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BP-28771RESIDENTIAL 2003 SECTION 8 - INSPE TOR'S REVIEW/COMMENTS 1. Date plan reviewed: 2. 30 days to review period expires. 3. OK to issue date: 4. OK to issue subject to requested submittals(see project r viorksheet): Date: 5. DEN ED (see o.ect review worksheet): Date: 6. HOLD reason: Date: 7. ct to Zoning Board of Appeals acti Un- Date: 8. Comments: 9. Inspector's Signature: Date: SECTION 9 - A PLI Ny NOTIFICATION Applicant informed of above Date: �' Time Clerk: Comments: SECTION 10- OFFICE\INSPECTOR'S NOTES �� NNW Total Permit Fee: $ . Less Application Fee: $ 25.00 Remaining Balance: $ AK, TOTAL FEE: j�/ O Gross Area - New Construction total sq. ft. / Gross Area Alteration total sq. ft. Permit Issue T .s2 u SECTION 11 - ADDITIONAL COMMENTS/SKETCHES 7/•b J I1 RESIDENTIAL 2003 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REF1VIiiDA"LE NON -TRANSFERABLE DARTMOUTH BUILDING DEPARTMENT DATE RECEIVED? r: U_ R 1 01 :. -, .. I,0j 400 Slocum Road, P.O. Box 79399 r 111W,— " 12: $0 Dartmouth, MA 02747 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY: BUILDING PERMIT, DATE SENT FOR REVIEW: �. NUMBER: l DATE ISSUED' OK TO ISSUE - SIGNATURE: DATE U� ' BtVdink Com i ioner/lnspector of Buildi gs Zoning District: oposed Use: Zone: dC ❑ B M A ❑ utside Flood Zone ❑ Aquifer Zone THE FOLLOWING AGENCIES SHOULD BE NOTIFIED: ❑ Board of ❑ Board of ❑Con. Com. ❑ Demo ❑ DPW ❑ Elec. ❑ Energy Remort Appeals Health Affidavi Card Sent: :_ Cut Off Follow-up* ❑ Fire ❑ Gas ❑ Planning Board* ew r"Card Wa Card ❑ Zoning ❑ Other Chief Cut Off / C t Cut f Review* * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT. DEPARTMENTAL APPROVAL - _ ..-__..... Zoning Review: Signature: " Date: Energy Report: (��L Signature: Date: Fire Chief: Signature: Date:`?—C9� Board of Health: Signature: Date: Conservation Commission: Signature: Date: Other: Signature: Date: Description of work being performed: SECTION 1 - SITE INFORMATION NUMBER OF PLANS SUBMITTED: 1 ,5 CAI 31611 1 Avj� SITE PLAN SUBMITTED: e>'<-yes ❑ no 1.1 Property Address yD Z 1.2 Assessors Plat & Lot Number: Z Plat 3 �% Lot .� - r Nearest Cross Street: 201 T- RO A� LOI.5-r 1.3 Historical District ❑ yes; b o T, 3jA 1 IL 3 Subdivision Name: Has application been submitted to the Historic Commiission? Total Land Area Sq. Ft.: t,U 9 -7 ZS S 5 /AP , ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: Municipal❑ Private Well ><Municipal ❑ On Site Disposal System C:\bldg.fornis\Bldgapp,res.wpd Page 4 Rev. January 19, 2001 C:\blde.f ornis\Bldgapp.res.wpd Page I Rev. Januarty 19, 2001 RMDENTIA- 2003 RESIDENTIAL SECTION 2 - PROPERTY OWNERSHIP / AUTHORIZED AGENT 2.1 Owner of Record: J b &iP k R'0 §-% A-uJe '' ( (s"Z $ —. ,Ss S*amf -4; Name (print) Contact Address Phone Number 2.2 Authorized Agent: /o 5+-"VT� G-.) W 9. L, L '3u l .iG�l �e.wt3 ��ry _ ZP 22- ,1nA",t �,-) y , Z /" Name (print) Contact Address Phone Number SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor S,uousy 19 So-$JAJ License Number O y y 9 any Address [f 2 2 ;k4 t oIjLNDAlol/�� iftrt; Expiration Date Signature hone &-1 y 14 3.2 Regi_ .ered Home mprovement Con r Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state "none") Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only I PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Roont 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Signature by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July I, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section: provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability 2uu3 NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.155) - SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL C 152 § 25) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to proviide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: s ❑ np SECTION 5 - DESCRIPTION OF PROPOSED WORK (check all applicable) ew construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ l)=] woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other lD demolition (shed/garage) no. of windows doors (specify below): ((specify below): * If new construction, please complete the following: Single Family: no. of bedrooms -3 no. of baths 3 Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 Cl Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided >-5�1-lot Water: Gas Electric Fuel Oil Other Bricf Description of Proposed Work: u, , e d �Q toe _4 Cu jo aj a •✓J / CA SECTION - 6 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost ($) to be completed by permit applicatitt 1. Buildin 1 V o o 2. Electrical vt> 3. Plumbing 4. Mechanical HVAC 5. Total = (1 + 2 + 3 + 4) * Estimated Total $ SECTION 7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (please print) J 6sylJh 1, G/d &6 a,.1,-J% Pvy4-j4- , as Owner of the subject property hereby authorize to t on m behalf, in 11 matters relative to work authorized by this building permit application. Signature of Owne Date SECTION 7B - OWNER/AUTHORIZED AGENT DECLARATION + I, (N .1 L �ii�' —gov" J t. , as Owner/Authorized Agent hereby declare that the statements amd information on the foregoing appiic rue and accurate, to the best of my knowledge and belief. Signed unde ie pains and p altie perjury. Signature o e gent Datre Z:�6— C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 19, 2001 C:Abldg.forms\Bldgapp.res.wpd Page 3 fRev. January 19, 2001 o �+ `1,11 "COPID PLAN A C4w',V Of This Enel;wzd bm f lm-t Be Kepi Oil Site 14 0 W-43, ESTATE LOT 0 429,725 sq.ft. 9.87 acres 0� WLF 22 2a � 23 W 160,109 S.F CONTIGUOUS UPLAND AREA 197,166 S.F. TOTAL WETLAND AREA ZTO R) 50.00' FRONTAGE 429.1' W.F2�.