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HomeMy WebLinkAbout0099 PHINNEY'S LANE - Health 99 Phinny's Lane Centerville A=209 —057 —007 w ��-►M��� a2vas-- Town of Barnstable �oFt►,E r Regulatory Services N`rP ti� snxxsTABLE, » Thomas F. Geiler,Director 9 "`'` 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: . 5/13/05 Designer: BSC Group, Inc. Installer: ; Address: . 657 Main S t. (Route 2 8) Address: C33 " W. Yarmouth MA 02673 &e 9,4 On �2// d S was issued a permit to install a (date) (installer) septic system at 99 Phinney' s Lane based on a design drawn by (address) Inc 'dated January 9; '2005' (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. Note: Exception - Septic tank 9 ' from house approved by Health Agent on May 11 , 2005 . 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 certified as-built by designer to follow. H OF Mgss90 MARK D. (Iristaller's Signature) CIV� y No.45937 FSS�ONALG\ (Designers ignature) (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 TOWN OF BARNSTABLE N L-rx' ION �! Pk1/VQU—'(_� k4K L SEWAGE # ,d41 s3 G" � �1LAGE �� -'�� ASSES OR'S MAP & L�T . INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) CA19 w16&eS (size) 1-fed L 4j q NO. OF BEDROOMS L Sf6 'Lc AL. APO 0 BUILDER OR OWNER ,►(I rAi�(S ` � ` LJ PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility (D T Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) UV Feet Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Runished by �G 37" L4 E Qe 3� IS 51 , �v v"s 1� 1m 1'l9 S �� TOWN OF BARNSTABLE },CATION _14;AIVZF 2 Vl .11n—l- SEWAGE # � 6W Vui..L.AGE (2e1)1-t>'Yi l CQ_ ASSESSOR'S MAP & LOT t 111' INSTALLER'S NAME&PHONE NO. W��1 l�vv►S a CD01'� SEPTIC TANK CAPACITY L7� LEACHING FACILITY: (type) (size) 10 NO. OF BEDROOMS ...3 BUILDER OR OWNER AIVII(DW-5 c,�LIA/C� c' r1)j4aQ=t,!A4 PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: /}- Maximum Adjusted Groundwater Table to the Bottom of Leaching FacilirZ Feet Private Water Supply Well and Leaching Facility (If any wells existon site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facili (If any wetlands exist within 300 feet of leachi ) 000, Feet by �/ IA Lc p G 1 c su No. ovS- l� THE COMM:ONWEALTHr OF MASSACHUSETTS- FEE .. BOARD OF HEALTH / 9OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct K) Repair ( ) Upgrade ( ) Abandon ( ) -Complete System ❑Ind/ivi'dual Components/ ��%�✓�l— S Z—/Z,- R!/s0-/ /h Location Owner's Name Map/Parcel# Address 7 —1 r Z 4 ® Lot# Telephone# Installer's Na a Designer's Name 6' 'Boy 0772 G .�7 .� o — �� � ���Addre `��� v/ Address ez Telephone# /� Telephone# Type of Building: .e 1.S • Lot Size Sq.feet Dwelling—No.of Bedrooms 4 Garbage Grinder (/1,10 Other—Type of Building 1-4 O&J,. No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) V 6�,9 gpd Calculated design flow gpd Design flow provided 4/5Z�gpd Plan: Date fl-,f- Number of sheets / Revision Date Title_ e' SY SY ' .D 4F'S' Description of Soil(s) � �" spa Soil Evaluator Form No. Name of Soil Evaluator C. ��� �� Date of Evaluation //-- V ,;P!=ems 9' DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a re the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date /( J d � 'Inspections u J FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. -?0 ,5 t TA COMIkQ: VrE,ALTH'OF:MASSACHUSETTS, FEE ----BOA R D d , H E A LIH 7214-ef- OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct X/ Repair ( ) Upgrade ( ) Abandon ( ) -Complete System ❑Individual Components /Z, 1- s,ss/c•9 fJ4-�-V-r A4 v.0 11-1 Location Owner's Name ' A 10,1Pi' /ram z GEsyre,s�� i9a,�� /?/��lG:r4 " •`R'"" � _ Map/Parcel# (�(/ Address r Lot# Telephon e # + Installer's Na a Designer's Name C Address `" Address os. g- w Telephone# �'` Telephone# Type of Building: .� N' Lot Size 9 y6 Sq.feet Dwelling—No.of Bedrooms 4 Garbage Grinder (/LSO Other—Type of Building No.of persons Showers ( ), Cafeteria Other fixtures Design Flow(min.required)V 6/D gpd, Calculated design flow d gpd Design flow provided 4,'5J gpd Plan: Date S (Number of sheets ision Date Title .s--tg zg.-1 .24e", s 1k •: �� SiG� 9�' �+'f���� �`�s,l,L� Description of Soil(s) -t •1i Soil Evaluator Form No. ,,Name of Soil Evaluator C, Date of Evaluation //- ? DESCRIPTION OF REPAIRS OR ALTERATIONS i f The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of '• TITLE 5 and further agrees-not �e a system in operation until a Certificate of Compliance has been issued by the Board of Health. Signedf' Date '�r' 1"�/'✓0�^ Inspections Wf 9,1he d FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 �,•' 1 { __-__,- -.-_---_,......-,__,_,- _...,._._.-_--.-_-___-_,_----•-•-------°---_ _- No. ,:oy) THE COMMONWEALTH OF MASSACHUSETTS FEE A7"/,-_Y7, 1_X-BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) sComplete System The undersigned hereby certify that the Sewage Disposal System;Constructed O,Repaired( ),Upgraded( ),Abandoned( ) by: 1A )j i•; f2v. ljp n n1 /1 r � _ at `I t/�I All P l r C_.I t!D ra hm been Atalled infaccordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design Flans/as-built plans relating to application No.,:?floc -04 dated -/ yS Approved Design Flow 'q lf? (gpd) Installer Designer: Inspector Date 1 The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. l FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 t No.�O(.1'r0t��i THE COMMONWEALTH OF MASSACHUSETTS FEE i gG`- BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby gr,,JaJnted to Construct (x) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at �� Y�'I /t�tr9 y I l-�:� �f`n P as described in the application for Disposal System Construction Permit No. .7 C)c} —dated 2,///t� S� _ • - r r Provided: Constructffion shall be completed within three years of the date of this p1�rr tit.A�1 local conditions must be met. Date �l ✓o Board of Health V FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON 4 ' J- iV K J A S 1 19 MOD. (12J09/94) I/ v DWELLING UNITS Nq a c PLAN REVI W CHE K LIST ��aN �N\�O CLIENT L� I '�` FILET 'T VV,O I� F. _� Y DATEI Z I -��F LIMTED REV MODELS) L�"�r l 4"Clrml r SYSTE4S) ,�c I� —�- STATE(S) _ CODEXn6- EN S) CUT'o-woof REVIEWED BY PE/RA SEAL REQUIRED? BUILDING PLANNm SYStmwlfi �I(l,! SYS.OK LIGHT,VENT,BATH VENT. FOSSIL EXIT DOORS: FURNACE LOCATION FUELS LOCATION WATER HEATERBOILER LOCATION SIZE COMBUSTION AIR BEDROOM EGRESS-WINDOW SCHEDULE DUCT WORK-INSULATION ROOM SIZES R/A GRILLE-SIZE/CFMI HALL/EGRESS PATH WIDTH DIFFUSERS-SIZE/CFIvVLOCATIONS CEILING HEIGHT. GAS INLET SIZIELOCATION ATTIC ACCESS MAX,APPLIANCE INPUT(BTUH) EXTERIOR ELEVATIONS THERMOSTATS)LOCATION SHEETS NUMBERED ELlIMEW SYS.OK STATE/TRA INSIGNIA LOCATIONS DATA PLATE LOCATION ANTI-SCALD MFGR.a MODEL COVER SHEET SUPPLY PIPING-MATERIAUSoNG SAFETY GLASS SUPPLY PIPING-INLET/GATE VALVE CONSTRUCTION-SIR W^ BRA SYS.OK SHUTOFF t.6 GAUFLUSH W.C. BASEMENT POSTS DWV SIZES a FITTING SWEEP FOUNDATION DESIGN TRAP ARM OFFSET-9o•OR 2-45-MAX. PIER/POST SPACINGS a FOOTINGS CLEANOUTS PIER ORIENTATK)N-SIZE EACH FIXTURE VENTED FOOTING SCHEDULE NO HORIZONTAL DRY VENTS CONCRETE PSI DRAINAGE(D.F.U.)LOADING MIN.SOIL BEARING PSF _F�_cr rP�n�w� SYS.OK ANCHOR BOLT OR STRAP SPACING CRAWL SPACE ACCESS PANH BOARp LOCATION FOUNDATION DCLA)ME CRAWL SPACE VENTILATION R ON PANELBOARD CLEARANCE IS BREAKERS a WIRE SIZES JOIST/S&MGRADESPECIE JOIST BEARING-LEDGEFIH/WGER MIN.2-2DA APPLIANCE CIRCUITS FLOOR GIRDER-DESIGN/SPLICING MIN'TWO(2)KITCHEN COUNTER RECEPTS(GFCI) BEARING WALL HEADERS/JAMBS 20 AMP LAUNDRY CIRCUIT-DRYER CIRCUIT RIDGE BEAM GFCI RECEIPTS BATH AND EXTERIOR ROOF TRUSSES-PE SEAL? EXTERIOR UGHTS/RECEPTS-WP RECEPT SPACING(Z-C-lZ-S.G.D.) FIRE PROTECTION SYS.OK SWITCHED LIGHTING EACH ROOM(FAN W/LITES) BASEBOARD HEATERS (NO RECEPTS ABOVE) FIRE SEPARATION WALL-U•L REF HALL UGHT(S)/UTAJTY ROOM LIGHT PROTECTION TO ROOF SHEATHWG CLOSET UGHT CLEARANCE 0 FIRE AND DRAFT STOPPING PRIOR ENTRANCE LIGHTING-WP GLAZING AT RANGE LIGHTS IN ATTIC/CRAWL SPACE(IF EQUIP.INSTLD.) SMOKE DETECTOR LOCATION/INTERCONNECT ALL CIRCUITS IDENTIFIED(FIXTURES,LIGHTS a RECEPTACLES)WIRE RUNS FEEDER LOAD CALCULATIONS SUBPARTF-THERMAL SYS.OK INSTALLED INSULATION R/W/F HEAT LOSS CALCULATIONS t� x _02 1 a Thomas G.Gatzunls,P.E. Commissioner Mitt Romney � z, Governor O��0��6f� Stanley Shuman Chairman Kerry Healey /6X/ ���>5,-Y2 Lieutenant Governor g7 Gary la Vice Chairman Edward A.Flynn Secretary Thomas L.Rogers Administrator May 7, 2004 Keiser Industries, Inc. - -- Jessica Richardson 56 Mechanic Falls Road Oxford, ME 04270 RE: RECERTIFICATION FOR 2004 - 2005 Commonwealth of Massachusetts Manufactured Buildings Program MC #: 137 TPIA #: 03 To Whom It May Concern: This letter is to confirm your recertification in the Commonwealth of Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of May 1, 2004 through Apri 130, 2005. