N GARAGE SEPARATIC� 3'-0 9'=0" -4" PROVIDE 5/8" TYPE "X" 7,-0» I fT ALL WALLS & CEILINGS TYI'IGAL c° DN 2'-4" SCREE PORCH w . i �� ? I a " Lf) 2-6X6-8 LL Q ? 3 -2Y2 1. 12 -0 1 -6 0 -2Y2 12'-6'' EQUAL EQUAL EQUAL w �En - GENERAL REQUIREMENTS. I o+ 3-ox -s 3Y2 � cv 6`� LINE o 3Y2 3y2 x cn ( co ALL DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE. 1 1 54X3 - MA �, . N . N I N UTDO �- a 2. ALL EXTERIOR WALL FRAMING SHALL BE 2 X 6 CONSTRUCTION co I +� AND ALL INTERIOR WALL FRAMING SHALL BE 2 X 4 CONSTRUCTION UNLESS _) p BEDROOM 3 3-0 6-8 BEDROOM Z BE CD1hFlmom tv m � I w I oa�wcs+wE� To� wo W REs1g16BNm RJR A �,011E S oR OTHERWISE NOTED. � I _ cooE�1D rnaEcr TIE eFJas ® _ _ — — I �mucluwE u11�rma rnxaawolal wa em1 a�D1 SA S TTS STATE BUILDING CODE 780 CMR �� �1 " sD 3. ALL WORK SHALL COMPLY WITH THE MAS CHU E `ko �� _ �— ari n�ow+lr+Gs�nor�eE �Nar CHAPTER 36 — ONE AND TWO FAMILY DWELLING CODE, ALL MUNICIPALITY ORDINANCES AND BY-LAWS. pi�O BAT 2 01H°11N'NDS"1 =US 4. ALL WORKMANSHIP AND BUILDING MATERIALS SHALL MEET OR EXCEED RECOGNIZED INDUSTRY _ STANDARDS FOR EACH APPLICABLE TRADE. 0 2 2 O I REVISIONS rn 5. REFER TO OTHER DRAWINGS AS PART OF THIS SET FOR MOIRE DETAILED REQUIREMENTS N I NO. DATE: .. DMRIPDON FOUNDATIONS AND STRUCTURAL DESIGN CRITERIA. _ - - REGARDING .BUILDING MATERIALS, 2 446 2 2 2— 446 � 6. SMOKE DETECTOR LOCATIONS HAVE BEEN SHOWN ON THE PLANS TO COMPLY WITH THE — FIRE PROTECTION SYSTEMS. HOWEVER THE ARCHITECT - REQUIREMENTS OF 780 CMR 3603.16 0 r I BEARS NO RESPONSIBILITY FOR THE DESIGN, FINAL PLACEMENT, OPERATION OR MAINTENANCE PROCEDURES OF THE HOUSEHOLD FIRE WARNING SYSTEM. " 2,_O» 6'-0" 12'-0» 6'-0" 3'-6 2 6'-6 10'-9" 11'-3" 6'-6" 3'-3Y» 3'-83/" „ 4 4 7 -0 CEILING HEIGHT JOB NUMBER: EWR = EXISTING WINDOW RELOCATED » „ 06016. K DETECTOR 24 -a _ 7 ..,6 35 —Q 14 _. 00 SO SMOKE EG SIZE-2 = MULLED WINDOW 0 ® HEAT DETECTOR (MULLED) = TRANSOM MULLED TO WINDOW/DOOR ------ HD 8�1r �.n . DATE: �— CJ V — ® CARBON MONOXIDE DETECTOR 06-14-06 CD r FIRST FLOOR PLAN I SCALE: 1 /4" = 1 '-0„ I � i