� 26 I 66.9' (74.0') LOCATION OF 5.9' 68.7' CONCRETE 100' BUFFER ZONE 6.4 4.0' 6.4' FOOTING 2.0' _ 52.8' 2.0' N lrco 24.0' -�� 7.5' _ 38.6 ' (95.0') / N� \� 84.9' 4.0'_ 96.8' �1�04.0') 39.5' (35.0') 68.B' 1 191.66' �� S 0. S38'39'00"W 16 2�' S86 4 00"w S 38'3 „ . •� 560 09 0W 0900•, 174.80' _ 22. )3, W N /F 114-31-1 MOTHA, MARY ET AL S�t�0 " 0 622 00, w ZONING DISTRICT: SR-B ZONING REQUIREMENTS PER ZONING BYLAWS SECTION 4B.411-ESTATE LOTS MIN. LOT AREA 240,000 S.F. MIN. CONTIGUOUS 160,000 S.F. UPLAND AREA MIN. FRONTAGE 50 FT. MIN. FRONT YARD 200 FT. MIN. SIDE AND 20 FT. REAR YARD MAX. BUILDING HEIGHT 35 FT. MAX. IMPERVIOUS 50 COVERAGE 19, RUSSELLS MILLS R f r Of LOCUS MAP NOTES: NOT TO SCALE CzNRAIL 195 5 LOCUS f� Y 'U I� GULF RD- 1. FIELD SURVEY FOR FOOTING AS -BUILT CONDUCTED ON 09/02/03 BY EXISTING GRADE, INC. 2. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES DIMENSIONED TO. DIMENSIONS IN PARENTHESES REPRESENT PROPOSED DIMENSIONS AS SHOWN ON A PLAN ENTITLED "SITE PLAN FOR ESTATE LOTS 1, 2, AND 3, RUSSELLS' MILLS ROAD, N. DARTMOUTH, MA" PREPARED BY ATLANTIC DESIGN ENGINEERS, LLC., DATED 04/08/03, REVISED 08/07/03., 3. PROPERTY LINES AS SHOWN HEREON ARE BASED UPON A PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN FOR ASSESSOR MAP 34, LOT 5" PREPARED BY ATLANTIC DESIGN ENGINEERS, LLC., DATED 01 /30/03. 4. ORIGIN OF BEARINGS IS THE 1925 COUNTY LAYOUT FOR A PORTION OF RUSSELLS MILLS ROAD, 5. ORIGIN OF ELEVATIONS IS RM 5 PER FIRM PANEL #250051 0020 C, REVISED 07/03/85. ELEV. = 32.97 (NGVD OF 1929). 6. PROPERTY LIES WITHIN FLOOD ZONES A AND C PER FIRM PANEL #250051 0020 C, REVISED 07/03/85. 7. PROPERTY IS ZONED "SR-B" PER TOWN OF DARTMOUTH ZONING MAP, REVISED 03/23/99. 8. PROPERTY IS LOCATED WITHIN THE TOWN OF DARTMOUTH AQUIFER PROTECTION DISTRICT. 1 T THIS PLAN DEPICTS FOOTING AS -BUILT �- C THEY EXIST AS OF 09/02/03. EDH. WIN '0 SI L ND SURVEYOR / DMAT/Er p li jS RLt 1 1 n /�L � PBO 104BASBT PROJECT NO, EGIEXISTING GRADE INCORPORATED SCALE C FOOTING AS-BLUT PLAN 1045.0 Civil Engineers and Land Surveyors SCALE 1" = 40' COOS PHROATTRNY. ART�RFRANK OF DAM: g 04 03 P.O. BOX 1386 0 10 20 40 10 PURCHASE STREET ESTATE LOT 2 SHEET NO. SOUTH DENNIS, MA - 02660 # DATE REVISIONS FALL RIVER, MASSACHUSETTS 02720 RUSSELLS MILLS RD., N. DARTMOUTH, MA 1 OF 1 (508)385-7701 (508)385-7702 (FAX) N/F 114- 32-1 MOTHA, MARY ET AL 29.27 WLF33 ---- EXIST. WETLAND FLAG EXIST. WETLAND BOUNDARY .00 EXIST. STONE WALL ° o EXIST. FENCE LINE S S - S EXIST. SEWER LINE (APPROX.) w w w EXIST. WATER LINE (APPROX.) wv D4 EXIST. WATER GATE (APPROX.) EXIST. HYDRANT (APPROX.) ® EXIST SEWER MANHOLE (APPROX.) ZONING DISTRICT: SR-B ZONING REQUIREMENTS PER ZONING BYLAWS SECTION 4B.411-ESTATE LOTS MIN. LOT AREA 240,000 S.F. MIN. CONTIGUOUS UPLAND AREA 160,000 S.F. MIN. FRONTAGE 50 FT. MIN. FRONT YARD 200 FT. MIN. SIDE AND REAR YARD 20 FT. MAX. BUILDING HEIGHT 35 FT. MAX. IMPERVIOUS COVERAGE 50 % _ cv EXIST. GAS VALVE