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the current Massachusetts State Building Code, Massachusetts State Electrical Code and Massachusetts State Fuel / Gas Code. Yours truly, BOARD OF BUILDING REGULATIONS AND STANDARDS Robert A. Anderson Deputy Administrator cc: Massachusetts Board of Examiners of Plumbers and Gas Fitters Massachusetts Board of Examiners of Electricians This correspondence has been issued from the Board of Building Regulations and Standards 167 Lyman Street, Hadley Building,P.O. Boz 1063, Westborough, MA 01581 ;F'PR.OVA_ STAi, WPs I KEISER DESIGN BASIS_.._..._.___.__....____..._._ _... .....—• ` I (xCEPTION: ONE AND TWO FAMILY DKLLNCS ARECYEuvT FROM ME EARiNOUNcC Lo•D aEOJIRfwCHTST3, wsl TRUSSES *^ 'Elkbi,t. Tr, 46515 ij I 1 U S TRIES I N C . Go v .aD04O�U LOAD Imo.*L ., .._. •I►Y.ry aom uAt tAAO(Nr.M[.vr) Comm.onwealrh of MassachuserrS I I 1 .OPv.to, aom us logo row Ar.cn ..,:redirf•d E�:aluarion and l MODULAR SYSTEM,. MANUAL ° PY•raPaaDounlo.D I c- ro S-eortOM Lao of o lo.o FILE NAME 1n:pPcnon .:gAnc� I RAFTERS SHECT-T _.... ... :.::......., :,:�.:,^� <�„:.>•m„^<. I ( MA S ;CHUSE T TS. NEW ENGL AND STATES AND LB.C. 1 co PSF•owo tto 910.LOAD(NN.ML vn .JPV.my CNORD VK LOAD(NM.vt YI) DATE. Ccda:—d,h,r4wm bI ' k MODE L S CAPE COD, GAMBREL OR SALTBOX 40P7•)"000 LF<10A0 roA."'Co 3/26/02 10 ev YOrmw 070 OCAD loAO A TWO FO MOP(NOWE(AN T PULED ON A NLL f PIIONI OR )(% CEILING JOISTS(STORAGE) B:' G(✓-. ✓ RANCH sruE rauDARDN WITH AN uNrOUSNEo u/u ROW PlTpl{CAPE 1(rnna MAY m Pv•V-f LOB C'.:.,r. .xIN rY A""GLE LEKL UNIT CONSISTING)k TWO OR UORE NODULE,.PLACED ON INCLUDC A FIR'.SHED DORMERA.SALTBOI).OR GAMBREL ROOF SYSTEM, AO PY OR ACTUFA NIDCHI.0.1. Q �- ^,Coe•re^.doc:^o,q„No•�v or go.ovu EITHER A CRAWL SPACE OR A(4R! FOUNDATIQN. FLOORS EXPANDABLE COLONIAL w P9•u(NON-907AC AREAS) T •, ,+,^-•d`"'s"o"I•o^*c'^a"""'O^n oI ?-RANCH A PAO TO 9x NODULE UNIT WITH A PANEUZED WO FLOOR AND A YOOULAR OR ID PSf Mw.-u(aXIlpvlc ARCS) 0 I' m :>,::,,e,.:,.,•1, A FOUR OR MORE MODULE.SINGLE L_t'Lt NONE.PLACED OII EITHER A CRAWL SITE CONSTRUCTED ROW,PLACED ON EITHER A CRAFA SPACE Oi FULL FOREDATION. Q r':7 IQ PSI OR ACTUAL W0041.O.L. i SPACE OR A FULL BASEMENT FOUvO•ROH.DOS SM(HAS AN WT[RSECTWG RIOCE. (WICH AIRY HAVE A t1•MAX.CANTILEVERED OVER HANG TROY OC IND <F STATE USE ONLY . WIND LOAD BI-LEVELT-LEVEL OR SPLIT-ENTRY FLOOR To THE nasT FLOOR.) so rm.MA:acva,.No 7[ro =SINGLE LKt UNIT CONSISTING a Iwo l0 S❑MODUL(S.PLACED ON EITHER FINISHED COLONIAL OR CAPE — =5 I A CRAWL SPACE OR FULL BASELIENI FOUNOAnOH WAIN A SPUI ENTRI.FRONT A UULTIPLE MODULE UNIT WITH A FINISHED M FLOOR AND A 5/12. L.LJ W u00UL MAT OVERHANG FQUFIpA(uyi.r UAY 12/I2 ROW PITCH.PLACED ON A CRAM SPACE OR FULL FO)NOATION. L� G AI,(FLE OF STA.'C OF AIASSACHVSETTS FLOOR PLAN APPROVAL COVER SHEET NOTES & REGULATIONS M A S S A C H U S E T T S urvle1111,or FOR UST OF ALL APPLICABLE CODES AND REGULATIONS DRAWN BY SEE SHEET 12 OF SYSTEMS MANUAL 7u� I �" _ A>•r RESIOENTIAL 1 & 2 FAMILY DWELLINGS CHECKED 67 USE GROUP CONSTRUCTION TYPE REVISIONS OA IT .... _....__.._._......._-- ! per, a - + -� J-J^- �. ME. R3, R4 56(UNPROTECTEO)OR SA(PROTECTEO) 2 ,mr�r _ ~•'4 NH. - R3. R4 58(UNPRORCTED)OR 5A(PROTECTEO) b��po...ara .•,•..,..�K ,w1'"•^ µ,•...m.'"`•n q ^m•�,," "� ia.e�"'o'p"� a,r VT. - R3. R4 58(UNPROTECTED)OR 5A(PROTECTED) . MA. - R3, Ro 58(UNPROTEC$0)OR SA(PROTECTED) •^���. mow ." o.o. ...... «, "n., m".�4.o I on I.—.% t FMAF"1war" RI./I.B.C. - R3.R4 58(UNPROIECTED)OR 5A(PROTECIED) •..m o.oe.1.o r' .m..n b�^N.f•mPu, .P Nw� %'r1�`ctiDc,y�y!><. �a, m'unrmw,w ucol.n rvo, ".om,.�I.P.9M1L1 Sort PwR.c oa[ - c �'c I ^•� _ '" m CT. - R3, R4 58(UNPROTECTED)OR SA(PROTECTED) ��`� maw P,� •;w:_��IY,.':w�un"r�' PLOT SCAL[ ) OK SCALE NONE lo SHEET NO � •vnm,nay.P,:nnc,u.....•..o,ou,.,a..,. .n.",.'.a, ' +IL�'Q•y I i 1: I I I I MAScheck COMPLIANCE REPORT I l Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 I I I I I Checked by/Date I I I TITLE: KIM 3023 CITY: Oak Bluffs STATE: Massachusetts HDD: 5916 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) T.R.ARNOLD&ASSOCIATES,INC. DATE: 12-16-2004 P.O.Box1081 Elkhart,IN 46515 DATE OF PLANS: 12-15-04 Commonwealth of Massachusetts Accredited Evaluation and PROJECT INFORMATION: Inspection Agency 24 ' X 30'/38 t CUSTOM COLONIAL This document is certified as being in conformance with Massachusetts Slate Codes and the National COMPANY INFORMATION: E lcal o WILLIAMS BUILDING CO. /HUNT Approved By Date D0 Approval of this document does not authorize or approve any omission or deviation from the requirements or COMPLIANCE: Passes applicable State Laws. Maximum UA = 346 Your Home = 298 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------- CEILINGS 819 38.0 0.0 25 WALLS: Wood Frame, 16" O.C. 1844 19.0 0.0 111 GLAZING: Windows or Doors 368 0.330 121 DOORS 20 0. 160 3 FLOORS: Over Unconditioned Space 819 19.0 0.0 38 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 andJJ4 .4. Builder/Designer C Date r�c_/ r I t R, 7 �aD�JgQ��Lg �Wl7a P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 A. MANUFACTURER INFORMATION: D. BUILDING INFORMATION: F. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEE: (207) 539-8883 MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: PO BOX 272 DWG NO.: WALL 08 .05 KIM 3023 ME. 04270 CITY, STATE, ZIP: YARMOUTHPORT, MASS 02675 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 FLOOR .05 .05+ LAYER NAME: SEND PLANS T0: 86 WILLOW ST. UNIT 25, YARMOUTHPORT, MA 02675 MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 RHODE ISLAND BUILDER'S LIC. # ATTN: DELIA ROOF/CEILING .033 .026 COVER NEW HAMPSHIRE: M9308019 PROJECT LOCATION: 99 PITCHERS WAY, CENTERVILLE, MASS DOORS .6 .16 STYLE: VERMONT: 50171 WINDOWS .87 .33 24' X 30' 38' MODEL DESIGNATION: 24' X 30'/38' CUSTOM COLONIAL CONNECTICUT: N/A USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 3-B FOUNDATIONS .10 N/A CUSTOM COLONIAL RHODE ISLAND: Y9588 AREA: 1ST FLOOR: 819 2ND FLOOR: 819 3RD FLOOR: N/A DEALER: MASSACHUSETTS: MCS#137 VOLUME OF ENCLOSED SPACE: 13,923 CUBIC FEET G. LOCATIONS OF INFORMATION LABELS: WILLIAMS BLDG. CO. 32'-5" STORIES: 2: CUSTOMER: B. THIRD PARTY INSPECTION AGENCY INFORMATION: HEIGHT ABOVE SILL UNFINISHED ATTIC LEVEL DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) ❑ HUNT 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) DESIGN OCCUPANCY LOAD: (MA, N.H., CT, R.I.) DATE: 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 12-15-04 1ST FLOOR:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) , AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 (ME, VT) DRAWN BY: SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 KIERSTEN KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE FIRE SUPPRESSION SYSTEM: N/A H. ATTIC VENTILATION: SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. REQUIRED: (1) SO. FT. PER (300) SO. FT. OF CEILING AREA. CHECKED BY: COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RKLC A, CT. (2) U.L. 217-77 SMOKE DETECTORS ARE REQ'D. (RHODE ISLAND ONLY) ACTUAL: 819 SQ. FT. CEILING AREA C. INDEX OF INFORMATION: 2.73 SQ. FT. VENTILATION REQUIRED CODES: DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 3.27 SO. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) MASS STATE BLDG TOTAL NUMBER OF SHEETS IN EACH SET: CENTERVILLE, MA 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) N/A SO. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) CODE SIXTH EDITION DWG PG 3RD FLOOR: N/A CORRIDORS: N/A DESCRIPTION DWG. DATE REV. DATE ZONE #1 STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 4.75 SQ. FT. PROVIVED AT RIDGE. (18 SQ. IN. PER LIN. FT.) REVISIONS 1 COVER SHEET 12-15-04 Pf = 25 PSF WIND HORIZONTAL: 90 MPH TOTAL: 8.02 SQ. FT. PROVIDED 2 1ST FLOOR PLAN 12-9-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 12-9-04 SEISMIC HAZARD EXPOSURE GROUP #1 2B ATTIC LEVEL PLAN 12-9-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 3 ELEVATIONS 12-10-04 MUST BE LOCATED 6' FROM LOT LINE 4 FOUNDATION PLAN 12-9-04 4A BASEMENT STAIR DETAIL 12-9-04 E. HEATING SYSTEM INFORMATION: T.R.ARNOLD s x 10091a►Trs,INC. 5 1ST FLR ELECTRICAL PLAN 12-10-04 SYSTEM TYPE: HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR Flikha,e,IN46515 5A 2ND FLR ELECTRICAL PLAN 12-13-04 RADIANT HEAT, OMIT HEAT Commonwealth of Massachusetts Accredited Evaluation and 6 1ST FLR HEAT PLAN OMIT Inspection Agency 6A 2ND FLR HEAT PLAN OMIT FUEL: ELECTRIC, NATURAL, LPG, OIL OTHER THAN ELECTRIC HEAT-MASONRY This document is certified as being in conformance CHIMNEY/VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL with Massachusetts State SCALE: 7 CONSTRUCTION DATA & REFERENCE SHEET 12-15-04 Codes and the National 8 CROSS SECTION 12-15-04 BUILDING CODE OR AN APPROVED EQUAL. Et cl cat o 8A CROSS SECTION 12-15-04 BASEMENT: Approved By NOT TO SCALE 8B OFFSET CROSS SECTION 12-15-04 Date DE 20 IF HOT WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN BASEMENT, App,ovalofthisdocumenldoes-1..Mrizeorapprove of SHEET NO. 9 1ST FLR PLUMBING VENT LINES 12-9-04 THEN EITHER BASEMENT FOUNDATION WALLS MUST BE INSTALLED PER Y°miss.°n o,deviation tale I-rom egwrementa applicable State Laws. 9A 2ND FLR PLUMBING DRAIN LINES 12-13-04 STATE & LOCAL BUILDING CODE, OR THE BELOW THE FLOOR WATER LINES 9B PLUMBING SCHEMATIC 12-15-04 MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. 38-0 KIM 3023 LAYER NAME: 4'-4" 5'-5" 2-5 1/2 5'-1 3/4" 3>1< ---5'-1 3/4" — 6'-7" >I< 7'-0" 1 SUBM TL PAR3666-2DH DOOR BELL 1-il PAR3037DH PAR3666DH 2'-8"x6'-8" TEMPERED ; DATE: 6-PANEL BATH 3 NOTE: DECK FRAME 2x8 @ 16" O.C. 12-9-04 F- D-E V � 1st FLR CLG 2x10 RAILS - 2x6 JOISTS cc 00 cD C I I J x FAMILY/DINING ROOM 2/6-INT o Areo=126.740 ft HARDWOOD 6-PANEL O "B BOX1, Q too o � w Q m cn IZ o � � LIVING ROOM mo `f' TL=703 PLF E.S. m HARDWOOD (2) 1.5" X 9.25" (2.OE) LVL E.S. FULL NEW - Areo=291.974 ft =o o 10'-2 1/4" 2'-8"x6'-8" pE J2/6-INT =o <= -------- --r-------- o awlr ooaa , tFnr 6obR F3(2") DOWN TO N 4'-0" W2130 ; W2130 ; o DRAWN BY: 8' 0„ ;------;--0--; BSMNT. 3 g KIERSTEN BLS36 w2130 I w2130 a TL=360 PLF E.S. o _-_-_____________. (2)PLY 1.5 X 9.25 (2.OE) MICROLAM E.S. 2340# POINT LOAD AT MATE-WALL N EE. BEAM FOR HELP CALL: I ----- / - 5'-8 ' 2 ; 3-3 < 12'-10 3/4" ENGINEERING " o> I KITCHEN Area=214.386 ft J w 14 RISERS @ 8 1/4" _ REVISIONS Q HARDWOOD O o m I I DATE ITEM � � 1 0 = Q A Q I� O � O v O 3 F3(1 1/2") F3(1 1/2") i UP TO �36 ;; 621-- --B21 ;; e�> 2ndFL00R II O ° II A—BOX � WC2430 WC2430 '"' T.R.ARNOLD&ASSOCIATES,INC. W3330 W3018 W3330 P.O.Box 1081 Elkhart,IN 46515 Commonwealth of Massachusetts PAR3666DH Accredited Evaluation and 10'-0 i/2" 7-0 Inspection Agency 12'-11 1/2 1]-0 1/2 This document is certified as being in conformance with Massachusetts State Codes an N 30—Oe SCALE: El td the oational 1/4"=1'-0" Aj Approved By 97 Date D 2 Approval of this document does not authorize or approve SHEET NO. any omission or deviation from the requirements of applicable State Laws. 2 NOTE: FLOOR TRUSSES NOT AVAILABLE DUE TO N DECK FRAME. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 NG WILL REQUIRE V BATH LAYOUTS OXFORD, ME 04270 PLUMBING Q EVALUATION IF TELE: (207) 539-8883 ARE CHANGED. FAX: (207)539-4446 DWG NO, 38'-0" KIM 3023 9' 8" „ 8'-4" 10' 0" < 7' 7 112" LAYER NAME: 4'-4" 5'-4" 2-4 1 4'-8" -- -- 3'-8" 5-10" 4'-2" 2SUBMTL PAR3666DH PAR3037DH PAR3037DH w----- DATE: ------------------------ l � 12-9-04 L.LJ00� z ; m O o N ; o O FL _W BATH 1 fz WALK-IN(ZnBATH 2 F :WARDROBE E O — Iz cv � I ''` STACKADLE i O _I..,i rn c� Of LINEN Opt'` WASH/DRY Cl- �3 SHELVES O L---------. F— Q BEDROOM 3 T DRIP PAN0 o 1/10-INT m---- Area=118.281 ft 2/6-INT 2/6-INT 2/6-INT 2/6-INT O — n u C/-) U sD HALL o� PAR3666DH FLUSH o 4'-0" DOWN TO TL=343 PLF E.S. o o DRAWN BY: 1STFLR (2) 1.5" X 9.25" LVL E.S. o 8-0 a KIERSTEN 2230# POINT LOAD 12'-10 3/4" sD 3'-3" FOR HELP CALL: BEDROOM 2 M I ENGINEERING M Areo=112.266 ft Cn < m ' w BEDROOM 1 REVISIONS m aJL ; o Areo=187.970 ft DATE ITEM l o o z Q a * 2nd FLR CLG FRAME 200 @ 16" O.C. TO � 11 71 x 2nd FLR DECK FRAME 2X8 @ 16" O.C. ; ATTTIC `V T.R.ARNOLD tr ASSOCL4TES,INC. C—BOX , P.O.Box 1081 Elkhart,IN 46515 Commonwealth of Massachusetts PAR3666DH PAR A6018 AWNING Accredited Evaluation and 5'-6" �� 5'-1" > 2'-4 1/2 5-9 3/4" >= 5'-9 3/4" Inspection Agency a 0 This document is certified as being in conformance 1 O—1 5-5 11 -7 1/2 with Massachusetts State Codes and the National 30—O" SCALE: El c['cal o Approved ey Date Approval of this document does not authorize or approve SHEET N 0. any omission or deviation from the requirements of applicable state Laws. 2A INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. KIM 3023 LAYER NAME: 38-0 ATTIC r — — — — — — — — — — — T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I DATE: I 12-9-04 I I o I I I I � UNINHABITABLE Q w STORAGE AREA z I 22"x3O" MIN. SIZE ATTIC ACCESS _ Q I TO BE FRAMED ON SITE BY OTHERS U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m � o> C�/� � d N / I � O O ZO l ATTIC/STORAGE AREA L — — — — f� 8_Q— o 0¢ I/ DOWN NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER TO `" DRAWN BY: ENSURE THAT ANY HABITABLE ROOMS MEET ALL KIERSTEN LOCAL AND STATE REQUIREMENTS FOR LIGHT/VENT. M o fi 7'6" CEILING LINE o FOR HELP CALL: r, 33 - - - - - - - - - - - - - - - - - - ENGINEERING KNEE WALL REVISIONS o DATE ITEM I o I � T.R.ARNOLD&ASSOCIATES,INC. co P.O.Box 1081 EBthart,IN 46515 Commonwealth Massachusetts Evaluation and I * ATTIC FLOOR FRAME 2x10 @ 16" O.C. Inspection Agency L — — — — — — — — — — — — — — — — — — — L— — — — —I— — — — — — — — — — — — — — — — — — — — This document is certified as being in conformance with Massachusetts State Codes and the National El c 'cal o oc Approved By SCALE: Date 1/4»—1'—0 tr Approval of this tlument does not authorize or approve any omission or deviation from the requirements of applicable State Laws. SHEET N0. 2B CONT. RIDGE,VENTING 18 SO. INCHES PER LIN. FOOT INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 MAIN DWG NO. VENT KIM 3023 o � LAYER NAME: Z ~ ELEV FINISHED CEILING DATE: T2/10/04 CD 0 00 N � 0Zo LU Ifl IE L.� N OMIT SIDINO FINISHED FLOOR LEAVE PINE TRIM �) T.R.ARNOLD&ASSOCIATES,INC. OMIT S I D I N G FINISHED CEILING P.O.Box t,IN46I �� g LEAVE PINE TRIM O �e�,IN asses ❑�❑ o = o ( Commonwealth of Massachusetts Accredited Evaluation and °O v Inspection Agency °❑❑ This document is certified as being in conformance with Massachusetts State FINISHED FLOOR W Codes and the National I EI ct'cal o e J Approved By I I Date DE 2 FRONT ELEVATO 'MIN.