BUILDING DEPARTMENT EXISTM13. MAILBOX \ 24 42 .... oHO • •- EXIST, OVERHEAD UTILITIES AND POLE ' / MNW K�LF'425 K` FF427 P STS s>-cTION-B SECTION- A POST SUPPORT NET TOP VIEW 4'-o' HAYBALE A /SILTATION FENCE CC1;IPLER /� FLOW N BACKFILL s. SECTION-B N 6. SECTION -A 00 NATIVE SOIL TOE -IN METHODS JOINING SECTIONS OF ENVIROFENCE SILTATION FENCE & HAYBALE DETAIL (NOT TAC-E) �f 2, OR 3 UNTIL A COPY OF THE RECORDED ESTATE ' LOT COVENANT IS DELIVER: D TO THE BUILDING .COMMISSIONER AND PLANS NG BOARD. ` SUBJECT TO AN ESTATE LOT COVENANT DATED PROPOSED HYD N E JANUARY 30, 2003 RUNNISG WITH THE LAND TO BE *0 ,,,. , z F420 Off/ \o \ tis�.> RECORDED WITH THIS PLAN BY OR FOR THE OWNER *�( �o �\ ,- : � , p ?2� ti OF RECORD. krl�l 9/ \ <'l A MHW32 OF z7 U3 ,) ^°.E; ; ,�\ Sp, t Hw31 .� ��� � <oo\ DARTMOUTH D.P.W. 1`OTES. �. �. 4q r ` O\ 1, ALL WORK AND MATERIALS SHALL BE PER THE K'LF ,, Rryowma „w, '� - r,\ TOWN OF DARTMOUTH DEPARTMENT OF PUBLIC 418 F, y N/F WORKS CONSTRUCTION SPriCiFICAl10NS, LATEST MHW3 /O�` WLF417 i i A, \ \ EDITION. <` �, ,<. K'1F31 �T 9' �; TOWN C�� DARTMOUTH 2. AN AS -BUILT SET OF UTILITY PLANS SHALL BE Wt}`41g�/i -, -�; '\WLF321F V.=30:0`,, r`.`�� - TREATMENT SITE SUBMITTED BY THE CONTRACTOR TO THE TOWN OF /�! SEWAGE N/F ,, t ,' . ,r, . f� 2 K2F . M _ 7 a 320 • 323 �. a� -=' ? ?7 DARTMOUTH DEPARTMENT OF PUBLIC WORKS UPON 109-68 H 8 �, WLF415 !� k' yyLF325WLF329 COMPLETION OF THE UTILITY INSTALLATION. . ROWBOTHAM, ,�, w�F413 K2F414, ESTATE LOT K2F3 �`F319 �.�I �.� _ K'LF322 �- F3 K2F411 ., �?e �� 31 3. THE CONTRACTOR SHALL KUBMIT ALL SHOP WLFJ �< ct 17.C; HARRY . - - �/ -' 616 KIF'324 E, K2F3 F32 LIFE INTEREST EST.F3; K2F3`26 27 $ INLF3 0 DRAWINGS TO THE TOWN (IF DARTMOUTH ?E;.rla 589, 005 sq: ft.' 15 ^ r ?, � _ � �34 DEPARTMENT OF PUBLIC NrJRKS FOR REVIEW AND KtF412r / " a ESTATE LOT K2F332 33``' 9 s3• APPROVAL PRIOR TO START OF CONSTRUCTION. 13.52 acres ^o, 40 o xAL 218,729 S.F CO GUOUSWLF314 :, ,� 0 40.05 O. P� KtF410 ✓ " �5 e i-t UPLAND AREA �,�' 2 K2F334 S08 32 42 W P� - x �o lkF4o9� 312,803 1. "TOTAL �F'.. � 429,725 sq.ft. A '��AND AREA 313 9.87 acres ,tr. WLF335 FRONTAGE K F32 160,109 S.F CONTIGUOUS r� MHyy wLF408 i UPLAND AREA ,� .�.> h� •oo ,�. �., N,tF 1 197,166 S.F. TOTAL'''''' ao h ESTATE LOT S ; �A,, WLF16 WETLAND AREA � ,tr, _�. �� . L 41 K'LF407 MH v w�F310 VVVL 50.00 FRONTAGE -0 Ica- \, Ir, W" ' -.:?t, WLF4y c? / ^ 30 ,� xWLF L 4 , it _ F3 F4 tt 281,648 sq. ft. 23 06 \ lc' } 8 K'LF30 WLF15 6.47 acres 9 MHW o I 23 i , ' 21 �\ ,�, ,D; wLF V, 7 � 1 F ''�` 160,321 S.F CONTIGUOU ,_;. .WL 19 WLF22 G F29 F38�- �, 4� WLF14 WLF17 WLF21 WLF24 WLF WLF2 '??. G'. �,. I o UPLAND AREA r - �� �5 �I /� '�; ,,� < 1.r C �.� '''` z,. r WLF WLF30 116,883 S.F. TOW WLF37 H�+ w2o wLF 1 wt /� �' WLF30 � WLF13 r V&F20 e f � _ ��TY1IEETLAND AREA "�,'NOTES• 404 -`= ; 2 ?G G� •'�� N10'S2'S1"E Z ;,� l l-= - - ' _ 4tF2 :.n- ? . 4 .W1 F31 L E C-LT �1 . - - ,'�'. 01 103.67 FRONT �+k i 1. , LOCUS PROPERTY IS SHf1WN AS LOTS 5-1, 5-2 AND 5-3 ON TOWN \ Z �� It �iVl'F30 500 / 154.88 �' 'I �� - - 3,O 4 � � \ ,. / 'F32 JLF36 /. r> A AND CONTAINS 1,300,378 S.F. OR 29.85 rn 4. <?4.� �h. 7� ,�� 6 WLF12 � Y � �,��- D �.r. �- - -` � \�O 2�. ,;� � O; _ � .3 3 J ASSESSORS MAP N0. 3 �L . , �; / ; (- c ACRES TOTAL. �rn ��, MHK7g F403 6. I g�' _ �,- SINGLE FAMI `'`•-- _ �t...;f �0O WLF33 �� - _ � FROM A PLAN 'u'� VVL �. _ - �` t °' _wELtiri �^ - _ \ WLF35 �- ��� I? - iTIONS SHOWN HEREON WERE COMPILED 0 t N_ �, '� WLFI l _ o- tT1 o BDR p EXISTING COND 1�� / 2. ,! :� 5 0'`i-T O.F s36.0 \ » \�ZON - - �l PROPOSED ,t » ARED FOR JOSEPH S. AND LILLIAN G. �� 1 J' 05 5 G % ' / y ry -' ,�/ F N -g=g ti E • F- SINGLE FAMIL ` ENTITLED PRELIMINARY PLAN PREP-F401 0WLF1� ^/ ; . `'t �,;,. _ t ' t3 �t1E� , - - 43` �• `v..4.. ,_ ... _34 a r r _ / ; 4 BDR DWEL�ANG / • KZ '�, 1 N p O t cp T.O.F. 4 0 O� ROMANIK" BY DANSON `,►URVEYING AND ENGINEERING, DATED 3/3/94. < �.G _ _ MH . 4 � 2� F303 r� %� \ " ��}�, }f \ o� 9- M ! ` ` `---'"` -., _BSMT JUL 0 9 2003 3. PROPERTY LINES AS SHOWN HEREON ARE BASED UPON A PLAN ENTITLED W1 g K n C. r F30 � q� o / /. ; ,! �� � � � �p '', �, .� � _ ,...,- P O \ REQUIRED PLAN .FOR ASSESSOR MAP 34, LOT 5" �t 24 =,� F�2 � .Y . , ; � � ; . :' �� .� � , , . %, �• � ,:�„ � <F, �'/ \ � � � �5 � ' � �. t _ - p9' - �,.. z� - �r+oMATe -z,� N �I "APPROVAL NOT __. - _ _ MHVl'!730 to 0�j WLF9 �` i ��'' /'-/' `, -' , 0 '•hi \`"�_ 'as►'"°E�,+T�"�ILF106 BY ATLANTIC DESIGN ENGINEERS, LLC DATED 1 /30/03. _ F 0 c N - �a ` ^ - �86 Tar l �, y _.. �. F a . FOR A PORTION OF _,. f; ^� r.7�r v, \ r - /I \ - X eu 4. ORIGIN -0F BEARINGS IS THE 1925 COUNTY LAYOUT' ' •4 ?F'X zoo ., � 5 W> ? M 8 ~ `�, '� ' �� �. ' s '' '' ��.� �`j(Z0.34 r t r - RUSSELLS MILLS ROAD. H 6 <�. 6 � HWg WLF _ _ , s - came OR FLOOD ZONE IS RM 5 SHOWN AN FIRM PANEL NO. 250051 ^� MNKryO / �' �"� _ 5: ORIGIN OF ELEVATIONS F l - ��� 107 S) ` ? ` ` ' Jr N79'00'14"Y! _ s et' f �`� IF�j� WLF1 _ _ , 0020 `C, REVISED 07/03/85, AND IS DESCRIBED AS A CHISELED � W1 z A. �. - 2 � . � . �WLF7 � •� 116.57' , . �� N/F S 38'39'00" W wa,� SQUARE SET ON A 1 FOOT GRANITE GATE POST, ' THE EASTERNMOST OF �69 �•�>>i T - 114-31-1 ' 1N FRONT OF THE APPONAGANSETT MEETING HOUSE, LOCATED 27 6 Op �"' 05 174.80 1 �, s??;`__.. __._- ---.______ _ WLF1 .g 6 2 S- ?.3.c1WLF6 • �' �" MOTHA MARY ET AL \s �3 !; -� - A CENTERLINE; ELEVATION =32.97 O 101 FEET SOUTH OF RUSSELLS MILLS ROAD C O MHVV7 � O J. .� 6 • SEE NOTE 10 i t r' WL •O j � F109 •32. `r NGVD OF 1929 " \60 6, PROPERTY LIES WITHIN FLOOD ZONES A AND C PER FIRM PANEL NO. fh �N/T- to v;� WLFS p� 5 ��S 10'39 00 W N/F " �, s �\ �0 y �, r. S41'2 '10'W/�� 3G. 4 D 07 03 85. - •� /60 \ �_ 85.40 - - 1 S60 09 00 W `�\. 