- NG SELF-SEALING Approval of this document does not authorize or approve SHINGLES LEFT END ELEVATION any omission or deviation from the requirements of applicable State Laws. DRAWN BY: 0 z Uj MS/KC 12 LL_ 0 lL1 ANT 121 FOR HELP CALL: Q �_n ENGINEERING wQ � Q 0 w REVISIONS W CL DATE ITEM � C z w0 CONT.VINYL N FIT m m llJ Q 0 U 6.2 SQ. INCHES N.FOOT Z U OMIT SIDING OMIT SIDING I_-U 0 z LEAVE PINE TRIM LEAVE PINE TRIM LU U z 0 m � ❑❑ wo U 00� m0 U SCALE: ao a a NOT TO SCALE SHEET NO. REAR ELEVATION MIGHT 3 END • JJOJJJGJ INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. KIM 3023 LAYER NAME: 38'-0" FOUND r — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - DATE: 12-9-04 NO FLOOR INSULATION IS REQUIRED 16"xlO" (TYP.MASS) I IN THE FIRST FLOOR OVER CONDITIONED BASEMENT SPACES. ALL FLOOR OR FOUNDATION 3000 PSI CONCRETE FOOTING INSULATION REQUIRED PER CODE IS TO BE PROVIDED I BELOW FROST LINE AND INSTALLED ON SITE BY OTHERS I I 0 z I (2)-3 112" CONCRETE FILLED I J O J I STEEL LALLY COLUMN WITH I o E— z I 6"x6" STEEL BEARING PLATES. 10" (TYP.MASS) FOUNDATION I J J Q I USE 2x8 SPF #2 OR 26 SYP #2 FIRE STOP FOR BEARING WALL THICKNESS m z n 3'-0"x3'-0"xl'-6" I J CD 00 PSI CONCRETE FOOTING ]'-0" CD 5-4 - 5-4 5-4 6-6 >< 6-6 — — — I — — — I — I I I I I L - - - - - - - - - - -_ - - - - —_ _- - - - _ } — - - - - — _ - - -I— - - - - - - - - I M f� �_ �r I — — — — - — — — - — — — I — — — - — __ _ — — — — — —I— — — — — — — — — I I 8 0 I - - - - 1 - - - - 1 I - - - - 1 I `-I' DRAWN BY: I I SEME I FLOOR GIRDER I KIERSTEN 2'-6"x2'-6"xl'-O" STAIRWELL I 3000 PSI CONCRETE FOOTING I APPROX. I BEAM BUILT INTO I I i MODULE FLOOR i FOR HELP CALL: (TYP.MASS) LOCATION. T.R.ARNOLDA,ASSOCIATES,INC. I I SEE SHEET SYSTEM I ENGINEERING P.O.Box1091 d I i 4a WHEN I I - REVISIONS Etkhart,IN46515 I I BUILDING Commonwealth of Massachusetts Accredited Evaluation and o I I BASEMENT I I o DATE ITEM Inspection Agency - I I I STAIRS Y This document is certified as tieing in conformance I I with Massachusetts State Codes and the National I YY El cl"cal Approved By Date DEC 2 Approval of this document does not authorise or approve any omission or deviation from the requirements of applicable State Laws, I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - h 30'-0" J NOTE: 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED SCALE: FOUNDATION DESIGN SHALL BE BASED ON LOCAL SOIL CONDITIONS ONLY. TIE DOWN, VENTILATION, ACCESS, AND FOUNDATION DESIGN BY GENERAL CONTRACTOR. AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. 4.) 3000 PSF. SOIL BEARING CAPACITY. SHEET NO. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. 4 INDUSTRIES INC. MATR' LS FIGURED FOR STRINGERS PO OXF FORD, ME OX , ME R2 121 04270 f}�} TELE: (207) 539-8883 STRINGERS 2 x 12 S P F f� /2 FAX (207)539-4446 DWG NO. TREADS 2x 2 SPF / 2 12'_0 3/4" KIM 3023 RISERS I/2 PL 12 ° GOTO VIEW: Y O FOUND O —� DATE: w 12-9-04 TOTAL RISE _ 99 " � 12 RISERS 8 1/ 1 o z CUT A-BOX GIRDER AT o STAIRS ONSITE AFTER SET o = JI� TYP. SET DIM OFF WALL U ~ O11 w F— 2�6 CRIPPLES FL,' _ J =E I T T=1F ,1,i- 81/4" o Q711 3'-7" Q U �- 4'-0 3/4" cv m 8 1/4" U DRAWN BY: o KIERSTEN Q CHECKED BY: FOUNDATION PRINT o ; ' '':` CoREVISIONS FLOOR FRAMING REFERENCE ONLY ^ DATE ITEM FOR TYP, BASEMENT STARS o 3'-6 5/8" Q / i / Y U'' U HE (/J T.R.ARNOLD&ASSOCIATES,INC. m P.O.Box 1061 w Elkhart,IN 46515 �- n Commonwealth of Massachusetts O FRAME LOIDIPIG STEP m Accredited Evaluation and Inspection Agency This document is certified as being in conformance with Massachusetts State Codes and the National SCALE: El c10/ 'cal Approved By Date SHEET NO. Approval of this document does not authorize or approve any omission or deviation from the requirements of ^ A applicable State Laws. /I l� . SINGLE GANG TV BOXES TO HAVE 3/1 2 I X 30738 ' CUSTON COLONIAL INDUSTRIES INC. P.O. BOX 9000 RTE. 121 CONDUIT TO BASEMENT LEVEL FOR SEE ODD R / CONTRACT FOR SFECIFICS TFXME 04270 fO(207)539-484" ONSITE CATS INSTALLATION BY CUSTOMER DWG NO. TO B01LfRj KIM 3023 21 11 4 15 0� 1 o� ` LAYER NAME: WP CnEXT a 1 ELEC ry FS S3/S REC 5W DATE: UNDER SWITCH BATH 3 12-10-04 o DESCRIPTION OF CIRCUITS ----`-- o NO. SERVING VOLT WIRE AMP �1�EC o � ��- iul ❑ 1 LIV RMOITSREC 120 14-2 15 S/S/S 2 BEDI LTS REC AFCI 120 14-2 15 \ 3 BED26LTSREC AFCI 120 14-2 15 FAMI Y/DINING ROOM S/S4 \� n— 4 KITCHEN-LTS 120 14-2 15 ` Q 5 KITCHEN-REC 120 12-2 20 6 KITCHEN•REC 120 12-2 20 w — 7 BOILER 120 14-2 15 : 8 DRYER 240 10-3 30 `\ u J 2 2'ELECTRICAL 9 WASHER 120 12-2 20 \ CONDUITS TO 3rd FLOOR U) t I I 10 RANGE 240 8-3 40 0 _1 11 BATH3 DINING LTS 120 14-2 15 12 DISHWASHER 120 12-2 20 13 REFER. 120 12-2 20 14 SMOKE DETECTORS AFq 120 14-2 1 15 LIVING ROOM 15 DINING- REC 120 12-2 20 S/S S/S 16 BED3-LTSREC AFq 120 14-2 15 JUMP JUMP JUMP JUMP JUMP 17 BATH20LTS: HALLLTS �' REC 120 14-2 15 ----T------ ------r \ 21 BATH3 REC GFI 120 12-2 20 FxT wP I $3 22 BATH12 REC GFI 120 12-2 20 Q,\;_ —_ _ —_ DRAWN BY: MS/KC N FOR HELP CALL: SUBMITTAL/CRYSTAL O REVISIONS o DATE ITEM N J KITCHEN ' � I 12 0 t � " ' / I RL _�i_ ,n lk SD _ T.R.ARNOLD&ASSOCIATES,INC. P.O.Box 1081 b pl RGn b S3IS3 Elkhart,IN 46515 Commonwealth of Massachusetts ` Accredited Evaluation and y I Inspection Agency I \ This document is certified as being in conformance `, \ with Massachusetts State TO BASEMENT TO 2nd FLR TO BASEMENT TO 2nd FLR Codes and the National El c -cal 0 6 10 13 3-WAY S"Toi 4-WAY SVATCHI SMOKE DET. SMOKE DETS.I SCALE: Approved By Date 14 Approval of this documentrove does not authorize or app any omission or deviadw from the requirements of SHEET N 0. applicable Stale laws. * * DIMMERS FOR ALL RECESSED LIGHTS * 5 ,. a � aDD � INDUSTRIES INC. SINGLE GANG TV BOXES TO HAVE 3/�" * * DIM1� � � S FOR A RECESSED ICNTS * * F'O. OX R12, OXFFORD,, M ME E 04270 TELE: (207) 539-8883 CONDUIT TO BASEMENT LEVEL FOR FAX: (207)539-4446 ONSITE CATI INSTALLATION BY CUSTOMER DWG NO. TO Ist FIR KIM 3023 16 17 22 3-WAY SWITCH 8 9 2 TO 1st FIR SMOKE OETS. LAYER NAME: 2ELEC 0 --C t DATE: ------------ --------- 12/13/04 _-_- - [DO BATH 2 BATH 1 ' ELE'Rl FL # �nRE I rE \ �6NCY \ FL r r— \ i 0 —1 T.R.ARNOLD&ASSOCIATES,INC. P.O.Box1081 Elkhart,IN 46515 cfi Commonwealth of Massachusetts -BEDROOM 3 �/�—__ S,S \ —— \S/S/S S I zx (2)2 Et£CTRICAt U Accredited Evaluation and / __ _— / CONDUITS TO 3rd FLOOR O Inspection Agency — S U This document is certified as being in conformance with Massachusetts Stale Codes and the National Approved By \ v $} Date DE 2 \//�——— SD JUMP Approval of this document does not authorize or approve any omission or deviation from the requirements of \ / ; S/S applicable State Laws. \ t I DRAWN : \r BEDROOM 1 Ms/KC El FOR HELP CALL: DESCRIPTION OF CIRCUITS ----- SUBMITTAL/CRYSTAL NO, SERVING VOLT WIRE AMP I REVISIONS ) I 1 UV RM•LTS REC 120 14-2 15 DATE ITEM 2 BED1•LTSREC AFCI 120 14-2 15 i 4 K TCHEN LTTSSC �� 120 14-2 15 BEDROOM 2 5 KITCHEN•REC 120 12-2 20 I I 6 KITCHEN•REC 120 12-2 20 N _(�O X" ' 7 BOILER 120 14-2 15 B 8 DRYER 240 10-3 30 9 WASHER 120 12-2 20 10 RANGE 240 8-3 40 11 BATH3DINING:LTS 120 14-2 15 12 DISHWASHER 120 12-2 20 13 REFER. 