0 ' 250051 0020 _ C, REVISE / / ° _ ,�O 5°� 114 32 1 iv 45.04 F110 W1-F112 IN DELINEATION WAS PERFORMED 8Y LEC ENVIRONMENTAL CONSULTANTS _-- "'' cA _ ' 622.00' f •boo. >` ,ti WLF118 , 7. WETLAND LINE r? z O "° eunnx+cs \ j,�` , 60' ` _�1v1QTHA, MARY ET AL-� /� �.t ATED BY ADE, LLC IN OCTOBER 2002 THROUGH JANUARY 2003. � - \WLF4 "5 ' AND FIELD SURVEY LOC (� SE E- N QTE 1.0� zoo chn s 1 _'� . " _ WLF 1 3 t , _ 3 Lj X 31, 7 i N F N' tr WLFa 13 WLF114 WLFI I; t 8. FLOOD' ZONE A (EL= 30.00) BOUNDARY IS BASED UPON AN ON THE �3j H �F , X - DESIGN ENGINEERS, LLC IN 6 =` ` 114-30 - GROUND FIELD SURVEY BY ATLANTIC_ , r eti � �4.� ' wLF3, � N /F , 11 � -_ - / � �. j '' ' � 'r�1 '` � .., �S'Y �. ?;� �WL•�1 S4i 3�. GAWK NOVEMBER 2002. HW CORREIA, \ MELLO MANUEL - , ` 1 6 �� It 114 - 31 r / r \WLF115. ,PROPERTY IS ZONED "SR-B" PER TOWN OF DARTMOUTH ZONING MAP Rr) 'L`! 2' I RONALD D. IRENE MELLO / Z ' 9, PRO 9 g3 R,4 � �, VIERA, JOSEPH _ , % �� `w `4�8T50"GV' ' �• . REVISED 3/23/99. t'Hp� w/ 46'3 L D.7 ' I LIFE E REST EST. ,\-, . - < G0.00'-~' R=30.00' MAP 114 AS SHOWN 10. ABUTTING PARCELS 30--1, 31-1 AND 32-1, = B �5 < - 1042 90' '- � RG` ass 8 45 ° w ° � . ALSO APPEAR ON MAP 34 AS LOTS 5-1, ASSESSED TO MARIA F. "' -S33'36' 0" - �- L 57 6lo 1 32' 1 �. w r4 1N j � .� <? 1 110*0'0" GARCIA. ABUTTING OWNCRS LISTED ARE PER TOWN OF DARTMOUTH 4 - S s>'9283' �1h`L�� MILLS ROAD PUBLIC VAR. WIDTH _... h --: © . �:,.�,.0 _ ASSESSOR RECORDS. 6 s „ �O 6 RUSSELLS _ - .... ..... ..... . 11. SEWER AND WATER LINE INFORMATION SHOWN HEREON IS BASED UPON > °- ' ' ��} r '� TOWN CIS AND PUBLIC RECORDS AND IS NOT BASED UPON A FIELD 3F 50•QQ•% SURVEY. ATLANTIC DESIGN ENGINEERS. LLC . MAKES NO WARRANTY AS ' " bs, Ex. INv (12" RCP) N48'3T50"W TO ACCURACY OR COMPLETENESS. T zoo N/F <`:� = 32:51 4 4' W 30.00' ° 12. -"ATTENTION: THE WORK PROPOSED ON THIS PLAN IS ALLOWED BY AN 'UM AREA 114-30-1 _,b � 93.88' S41022'10"W ' ORDER OF CONDITIONS AND WETLAND PERMIT ISSUED BY THE DARTMOUTH SILVA, VENTURA B. •. 103.67' CONSERVATION COMMIS`110N -WHICH INCLUDES STRICT CONDITIONS AND REQUIREMENTS. SEE NOTE 10 Ek. r' SIDEINA; NO WORK IS TO PROCEI-D UNTIL THE CONTRACTOR HAS REVIEWED THE ORDER OF '. S= CONDITIONS AND AGREED TO ABIDE BY ALL CONDITIONS THEREIN, AND VERIFIED THAT THE PLAN"REVISION DATES SPECIFIED ON THE ORDER OF CONDITIONS MATCH THE ' DRAWINGS SUPPLIED 'TO THE CONTRACTOR FOR CONSTRUCTION." y 13. PROPERTY IS LOCATED WITHIN TOWN OF DARTMOUTH AQUIFER PROTECTION DISTRICT ZONE 3. ,ass-. zf FOR PERMIT HA, FILE 2283SITE-R2 J. Designed by Sheet of SCALE PREPARED FOR SITE PLAN Drawn by : _ F i JOSEPH ROIMANIK FOR 1 2 Checked by : ESTATE LOTS 1 2 AND .� � s t � 2 MJ 7 08/03 PER BUILDING DEPART cNT C O ATTRNY. ART'--4UR FRA � , DESIGN ENGINEERS, L.L.C. 'r' / / Surveychk. b D 40 80 i60 ' . p� 1 SRS 5/27/03 PER D.P.V'1. JOB NUMBER y 10 PURCHASE STREET RUSSELLS MILLS ROAD, N. DARTMOUTH, MA h P. -Box 1051, Sandwich, MA '02563 (508) 888 9282 Approved b - .__a.: DTE NO. BY DATE REVISION FALL RIVER, MASSACH'LJSETTS 02720 APRIL 8 2003 2283.02 r _ , R��,rili-s McU.S OJ LF PROPOSED TREELINE •' ;r , LOCUS MAP NOT 10 SCALE •� PROPOSED .OVERHEAD UTILITY POLE / MHW3 t p F426V 1 WO - PROPOSED "ENVIRONMENT ONE GRINDER PUMP DESIGN BY MANUFACTURER f Mn BUILDING PERMIT SHALL BE ISSUED FOR LOTS 1 ( ) a ,9%� R HW36 WLF42270.s� �'*/4 FU PROPOSED LOW PRESSURE FORCE MAIN DESIGN BY MANUFACTURER JE < 4. G 7 •( 1j H W34Ilk- 4*' as w PROPOSED WATER SERVICE !� 's. t f t� 24 ' 1 " �`MH kF421 / 7 \FL X '� RAT �� W / ; , 16 l COVERAGE TABLE BUILDING IMPERVIOUS LOT 1 0.86 % 1.50 % LOT 2 1.19 % 4.51 % LOT 3 0.69 % 1.24 % . , ,.. ...:.r=..a,....+1..mx'...w•..nASr.R;A's-.-... .�-. �..,Sx......�.....+.,.._.;>;'�..^trn,u.-.^+�:wm,--�.;.•_•_•---; .. '- � � - 100' `fti�?� •r Xr M� J J. - BUFFER ZONE,. - ti � �, ����,-� �— -`,�-.``W\-F3 DISTURB . 15 NO — "2 E ZON PROPOSED EROSION DISTURBki .! ` \ CONTROL BARRIER ZONE ��ti,, rJ -__ — •�: _ _ \ �o 32 AT LIMIT OF WORK PROPOSEDW�F `? TYP.) LOCUS MAP ,may, SINGLE FAM 4"'~ -- a...'�1 \ \ F , LO G �- NOT TO SCALE \ \ 0 4 : BDR D L.� / ,�►r O WELLING e - � 3 10 FIT SM SLAB ' 5 _ 58 0 VALVE», t / ;<.• : r.:_ ,, ,E" pP � G � NO •WORK WITHIN FLOOD _ �'i/ __ `�� -'S pR F \N 1 �; 7 '' 30 D MMON ,� +•.� ,�. ! r `)r�'� \-\- '`',. CURB �`.-' .� *� _......_ �, �_�. / ZOhIE A - EL.=30 TYP 60 f DRIVEW AC �"�`'` .., _ _ ;'- ,�` ?'; a y, �• S\�G �� 25• 0 30.0' STOP r "� , y a� GP 1 •} ., ,. �28• » j VIP i0oi—_ UTILITY E MENT .• : _( ) a ` / M ;' -- _ '#Q., y BUFFER v' 0 0 - _ APPROXIMATE , ZONE_ 1, - > t 1 FM A 0, . ,.- _ _ EWE $y �.,�° \ .� 0 4 S c � 4 WIDE SEWER r EASEMENT -; ,{1Y.1/ r,, FN` r i` '� 3 s F - - , 'o J / I� A ,.. .. / 6S _4 _ 1 36 ., ✓ �' .•_.,, _ .. �r,,'` ,./ •r ; - ' J 4� AL CU RB BALL C STORVE � _ - --URB �t 10 MIN. HORIZONTAL STOP s1. .. SEPARATION BETWEEN 41rY 0� .i \\ WATER AND SEWER (TYP) .� G GRASSED / r i N /F PROPOSED MUELLER A� 114-31-1 - SHOU DER BOTH / 2�" FLUSH TYPE 7— — f, MOTHA MARY ET ALHYDRANT+SID (TYP.) i — ` FIR SEE NOTE 10 ' \ /" 10' WIDE GRAVEL % PRIVATE DRIVEWAY _' - /CC p /F1pg V�- \ 16 WIDE - 2:1 .i1, r i ' GRAVEL S RIP -RAP N/F COMMON SLOPE PROPOSED 114- 32-1 DRIVEWAY � NO BUILDINGS �11p HEADWALL MOTHA, MARY ET AL OR STRUCTURES W/RIP—RAP SEE NOTE 10 200' RESTRICTED AREA _ „� APRON -BOTH SIDES � F1 EXISTING 1 Y2 j �13 LIPS FORCE MAIN - -. _ �"'� F11 1A 1 a W�•-F _ f 18" VERTICAL SEPARATION _ N FSEWER �-- WITH WATER ABOVE . F �. 32 L 'Lx 114- 32 (TYP. AT ALL CROSSINGS) PROPOSED UTILITY POLI` i} i MELLO, MANUEL .. LOCATION TO BE DETERMINED IRENE MELLO `0 BY ,EL4 PTRI Y 1 / a THREE PROPOSED LOW PRESSURE SEWER = C COMPANY . 2b' , "� l LIFE INTEREST EST SYSTEMS BY ENVIRONMENT ONE CORP. (ONE rsti `� _❑ GRINDER PUMP AND FORCE MAIN PER DWELLING) D<<'. i-ARE DRIVEWAY Tk)'20• WIDE - - 8 ` H xI' • ENVIRONMENT- PAVED 20 ONE GRINDER PUMP _. .0 37x � •' ` .. - DESIGN BY MANUFACTURER Finish Grade - Slope away from unit, grade to within 1" below ' bottom edge of lid to allow ventilation. 