120 12-2 20 ) i 14 SMOKE DETECTORS AFCI 120 14-2 15 15 DINING• REC 120 12-2 20 i 1 TO ATTIC TO A 16 BED3ELTSREC AFCI 120 14-2 15 SMOKE DECT. U SC 1SCALE: 17 BATH2•LTS: HALL•LTS REC 120 14-2 15 _ X 21 BATH REC GFI 120 12-2 20 2 I ' 3 0 ' / 3 8 ' CUSTOM COLONIAL 1/4 -1 -0 22 BATHI,20 REC GFI 120 12-2 20 SEE ORDER / CONTRACT FOR SPECIFICS SHEET NO. 5 A FEEDER & NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE (STD. WINDOWS) INDUSTRIES INC. LIGHTING AND SMALL APPLIANCE HOT WATER BASEBOARD CODES WDTH HEIGHT 1HK. TYPE MFGR. REMARK RINDOW CALL SIZE UNIT SIZE ROUGH OPENING TYPE UGHT .FT. VENTS.FT. S .FT. P.O. BOX 900o RTE. 121 1 3'-0° 6'-8' 1 3 4" INSUL.CORE THERMA TRII EXTERIOR PAR2637 26'X 37' SINGLE HUNG 4.73 2.19 6.68 OXFORD, ME oaz7o 1.)LIGHTING: TOTAL FLOOR AREA= 2106 X 3= 6318 VA 2 2'-8" 6'-8" 1 3 4" INSUL CORE THERMA TRU EXTERIOR PAR3037 30" X 3T SINGLE HUNG 5.60 2.59 7.71 TELE: (207) 539-5883 2.)SMALL APPLIANCE: 7 CIRCUITS X 1500= 10500VA 3 S-0° 6'-8" 1 3 4" INSUL CORE THERMA TRU EXT.SINGLE S L PAR3666 35 1 2'X 65 1 2" 36°X 66' SINGLE HUNG 13.29 6.42 16.50 FAX: (207)539-4446 3.)LAUNDRY: 1 CIRCUIT X 1500=1500VA 4 3'-0° 6'-8' 1 3 4" INSUL.CORE THERMA TRU EXT.DBL S L PAR3266 31 1 2"X 65 1 2' 32"X 66° SINGLE HUNG 11.61 5.63 14.66 1st 3000VA @ 100%= 3000 VA 5 3'-0" 6'-8' 1 3 4" STEEL THERMA TRU FIREDOUR PAR3441 33 1 2"X 40 1 2" 34'X 41" N HUNG 7.30 3.40 9.68 DWG N0. REMAINDER @ 35%= 5361 VA 6 2'-8° 6'-8" 1 3 4' STEEL THERMA TRU FIREDOOR PAR3636 35 1 2'X 35 112 36'X 36' SINGLE HUNG 6.70 3.07 9.00 TOTAL= 8361 VA 1 3'-0° 6'-8' 1 3 8° HOLLOW CORE WOODGRAIN PASSAGE PAR3449 1 4 1 34'X 49' SINGLE HUNG 8.95 4.24 11.56 KIM 3023 8 2'-B" 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3672 35 1 2"X 71 1 2' SINGLE HUNG 14.60 7.10 18.00 LINE A NEUTRAL LINE 8 9 2'-6° 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE C1836-2 35"X 35 1 2" 35 1 2°X 36' CASEMENT 6.0 5.98 9.00 LIGHTING AND SMALL APPLIANCE: VA=240= AMPERES= 34.8 34.8 34.8 10 1'-10" 6'-8" 1 3 8" HOLLOW CORE WOODGRAIN PASSAGE PAR3652 35 1 2°X 51 1 2' 36"X 52' DBL HUNG 9.0 4.37 13.00 LAYER NAME: HEATING AND COOLING 7.1 7.1 0 11 V-4' C4 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR2637 25 1 'X 36 1 2" 26"X 37° DBL HUNG 3.92 1.87 6.68 DATA 1)FURNACE BLOWER 0 0 _ 0 12 3'-0" 6'-8' 1 3 8" FLUSH SO WOODGRAIN PASSAGE PAR3037 9 1 30'X 37° DBL HUNG 2.24 7.71 2)HEATING ELEMENT 0 _0 _0 13 2'-8" 6'-8' 1 3 8' FLUSH SO WOODGRAIN PASSAGE AR 66 35 1 °X 65 1 2" 36°X 66' DBL HUNG 11.83 5.81 16.50 3)AIR CONDITIONER 0 0 0 14 2'-6' 6'-8' 1 3 8° FLUSH SO WOODGRAIN PASSAGE PAR3266 32"X 66' DBL HUNG 10.20 5.10 14.66 DATE: 15 1'-10" 6'-8" 1 3 8' FLUSH SO I WOODGRAIN PASSAGE PAR3441 33 1 2'X 40 1 2" 34'X 41' DBL HUNG 6.32 LARGEST FAN(S)-ADD 25% 0 2.4 2.4 16 l'-4° 6'-8" 1 3 8" FLUSH SO PEACHTREE INSUL GLASS PAR3636 35 1 2'X 35 1 2' 36'X 36: DBL HUNG 5.78 2.68 12-15-04 APPLIANCE LOADING 17 6'-0" 6'-8" 1 3 4" SUDER PEACHTREE INSUL GLASS PAR3449 DBL HUNG 7.82 179 11.57 18 6'-0' 6'-B' 1 3 4' SLIDER PEACHTREE INSUL.CORE PAR3672 35 1 2°X 71 1 2° 36'X 72° DDL HUNG 13.04 6.50 18.00 1)EXHAUST FAN 1_6 1_6 0 19 6'-0' 6'-B' 1 3 4' PATIO SWNGER THERMA-TRU 08 INSUL.CORE EA36F 36°X 54 1 4' EXTENDED ARCH 9.8 --- 13.68 2)WATER HEATER 18_8 0 18_8 20 6'-0" 6'-8' 1 3 4° SWINGER THERMA-TRU 118 INSUL.CORE A6018 60°X 18' AWNING 4.36 4.53 7.50 3)DISHWASHER 9_0 9_0 0 21 6'-0° 6'-8" 1 3 4" SWINGER WOODGRAIN 81-FOLD CFC3024 54"X 42' TRIPLE CASEMENT 8.1 5.2 15 4)DISPOSAL 0 5_0 5.0 22 5'-0' 6'-8' 1 3 8" 6 PANEL PINE WOODGRAIN BI-FOLD HR3015 " 30'X 15 1 4° 1 2 ROUND 1 1.47 --- 3.175 �- 4)MICROWAVE 0 6_0 6.0 23 5'-0° 6'-B" 1 3 8° 6 PAN MASONITE WOODGRAIN SLIDER NOTE:SAFETY GLAZING TO BE PROVIDED FOR W9NDOWS IN HAZARDOUS LOCATIONS W 24 5'-0' 6'-8' _1 A_8° 6 PANEL PINE WOODGRAIN SLIDER NOTE:WINDOWS ARE NFRC RATED l I I TOTAL APPLIANCE-AMP X.75 WITH APPLIANCES 22.1 16.2 22.4 25 5'-0' 6'-8'I 1 3/tr 16 PAN MASONITE W. ODGRAIN BI-FOLD = CLOTHING DRYER 23.3 16.3 23.3 26 4'-0' 6'-8' 1 3 8° 6 PANEL PINE WO0DGRAIN BI-FOLD RANGE 33.3 23.3 33.3 27 4'-0° 6'-8' 1 3 8° 6 PAN MASONITE WOODGRAIN BI-FOLD 28 4'-0' 6'-B" 1 3 it 16 PANEL PINE WOODGRAIN SLIDER SERVICE CONDUTOR AMPACITY 29 4'-0' 6'-8' 1 3 8° 6 PAN MASONITE WOODGRAIN SLIDER Q (TOTAL)= 120.6 100.1 115.2 USING 200 AMP SERVICE DESCRIPTION OF CIRCUITS LIGHT & VENT SCHEDULE Q FLOOR GLASS %OF ARTIF- VENT %OF ARTIF- 0 N0. SERVING VOLT WIRE AMP ROOM AREA AREA FLOOR LIGHT AREA FLOOR VENT 1 LIV RM•LTSREC 120 14-2 15 UNNG ROOM 292 47 16 44 15 2 BED1•LTSREC AFCI 120 14-2 15 KITCHEN 214 9 4 240 W 5 2 160 CFM 3 BED2mLTSREC AFCI 120 14-2 15 FAMILY DINING RM 127 68 53 68 53 FLOOR PLAN SYMBOL LEGEND DRAWN BY: 4 KITCHEN•LTS 120 14-2 15 BREAKFAST I XX XX XX XX XX KIERSTEN 5 KITCHEN:REC 120 12-2 20 BEDROOM #1 188 28 15 16 9 1 C.C. - CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR 6 KITCHEN:REC 120 12-2 20 BEDROOM #2 112 24 21 12 11 1 CHIMNEY. FIRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT 7 BOILER 120 14-2 15 BEDROOM 3 118 36 30 18 15 CHECKED BY: 8 DRYER 240 10-3 30 TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. 9 WASHER 120 12-2 20 BEDROOM #4 XX XX XX XX XX 10 RANGE 240 8-3 40 BATH #1 ---- 120 W 70 CFM C.- CLOSET WITH SHELF AND ROD 11 BATH3DINING•LTS 120 14-2 15 BATH #2 ---- 120 W 70 CFM L. - LINEN CLOSET WITH (3) SHELVES REVISIONS 12 DISHWASHER 120 12-2 1 20 1 BATH #3 ---- 120 W 70 CFM 13 REFER. 120 12-2 20 HALL XX XX XX XX XX S.W. - STAIRWELL DATE ITEM 14 SMOKE DETECTORS AFCI 120 14-2 15 DEN STUDY XX XX XX XX XX W.C. - WATER CLOSET - DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) 15 DINING• REC 120 12-2 20 FOYER XX XX XX XX XX so - SMOKE DETECTOR LOCATION 16 BED3•LTSREC AFC1 120 14-2 15 FAMILY ROOM XX XX XX XX XX 17 BATH2-LTS: HALL LTS REC 120 14-2 15 EXERCISE ROOM XX XX XX I XX XX 14 - STATE AND TRA INSIGNIA LOCATIONS 21 BATH3- REC(GA) 120 12-2 20 22 BATH12• REC 91 120 F12-2-T 20 1 1 1 Eli 0- DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND BUILDER REFERANCE MANUAL PAGE INFORMATION 4'r DUPLEX RECEPTACLES © JUNCTION BOX OO FOUR WAY SWITCH T.R.ARNOLD&ASSOCIATES,INC. SECTION 6 PAGE °t GROUND FAULT RECEPTACLE Q THERMOSTAT /� DOUBLE GANG 4-WAY/SINGLE SWITCH P.O.Box 1081 GROUND FAULT PROTECTED REC. + PADDLE FAN s/s,/s TRIPLE GANG 3-WAY/SINGLE/SINGLE Eckhart,IN 46515 A. FOUNDATION- 25-27 Commonwealth of Massachusetts B. RANCH- 28-30 SWITCHED RECEPTACLE ® RECESSED LIGHT Fs FlRE SAFETY SWITCH Accredited Evaluation and RANGE/DRYER RECEPTACLE HFL HFAT/FAN/UGHT N PHONE JACK Inspection Agency C. RAISED RANCH- 31-34 This document is certified as being in conformance D. CAPE (AND DORMERS)- 35-41 SCALE: WATERPROOF CA RECEPTACLE FLOURESCENT TELEVISION JACK Wth Massachusetts State E. GAMBREL (AND DORMERS)- 42-46 NOT TO SCALE ® U.L APPROVED SMOKE DETECTOR E] 70 CFM.FANLIGHT COMBO EXT.EXH. ® PANEL BOX Codes and the National F. SALT-BOX (AND DORMERS)- 40-41, 47-50 EI t'cal o ®r°HOuc°. COMPACTABLE PHOTO,ELEC.DETECTOR(MASS.) O SINGLE POLE SWITCH �\ WIRE IN WALL OR PARTITION Approved By G. EXPANDABLE COLONIAL- 51-54 SHEET NO. B RANGE HOOD 160 CFM.EXH. TO EXT. s/S DOUBLE GANG SWITCHES -'� WARE IN CEILING NG OR FLOOR H. 4- 51-54 ' DEC 2 BOX COLONIAL- WALL MOUNTED INCANDESCENT LIGHT /s DOUBLE GANG 3-WAY/SINGLE SWATCH /IH\ THREE MIRE Approval ofmisdocumentdoesnotaudq xeorapprove I. OPTIONAL ROOF PITCHES- 55-59 any omission or deviation from the requirements of SURFACE MOUNTED INCANDESCENT LIGHT THREE WAY SNITCH HOME RUN TO PANEL BOX appecable State La J. ELECTRICAL- 60-63 7 K. PLUMBING- 64-71 r REFERENCE KEISER INDUSTRIES INSTALLATION MANUAL FOR ALL ON-SITE CONNECTION DETAILS. G FOR ACTUAL ROOF COMPONENTS INDUSTRIES INC. P.O. BOX 9000 RYE. 121 SEE PG 8A-B. ALL INSULATION OXFORD, ME 04270 TELE: (207) 539-8883 CONTINC{L DONINUOUS ROP ALL RIDGES IDDGFVENONG FAX: (207)539-4446 (2)MUOJSRSI BEAM AND CONSTRUCTION DETAILS (2)2.6 t1 OR SIR SPF � 2X6 FLIP RAFTER BELOW THE ROOF ARE TYPICAL DWG NO. SPF#2ORBTR PER THIS SHEET. KIM 3023 2.2 LEDGER n OR SIR SPF 2�` NOT TO BE USED AS HABITABLE OR ATOC 2,15 12 OR BIR SPF ESQ I q SPACE.COLLAR DE ONLY ENGINEERED TO 2,0 n OR aTR SPF +ra I q,(l SUPPORT DEAD WEIGHT OF CEILING,NOT UVE LOADS. COTO VIEW: R-38 WIN MUM I SUATION FURNISHED Fq 2X6 SPF 02 OR BTR COLLAR TIES a 16.O.C. SECTION MRINUY R-19 INSULADON NTH AND NSTALLED BY OTHERS BAFFLES FURNISHED AND INSTALLED BY OTHERS i caLL BE 2X8 SPF 12 OR BTR RAFTERS a 16'O.C. DATE: Ira SPF 12 12-1 5—04 LEDGER J235 SELF SEALING ASPHALT SHNCLE5 ,`�� - 2�q 10 TO 12 OVER PLY-DRY UNDERI.AYYENT �P 216 SPF 12 OR 81R >-- 0P`'c`' SINGE TOP PLATE I gp9gp 7/I6'O.S.B.OR OPTIONAL 2%4 CONTINUOUS KNEEWALL FULL LENGTH p9 V2"PLYWOOD SHEATHNG MINIMUM R-39 NSIAADON FROM 1P�� 2.4 STUDS-STUD GRADE OR I STUDS 16"O.C.DIRECTLY UNDER RAFTERS. O q,�, EXTERIOR WALL TO KNEEWALL 0r-> BTR SPF 0 16'O.C../SINGE F 3/4•PLYWOOD GUSSETS 0 BOTH SIDES INSTALLED IN FACTORY 'Y} BOTTOM PLATE I q G EACH RAFTER NTH 5/8'0"CARRIAGE BOLTS O MHMUM R-19 INSULATION - R-kl N9IUIONAL INSTALLED NRN9IED AND INSTALLED 0 FACTORY BETWEEN KNEEWALLS Q TYP.OVERHANG 10 VY ON SIlE BY OTHERS }4•PLYWOOD DECKING i 10'OVERHANG TIP. N ALU NIUM FASCIA INSTALLED!EAVES OPT.POE FASCIA INSTALLED!EAVES �� W x10 IF#2®16"O.C. X10 SPF P1®16-O.C. I/2"SH:ETROCK uETu OR CONE.VINYL SOFFIT xooD ISLlA7ID 210 BOX iDR ITTPJ 1 1/8• JOIST HANGRs 0 YID-SPAN BRIDGING 12•DRYWALL .SHIMS All aEAR SPANS 6.2 SO.IR/L.F. VfFYI SDNO STD. Q O r/N"OSA%&IT" WOOD SLING aT. 0 O VY PLYWOOD OPTIONAL —20 STUD CRAVE YATEWALLS I/2"SHEEIRTJG( 016.O.C. O 1� YNYL SONG 1 WOOD OPTONLL1� 2r0 STUDS FRAMED!Ir O.C.(Mi Q YATEWAUL HAVE 3/8' NI MU tNIS ID BEMATID 0 FACTORY NM W/DBL TOPPLATES L SI S E BOTTOMVr COX PLYWOOD 09 � O OSS WALL S EATNIX:7/IB CD%SHEATHING R-t9 fHROAtS BIT]19AAllOI PLATE!EXi WALLS U A-S All N91LATION V7 SEETROG( 4 2XIO CENTER GIRDER A61 RACERS TM }A'TAG DECKING MINIMUM R-19 INSULATION ALONG DRAWN BY: BOTH FLOOR 0 CFXING PERIMETER 2A SPF IV2 JSTS 1+16"D.C. 2x8 SPF MI/2 JSTS a I6'D.C. K I E R S TE N RAILS.BOrH 90ES __________f_______________ ______ I P______ 2)2X10 PERIMETER JGSi 12 SPF OR SIR 2XIO SPF PF V 2'SHEETROCK xm WHODS rM WI 200 BOX UDR ITYP3 II,e• CHECKED BY: (1/2'DRYWALL ow SHIMS NI(YL wIG�. 7/I6'OSL SHEATHING WOOD SDIG OPT. Vr PLYWOOD OPTIONAL —214 STUD GRADE MATEWALLS REVISIONS 1/2"SHEETROCK 016.O.C. VINYL SIDING(WOOD OPTXxi U 28 STUDS FRAMED!IF GC RYP3 YATEWALLS HAVE 3/8• ALL 01110 RILLS D IE MATED 0 FACTOTY NM W/OBL TOP PLATES L SME BOTTOM DATE ITEM Vr COX PLYWOOD OR 7/N------------- COX SHEATHING 1-19 FROM BAR 19AATOl PLATE a EXT WALES 065 WALL SEATHNG 3//'iAt DECKING ... P-IA MR INSULATION V2'SHEETF CK AD VAN OFFSET BLOCK BRDaIG - PGRMII BELOW L1E 2XID CENTER ORDER NRN90 AND INSTALLED OIL PERIMETER3L RAILS (4) ON SITE BY DINERS 2X8 SPF IV2 JSTS a 18'O.C. 2x8 SPF II/2 JSTS a IT O.C. z)2xlo PERIMETER JOIST n SPF OR em DB PRESSURE 1R'AO 9l E ITN d M00N OOS 10"MASS TYP. B-ap7 W ROIO Au JOSS T1NGL WALL THICKNESS 2 X 6 FIRE STOP FOR LENGTH OF ORDER 1/f MUD!BITS S-P OC NO FLOOR INSULATION CO IS RE N ,ALSO OTN V D O TWE INSULATED SILL BY OTHERS OUIREO THE ORES A10 IN IY a FIRST FLOOR OVER CONDITIONED BASEMENT SPACES 1 All FLOOR OR FOUNDATION INSULATION REWIRED 00 D MEAL D lam U, PER CODE IS TO BE PRONDED AND INSTALLED ON SITE BY OTHERS. �_31tt pp,Sim OLD IIIIII,FUNM At MINA By OTIO6 T.R.ARNOLD&ASSOCIATES,INC. TO 01-9 IIII=1. -,ill 7�II c RDIR FONNIDI RWL _ P.O.Box 1081 -IIII=IIII- II�IIII=_ IIII=!IIII III MR.n 7-R X t-o IIII=IIII- Elkhart,IN 46515 II IIII=III I— COME FOOn D if ill ll=l II I II-IIII=IIII NIL � tea,ROST RIONFIRSTUK 1111=1111=111. Commonwealth of Massachusetts fill—fill LKM-9E BY DBUS OI-SIR BY 01413S. �� llll ffff_l Accredited Evaluation and =!IIII—III IIII 9a D VARY a LOCI P MIT POLYE W A WIND mNa IIII—IIII wwruL 1 soy—�TI�If1=D7= 9�EOD D� -__ RED.PEA CODE IINI 1111 = his docu nforrnanc SC _ L)T i Inspection Agency ti�� IT T men[is certified as being in co e ALE III�I � IIII—�I with Massachusetts State x -IIII= - IIII IIII-11� II-IIII IIII-III IIII-IIII IIII=IIII-un-lin a1404 - a-III- _ II` dll_IIIhIHL ""—" 111=1111-IIII-1L1111=IIII __ ___ — 'Inll�ll IIII__J �IIP1111.._..� — — _= c I 00 �f ll " m I �Illlli,llll IIII odes and the Nations COMPACTED FILL ily I —IIII==nIIIII IIII-1111N I"— -IIII-IIII-IIII,-IIIL=IIII--M ull-IIII- =IIII=IIII IIILIIU IIII IIII IIII EIII Illlll 1111: IIII lilt I NOT TO SCALE PER CODE ff�f=ffff C Ni_„"- _ '=IIII„ �IIr R=fill -11. El ct'cal o I=IIII=III=111 III=Liu—' TTP. TILE Approved By SHEET NO. DRAINAGE Date DE 2 Approval of N m Nis docuent does not authorize or approve `R) any omission or deviation from the requirements of applicable State Laws. ,g FASTEN 2x8 BAND JOIST TO RAFTER WITH 13 1.131 x 3" T.R.ARNOLD&ASSOCIATES,INC. INDUSTRIES INC. MECHANICAL FASTENERS P.O.Box 1081 P.O. Box 9000 RTE. 127 Elkhart,IN 46515 OXFORD, ME 04270 Commonwealth of Massachusetts 1 Accredited Evaluation and TELE: (207) 539-8883 DROP RIDGE FOR SEE TOPFLIP PRINT (P 14) Inspection Agency FAX: (207)539-4446 Q� VENTILATION This document is certified as being in conformance with Massachusetts State DWG NO. LAYOUT FOR SPECIFICS Codes and the National KIM 3023 23/32° El ct'cal o e Approved By ^1 FASTEN 2 x 2 HINGE LEDGER Q� \& Date DEC 20 LAYER NAME: BOARD TO 2 x 8 HINGE BAND Approval of this document does not authorize or approve JOIST W/( 1).131 x 3" MECHANICAL \\,V�o sqC/ any omission orrdeviationfrom Laws ,9ui,ementsof SECTION t� applG FASTENER @ 8'o.c. �� °off o0F SHEATHING ooF� DATE: 12 12-15-04 \��;45.° Q�eP GJ��� ��P1 45.000' w CS 1 ������`' �� 0�' ^�ti 2x 9' 4 3/4" 2 SPF COLLAR TIE @ 16' c �y 0 P '41 0) 7 3/8" `b V. , . -(-D w V P �P�F��F`� � �Q C/ QP Q A J r j rn z ¢ 2x8\# 2 PF LOWER HINGED RAFTER U U o O DO FASTEN 2x6 FASCIA BD.W/13 i� o a i SEE BASE RAFTER .131 x 3"MECHANICAL FASTENERS U' , `o & GUSSET DETAIL `" 7 1/4' o (Do LO M ON SHEET P DRAWN BY: �. 3/4" DECKING KIERSTEN Q\ P `� "' FASTEN 2x8 PLATE TO SUPPORT SEE KNEEWALL �­C� �Q� Y BLOCKS AND RAFTER WITH (4) I SPECIFICS ON FOR HELP CALL: FPC� C', % 3", # 8 WOOD SCREWS. `IL SHEET P15 ENGINEERING 2 x 10 # 2 SPF @ 16"o.c. 2 x 10 # 2 SPF FLOOR JOISTS @ I Co.c. REVISIONS DATE ITEM 4'-0" <i 4'-0" 9 2x6 SUB FASCIA "ON SITE" 10 1/2" 4" BLOCK CUT (� 45' FASTEN 2x8 ROOF PLATE TO 2x8 PLATE ON CEILING 2x8x14 1 / W/(1) 3/8"x5"LAG BOLT & WASHER ®8"o.c. II ANGLE AND ATTACHED TO ONE SIDE LENGTH OF OFFSET AREA.(OR 3-16d ®8"o.c.) OF RAFTER W/ 100% GLUE COVERAGE AND FASTENED W/(5) 3"x.131 MECHANICAL FASTENERS (. SUPPORT BLOCK ) 12'-0 3/8" 12'-0 3/8" 24'-0 3/4" 24'-0 3/4" WIDE (12112) NOTE: 2x6 TOP FLIP LENGTH = 4'-g 3/4 SCALE: = 1'-0" 12112 PITCH HINGED ROOF 2x COLLAR TIE LENGTH / '-4 3 4" @ STD. P SECTION 6 LOWER C 9 / CAPE SEC SHEET N0, SYSTEMS HAVE GUSSETS RIDGE SET POST HEIGHT = 12'-2 9/16" ,> COLLAR TIE HGT. OFF DECKING = 7 -7 1 /4 8 A SIZED- 11 3/4 (W) X 2 O (H) R: _Drawin s JOBS KIM 04colonial 3023ABCD.aec f INDUSTRIES INC. P.O. BOX 9000 RTE. 121 C`\O� T.R.ARNOLD&ASSOCIATE ,INC. // OXFORD. ME 04270 P.O.Box 1081 TEAS: )I (207 539-8883 Elkhart,IN 46515 \ , V FAX: (207)539-4446 Qi Commonwealth of Massachusetts O� 3 Accredited Evaluation +� Inspection ection Agency I /� DWG NO. This document is certified as being in cot4formance 'f �J C`G with Massachusetts State I /� S`� o K I M 3023 \Q� P Codes and the National ` ✓ , � �ct l o o � LAYER NAMEApproved By `i �j � ,D � Date p 3e= /�( ] S/ c� 1� , SECTION F� � FASTEN 2x8 RIDGE BD. TO Approval of this document does not autharizeorapprov I/ ��( P O any omission or deviation from the require nts of a ,,((�� Q�eP RAFTER WITH (4) 3" x .131 applicable5ta[e�aws. 1p DATE- MECHANICAL, V MECHANICAL FASTENERS I �SA� �Fp 12-15-04 2x8x14 1/4" BLOCK CUT @ 45' �P`'�+ `ti ANGLE AND ATTACHED TO (1) SIDE _ _ - F,F, 4- OF ti� �5 RAFTER W/ 100% GLUE COVERAGE - FASTEN 2x8 RIDGE BD. TO y +6� _ P AND FASTENED W/(5) 3"x.131 MECHANICAL / RAFTER WITH (4) 3" x .131 cFo �Fq� 9sc 1/2" HOLE FASTENERS ( SUPPORT BLOCK ) / \ MECHANICAL FASTENERS �q� 9�/ /y w z FASTEN 2x8 PLATE TO SUPPORT / 9�9� �� a�`' z 0 v w BLOCKS AND RAFTER WITH (4) �� \ �F i6� �� w Cn 3", # 8 WOOD SCREWS. / 0ti`�� �j1 12 \ �F�s J �h� N Qf (-n BLOCKS MODIFIED TO BE FULL HEIGHT �� a 12 \ \ c�i �' CD V `s CV — — 1 1/4' DRAWN�I ERSTEN ASTEN 2x8 PLATE TO SUPPORT �O, \ CHECKED BY- (-BLOCKS AND RAFTER WITH (4) 3/4" PLYWOOD 20"GUSSET HGT. / 3n, # 8 WOOD SCREWS. FLOOR DECKING 3/4' PLYWOOD \ ENLARGED DETAIL � I REVISIONS OF 2 x 10 # 2 SPF @ 16" O.C. FLOOR JOISTS // — DATE ITEM END CUT / y — — — E=(1.5 XY) / / ON SITE" 9. 9 AFTER THE ROOF PANEL IS PROPERLY FASTENED ENLARGED DETAIL / / 101/2 0 THE JOIST, INSTALL (1) SIMPSON LSTA-18 STRAP �11 3 of / ® EACH RAFTER TO JOIST AT THE ANGLE SHOWN. I END CUT FASTEN EACH END WITH (6) 10d HANGER NAILS. / 2x8x14 1/4" BLOCK CUT ® 45' "ON SITE" I E=(1.5 XY) / ANGLE AND ATTACHED TO ONE SIDE FASTEN 2x8 ROOF PLATE TO 2x8 PLATE ON CEILING / OF RAFTER W/ 100% GLUE COVERAGE WAI) 3/8"x5" LAG BOLT & WASHER ®8"O.D. LENGTH OF OFFSET AREA.(OR 3-16d ®8°o.c.) I /' / AND FASTENED W/(5) 3"031 MECHANICAL / FASTENERS ( SUPPORT BLOCK ) 12'_2'i NOTE: 12'- 2" WIDE OFFSET with 12/12 RAFTER ROOF I 1/2" Hoy ��° ''J SCALE: = 1'-0" 12112 PITCH HINGED ROOF RIDGE SET POST HEIGHT = 5'-10 7/8" SHEET NO. SYSTEMS HAVE GUSSETS SIZED- 11 3/4"(W) X 20>>(H) R: \_Drawings\JOBS\KIM\04colonial\3023ABCD.aec I 8B OOOC10 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. KIM 3023 LAYER NAME: H 1 PLUMB c E DATE: 12/13/04 ° PLUMBING * D T.R.ARNOLD&ASSOCIATES,INC. ACCESS PL / P.O.Box 1091 Elkhart,IN 46515 F B Commonwealth of Massachusetts C Accredited Evaluation and 0 Inspection Agency — Z This document is certified as being in conformance 11 71 SEE INSTALLATION NOTE with Massachusetts State Codes and the National B-BOX FOR INDIRECT WASTE El ct bat o e ~ =D n ' Approved By 15'-113/4" C� �— Date DEC 20 Approval of this document does not authorize or appro e any omission or deviation from the requirements of V applicable State Laws. ___________r______r__—___, A ✓' 10/ DRAWN BY: (A)--1 1/2" KIT VENT UP / 2" DRAIN DOWN _ O 11Z. _ MS (B)--3" 2nd FLR DRAIN DROP #1 1 i FOR HELP CALL: (C)--1 1/2" LAV VENT & DRAIN ------- 2M81NG 11'-41/4e PLUMBING ext. XXX E21� ACCESS(D)--3" 2nd FLR DRAIN DROP #2REVISIONS (E)--2" FUTURE BASEMENT VENT DATE ITEM (F)--2" WASHER DRIP PAN DROP 77 11 --- A-BOX (G)--3" MAIN VENT STACK I (H)--(4) COPPER H2O FEEDS TO 2nd FLR 4 I 1 09 ➢ SYMBOL LEGEND + 1 1/2" PIPE 2" PIPE r 3" PIPE INSTALLATION FOR INDIRECT WASTE DRAINAGE: ALL INDIRECT WASTE PIPING ••• SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK SCALE: 3/4" COPPER PIPES INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS 1/4"=1'-0" DRAIN LINE AND STANDPIPES SHALL BE TRAPPED AND VENTED AND ------ VENT LINE SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL SHEET NO.LINE DROPS BELOW FRAMING INDIRECT WASTE PIPING THAT EXCEEDS 2' IN DEVELOPED —1 FACTORY TERMINATION LENGTH MEASURED HORIZONTALLY, OR 4' IN TOTAL DEVELOPED (� (FOR ONSITE CONNECTION) LENGTH, SHALL BE TRAPPED. 9 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. KIM 3023 LAYER NAME: 2PLUMB L -- -- DATE: 1 qo RUN BACK TO ACCESS LOCATION 1 ST FL-OOR- I 6n12-9-04 / FR.A,N1 3" 3'T 2" J p 3' 3" � 20 1 2° 3" Z D-BOX --------- CIE I I O I DRAWN BY: (I)__ KIERSTEN (B)--3" 2nd FLR DRAIN DROP #1 FOR HELP CALL: (C)--1 112" LAV VENT & DRAIN ENGINEERING (D)--3" 2nd FLR DRAIN DROP #2 REVISIONS (E)--2" FUTURE BASEMENT VENT DATE ITEM (F)--2" WASHER VENT & DRAIN (G)--3" MAIN VENT STACK "C-BOX' (H)--(4) COPPER H2O FEEDS TO 2nd FLR ' >- SYMBOL LEGEND , + 1 1/2" PIPE T.R.ARNOLD&ASSOCIATES,INC. ¢ 2" PIPE P.O.sox 1681 Elttbart,IN 46515 t Commonwealth of Massachusetts 3 PIPE Accredited Evaluation and SCALE: "" 3/4" COPPER PIPES Inspection Agency 1�4't=1'—Orr This document is certified as being in conformance DRAIN LINE with Massachusetts State Codes and the National •----- VENT LINE El et'eal o SHEET NO. LINE DROPS BELOW FRAMING Approved sy� Data p z 9 A --� FACTORY TERMINATION Approval ef this decum au entdoesnottMrireorapprova any omission or dedetlon from the requirements of (FOR ONSITE CONNECTION) applicable State Laws. ABOVE T ➢ LEGEND ROOF 4 2'-O _ INDUSTRIES INC. RL---- VENT THRU ROOF _-'' I P.O. BOX 9000 RTE. 121 BELOW ROOF 4 —D O "/ I OXFORD, ME 04270 I BID BIDET PS PEDESTAL SINK ELE: (207) 539-8883 --"'"� T FAX: (207)539-4446 BT BATH TUB RL ROOF LINE F' ��' z CL CEILING LINE S.C. SITE CONNECTION := CL DWG NO. CO CLEAN OUT SHWR SHOWER O _, ; -'0 I z KIM 3023 D/W DISHWASHER VTR VENT THROUGH ROOF _Q �}1" o FL FLOOR LINE WB WASHER BOX STAND PIPE -'t" CL Co LAYER PAMMEB FV 2" BASEMENT FUTURE VENT WC WATER CLOSET _- "" � CL LAV KS KITCHEN SINK WOP WASHER OVERFLOW PAN -�}-'"`�- Q `JCL z DATE: LAV LAVATORY WP WHIRLPOOL TUB r'cL FL 12-15-04 W.C. CL SHWR _ ,�CO W.B.; O �'Q_ FL W.C. t FL LAV �. J --F ', FL W.O.P. C U CL '- �'C, S.C. T.R.ARNOLD&ASSOCIATES,INC. S G' _ t'1 P.O.Bo:lost U S.C•i Elkhart,IN 46515 (/7 SHWR _ Commonwealth of Massachusetts FL _ Accredited Evaluation and Inspection Agency This document is certified as being in conformance " — I I I I with Massachusetts State Codes and the National I I I I El t'cal o I I I I Approved By lejjL DRAWN BY: Date DEC 0 ' KIERSTEN 1/Z• Approval of this document does not authorize or approve I I I I any omission or deviation from the requirements of applicable Sara I. . FOR HELP CALL: 4-BOX CAPES AND COLONIALS WITH RAFTER ROOFS - S.C. CONNECT 2"FUTURE VENT CL TO 3"MAIN VENT IN WALL CL a ' ENGINEERING Z Z CL o CL o Z REVISIONS ALL PLUMBING BELOW FLOOR LINE OF 1st FLOOR o o TO BE SUPPLED/INSTALLED ON—SITE BY OTHERS. ; _ oCc TO MAIN DATE ITEM CONNECTION BETWEEN 1st. AND 2nd. FLOORS ON ; CAP FOR FUTURE BASEMENT Z 3. DRAIN VENT IF NOT USED IMMEDIATELY. :� 3• _ -'�" ' 4-BOX UNITS TO BE COMPLETED ON-SITE BY OTHERS. CL W.C. FLk FL - DWV VENT STACKS ARE TERMINATED IN THE 2nd „ 2 FLT 3 FLOOR CEILING JOISTS AT FACTORY. THE ONSITE CONTRACTOR _--'"" ,,---'`""� FL FLI 3 - � - IS TO SUPPLY / INSTALL ALL ON—SITE VENTING AND SEE INSTALLATION NOTE PLUMBING ABOVE THE COMPLETED 2nd FLOOR. CO - '' FOR INDIRECT WASTE THIS INCLUDES THE VENT THROUGH ROOF. PED. I FL ' CL DASHED LINE PORTION TO BE FURNISHED / INSTALLED ON SCALE: SITE BY OTHERS. INSTALLATION FOR INDIRECT WASTE DRAINAGE: ALL INDIRECT WASTE PIPING NOT TO SCALE CO SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK ` INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL BE TRAPPED AND VENTED AND SHEET NO. SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL KS - INDIRECT WASTE PIPING THAT EXCEEDS 2' IN DEVELOPED LENGTH MEASURED HORIZONTALLY, OR 4' IN TOTAL DEVELOPED 9B D/W _ ''"" LENGTH, SHALL BE TRAPPED. FL`- V vv SOIL TEST PIT DATA: P-10859 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : >J 25.5 TEST PIT #1 TEST PIT -#2 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 4" PVC 102.5 101.9 NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. PIPE o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GIRD. EL. GRD. EL. REINFORCED CONCRETE. 0 0 0 0 000000,000 0 0 0 0 o N/A N q TEES TO BE CENTERED UNDER' MANHOLE COVER. REMOVABLE 2" WALLS ° o 0 0 oa EST. HIGH GW. _� EST. HIGH GW. -� 2. SEPTIC TANK TO WITHSTAND H-10 LOADING NOTES: 3 UNITS o T q A UNLESS UNDER PAVEMENT, DRIVES OR COVER 0 00 I LOAMY SAND v , NG _ SHALLLLAPPLY. � WHEREIN H-20 LOADING ' pw ROOM UNLESS UNDER PAVEMENT DRIVES °o0 O / °° 56" 12'-10" LOAMY SAND �„ ,v;.v„ ,v ,v,,,,,;,v,;,• 1. DIST. BOX TO WITHSTAND H-10 LOADING Y 3 3 8" Y 3 3 8» 3. ALL PIPE CONNECTIONS AND CONCRETE VES OR o \ 0 1 B \ 2-24" DU CONCRETE MANHOLES {-F} TRAVELED WAYS WHEREIN H-20 LOADING o° 500 GALLON LEACHING D LLS o LOAMY SAND B \ CONSTRUCTION SHALL BE WATERTIGHT. W METAL HANDLES BROUGHT T SHALL APPLY. 0 0 o 0 0 0 0 0° o° 000 o°o o °0 °c o°o°°LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH / � 15» o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 W 6" OF FINISH GRADE T s 1 2•PROVIDE INLET TEE OR BAFFLE WHERE (" 33.5 GENERAL NOTES: 10YR 5 6 30" 10YR 5/6 28" MORTAR. TEE TO BE UNDER 1 IN. 5,5" OUTLETS 8 .L •M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR BRING COVERS TO PLAN VIEW - LEACHING CHAMBERS 1. THIS PLAN IS FOR DESIGN AND EL = 100.0 EL = 99.6 3 �� a T IN PUMPED SYSTEM. WITHIN 6" OF - CONSTRUCTION OF THE SEWAGE L- " FINISHED GRADE. DISPOSAL FACILITY ONLY. MED/0.1 SAND MED/0.1 SAND 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 2.5Y 6/6 2.5Y 6 6 " RAISE M.H W,c._ 4 BOTTOM ON LEVEL LOAM & SEED DI *I BOX TO BE LAID LEVEL. DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AND 10-6 SEWER BRICK e, -: STABLE BASE 6 MIN. 3 4" TO 42" 40" e.• -- .::e •:'-' • •• » MATERIALS SHALL CONFORM TO MASS. dt MORTAR 1 1/2 CRUSHED 10'-0" NORM AL WA L 12" ? CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. OMPACTED FI 36" MAXIMUM,12"MINIMUM D.E.P TITLE 5 AND LOCAL BOARD CONSTRUCTION SHALL BE WATERTIGHT. 000 OF HEALTH REGULATIONS. " PRECAST SEPTIC TANK �� 10" 3" 14" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° ° � � O � � °°0 3" LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE 65 INLET TEE :S 5'_1" 30 1/2" 34" T" � ® � � 0 � O O REMOVE 40 OR EQUAL. _ - 24 § 0 � � M 0 Q UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS EFFEC. Qj MATERIAL FOR LOCATED WITHIN 150 FT. OF THE 5-2" 4�'_6" 4'-0" MIN. W SM ON :e 5'-8" p O Z 15 1/2 DEPTH ® 0 5' AROUND PROPOSED LEACHING FACILITY NOR MED. SAND MED. SAND - - c = LIQUID DEPTH 2.5Y 7/4 2.5Y 7/4 _ 1 PRECAST DIST. 1 O cI 0 0 0 0 pANY 5-8 : 150' OF AN WELLS PROPOSED LEACHING G WITHIN FACILITY. BOX NO OBS. G.WATER NO OBS. G.WATER INDICATES 56" ASHED STONE 5 ALL TOPSOIL,WITHIN LIMIT SUBSOIL AND OTHE EXCAVATION R 144" 150" �_ ESTIMATED '� '' :~:: :: `'� '� 12 -10 IMPERVIOUS MATERIAL. EL = 90.5 EL = 89.4 = SEASONAL HIGH o' BOTTOM ON LEVEL STABLE BASE ` 3» L. " GROUND WATER PLAN VIEW 7 1/ 15'_0"-.-{ 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: 6" MIN. 3/4" TO ��� CROSS-SECTION .VIEW ����\ I OR OTHER CLEAN GRANULAR soils 11-29-04 11-29-V4 INDICATES 1 1/2" STONE PI-p`N GROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING TEST BY: TEST BY: _� OBSERVED SIEVE ANALYSIS: THE BSC GROUP, INC. THE BSC GROUP, INC. GROUND WATER 1OX (MAX) BY WT. SHALL WITNESSED BY: WITNESSED BY: PASS No. 50 SIEVE DESIGN CRITERIA: �A x of No. 4. SIEVE SHALL DIVE STANTON DIVE STANTON INDICATES PASS No. 100 PERC. PERC. RATE: PERC. RATE: TEST DESIGN FLOW: PAS No . 4'SIEVE SHALL 0. MIN./INCH _MIN./INCH ENGINEER TO INSPECT EXCAVATION 4 BEDROOMS 11 UNIFORMITY COEFFICIENT a No. 4 SOIL EVALUATOR SOIL EVALUATOR ® INDICATES PRIOR TO INSTALLATION. OOMS AT 0 G.P.B./D 440 G.P.D. SIEVE </-6.0 CRAIG FIELD CRAIG FIELD UNSUITABLE CONC. 7. EXISTING UTILITIES WHERE SHOWN MATERIAL BOUND ENGINEER TO INSPECT SEPTIC SYSTEM IN THE DRAWINGS ARE APPROXIMATE. SOIL CLASS: SOIL CLASS: � �• FOUND Ems, THE CONTRACTOR SHALL BE RESPON- 1 1 Nr� �,,, .,�. PRIOR TO FINAL BACKFILLING. REQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATING AND ,r,,''� ) t 440 X 200% = 880 GAL. COORDINATING THE PROPOSED CON- L.T.A.R. L.T.A.R. �.... STRUCTION ACTIVITY WITH DIG-SAFE 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. $E .r / 1 SEPTIC TANK PROVIDED: _ �`�GAL. AND THE APPLICABLE UTILITY EXISTING EXISTING UTILITY MAINTAINING NINNHE f GARAGE SERVICE. • _ / DIG-SAFE SHALL BE NOTIFIED PER DATUM. k 109 , Not; SIZE OF LEACHING FACILITY REQUIRED: THE STATE of MAssACHUSETTS VERTICAL DATUM: ASSUMED \� $91 � '1f 16, STATUTE CHAPTER 82, SECTION 409 >S, DESIGN PERC. RATE: <2 MIN./ INCH AT In- 1-888-344-7233. THE BENCH MARK SET: TOP OF CONCRETE BOUND AT NORTHEASTERLY CORNER `� J1o6 -s ASSUMED LONG TERM APPL. RATE 0.74 G.P.D/S.F. ENGINEER DOES NOT GUARANTEE �$ BENCHMARK THEIR ACCURACY OR THAT ALL ELEVATION 101.27 N. N� a3b+, TOP OF - UTILITIES AND SUBSURFACE STRUCTURES / 440 GPD + 0.74 GPD/SF - 595 S.F. ARE`SHOWN. LOCATIONS AND \ CONCRETE ELEVATIONS OF UNDERGROUND UTILITIES J GONG. �, / BOUND TAKEN FROM RECORD PLANS. THE \ / ELEVATION SIZE OF LEACHING FACILITY PROVIDED: CONTRACTOR SHALL VERIFY SIZE, PROFILE. NOT To SCALE BOUND �-'\ ,o,. 7 FOUND 68,9 \ 2 LOCATION AND INVERTS OF UTILITIES J / AND STRUCTURES AS REQUIRED PRIOR TOP FOUNDATION FIRST PIPE LENGTH 1 / / / USE THREE CONCRETE LEACHING CHAMBERS TO THE START OF CONSTRUCTION. CONCRETE COVERS TO WITHIN7 TO BE SET LEVEL J � /-�' � EL=103.5 8. THIS SYSTEM IS NOT 6" OF FINISHED GRADE. FOR MIN. 2' ./, -12• / ,,. FINISH GRADE 1 • / ..�'' �, R/ 0 / � DESIGNED FOR ,/ SIDEWALL = 2(12.83'+33.50') X' 2'= 185.32 THE USE OF A GARBAGE GRINDER. ` 4" PVC SCH 40 +4vI / +� L/ T - - A GARBAGE GRINDER IS NOT 4" PV h 1 /r / \ �10Z ��-` �/ / B❑ TOM - 12.83 X 33,50 - 429.80 RECOMMENDED DUE TO RECOGNIZED LEACHING CHAMBER LOT 7 1 q, ! 63.6 't ,�01 1 , 51r1S,F. ADVERSE IMPACTS TO THE LEACHING � I 1 ! .�. / / � / �_ FACILITY. 1 29,946f S.F. i \jmjj� , I= 615 S,F x 0,74 GPD/SF = 455GPD -G / ` PROPOSED MUM I=E 7MH ,- / �/ / •� ///3 `DRYWELL. 5 OUTLET I= 2 4„ R!D /, / ► = DIST. BOX 6.6 SEPARATION O sEpTlc TANK LOT 3 �."� �,__,` � ��� I PROPO D ' --� �� , UP / ` o 4 BEDR OM BOTTOM OF HOLE � / .10� ' ( DWE G ..✓-�," � � TOF 1 5.0 a �� , � 1, // LOCUS INFORMATION INVERT ELEVATIONS: . � .__ j + o o Ar. o I / ///3 // 1p$-- 1 J J I •0►/ / �� .. �/ 99.9 CURRENT OWNER: JESSICA HUNT (LYNCH) 9 BSC GROUP /�--.� EXIST J / i TOP OF FOUNDATION 105.00 A SHED J 1 IX .6 1 / ? ..... '6 / / ! / TITLE REFERENCE: DEED BOOK 8213, PAGE 40 657 Wain S RT.» y/ _ / �/ , Street, ( ?8)Ut11>It,6 4 INVERT AT BUILDING 98.84 B _. I ` �1 1 1 I P#1 '�� �--- / / / W.Yarmouth ltilassachuselt� 4 INVERT AT SEPTIC TANK IN 98.60 C I ► .� Q• �/ +'� / a // PLAN REFERENCE: PLAN BOOK 394, PAGE 91 02673 ( i 70g., \ 4" INVERT AT SEPTIC TANK OUT 9$.35 D ' I I I 1 / h J.C-3 / �/ j/ / /.3 /' ASSESSORS MAP: 209 508 778 8919 (OUT) �,., -�... ,,� / / / / OAy ` / - i/ / / �✓ PARCEL: 52-7 4 INVERT AT DIST. BOX (IN) 98.27 E , .....>> / / / 1 l �"��,� / �� ///j PROJECT TITLE: 4" INVERT AT DIST. BOX OUT 98.10 F / / / /44 }'' / /o O / / 99.5 ' J APPROXIMATE ZONING DISTRICT: RD-1 91.6' % oM `b�`r`// O�i.=-/ , �IIN o�/ //�/ ,,,� / LIMITS OF EXCAVATION SETBACKS: FRONT 30' SIDE 10' CONC. / / \ / Q` ) / / �ti/ , / REAR 10' 1 / � / ,�✓ / SEE NOTES 5 AND 6 SEWAGE DISPOSAL INVERTS AT LEACHING FACILITY: BOUND o� 7Q�4,� o / � / ,/ 7 / FOUND o / I / r �,G' / / %,el~' , MINIMUM LOT SIZE: 87,120 S.F. SYSTEM 1 / /3 4 INVERT AT BEGINNING 1 i l / I I �` 1/ /�,//� , / EXISTING LOT AREA: 29,946t S.F. OF LEACHING CHAMBER 98.0 G BREAKOUT ELEV. 98.5 ,/ f / EXISTING \� \� '/ /�/ \ / OVERLAY DISTRICT: R.P.O.D. DESIGN ELEVATION AT BOTTOM /, .--' / / / / BARN / / / /4.i / NITROGEN SENSITIVE OF LEACHING CHAMBER 96.0 H / // // �/ /�O//� Q // ZONE: AP - NOT A ZONE II #99 NO OBSERVED GROUNDWATER /� / / GRASS 31•�� /C?140 / FEMA FLOOD " " 89.4 J GR 18.5' /AVEDRI VEWA��� /�•'+rj / -_. -----99 ZONE DISTRICT: C , DATED 8/1 9/,985 P H I N N E YS LANE S BOTTOM OF HOLE RIVE AY //�3 PANEL #250001 0005 C cl) / ) LOCUS PLAN: NO SCALE CENTERVILLE CL �- M ASSACH U SETTS / m LOT 6 � '' � � 1 1 1 ► _ VARIANCES REQUESTED: 1A� _..,_./�_.. . r 1 PREPARED FOR: / / 1 / UP . CRAIG A. N S NONE / 1 / / FIELD Mrs JESSICA HUNT co OF / / / No.3W39 r <v 1> 102 CENTRAL AVENUE AVID J. ,/ NEWTON, MA N CRISPS H / / 3 / _ 2 02460 CIVIL �/ p / 28 (617 332-2404 No. ��\ / 0 1. R w L � q� Z.� P�S� DATE: JANUARY 9, 2005 ci FLOOR PLANS ,f�o LONG COMP. DESIGN: K. HEALY W PLAN VIEW LOCUS POND CHECK: D. cRiSPIN DRAWN: P. HAGIST SEE ATTACHED ARCH. PLANS SCALE: 1' _ 20 FEET FIELD: D. GAZZOLO / J. MCCARTIN s FILE NO. 8771-SEP.DWG 0 0 10 20 40 FT. SOUTH MAIN STREET DWG NO. 5592-01 r m v a JOB NO. 4-8771.00 SHEET 1 OF 1 a