1r APRON Cap Marked "SEWER" sf_11.i TIE THREE PROPOSED 11" LOW _ , 1 - _ • x..� • , pt•IE , PRESSURE FORCE MAINS INTO _.. EXISTING SEWER MANHOLE.... • ... ........................ _ .. ......... . �.er . ......O Q EXISTING 0 -• " 1 / threaded d r Fitting) female �Mft ur B AREA TO REMAIN1 2" eaded female x 1 1/4" C b ox4" SCH 40 Gravity (Re uce i •ng) SM H EXISTING SETTLING _ 0 Sewer from House (pipe to be inserted " ( ) SAWCUT AND MATCH 1 1 4 THREADED x FEMALE P.V.C. 1 1/2 Ball Valve Curb Stop EX. INV 12" RCP into pump chamber / (Mueller H-10284 or equal) 32.51 TO REMAIN EXISTING rubber seal to a 90' BEND BUILDING DEPARTMENT R=2o PAVEMENT.REhrwE depth of 3 '1 /2" Max.) 1 1 /4" SCH 40 P.V.C. EXISTING SLOFf-D GRANITE SECURELY ATTACH 1Ya" CURBING AND PROVIDE 4' PVC TO MANHOLE WITH REMOVABLE EX. MAILBOX TRANSITION SECTIONS STAINLESS STEEL TO BE RELOCATED EACH SIDE OF DRIVE. Lifting Eyes 1 1/4"x12" Lg. Pc. SCH 40 CLAMPS. TAP INTO EXISTING 12" TRANSITE (Precast Only) MORTAR WATERMAIN PER DPW REQUIREMENTS.BACK Enviromental One Check Valve OPENING ILL AND . _ FILL TRENCH WITH PLOWABLE F (Flow arrow to main/this side up on top) RESTORE PAVEMENT PER DPW REQUIREMENTS NOTES: its .: ' • Poured concrete anchor (1 Cu. Yd. Min.) 90e BEND ANGLED TO 1. Do not drop, roll, or lay unit on side. p'' "Ootley label) _ `.-�'"- (F ill unit with water to bottom of inlet prior to pouring) DIRECT w C L 2. 'Only, use (Dark green • , Note; Concrete may be precast -Install steel lifting eyes DOWNGRADIENT all viweother-` P.V.C: cement at all pipe :joints and fittings. 1 All P.V.C. SCH' 40 pipe -and fittings must - , • t have a mininum pressure rating of 370 /�.s.i. with a cell class of 12454-8 ,•' • s" ° a° OQD Op.�D�ao.�OOOQ ° ° O D O °OQOeOoepOOQOeOoeeO O OOD °e�c°D°o°�°eae°a°e°° D °D°e°D°ea °e°eaGeoaea Do.aD a°eoa°DoeaDeeo:a b eo °o°°°o°D°o°°°000 Doev0000e o oDe eoo o as D000Deoeveavo:e°°ice•°ono° ENVIRONMENT ONE PUMP CONNECTION DETAIL w ; 1 /2", Crushed ` Stone level base Designed by . SCALE `® Drawn by a ' DESIGN - INFERS ENGINEERS, L.L.C. Checked by .x _ SCALE 1 40 0 10 20 40 80 Survey chk. by ` P.O:` Box 1051, ,San'dwich, MA :.02563 (508) 888 — 9282 Approved by DATE N "FOR PERMIT" Esc y FILE :2283StTE-R2 PREPARED FOR SITE PLAN Sheet of N _ 37,* JOSEPH ROMANIK FOR 2 2 E . _ 2 MJ 7/08/03 PER BUILDING DEPARTMENT C/O ATTRNY.. ARTHUR FRANK ESTATE LOTS 1, 2 AND 3 J06 NUMBER Grf 1 SRS 5/27/03 PER D.P.W. 10 PURCHAS_ " STREET RUSSELLS MILLS ROAD N. DARTMOUTH, MA 2253.02 NO. BY DATE REVISION FALL RIVER, MASSACHUSETTS 02720 APRIL 8, 2003 m1iIIIIIIIIII!ffl in TOP OF FRAME HEIGHT i i-. TOP OF WINDOW (R,O,) OP OF SECOND FLOOR OP OF FRAME HEIGHT OF, OF WINDOW (R.O,) TOP OF FIRST FLOOR TOP OF FOUNDATION WALL CONTINUOUS R106E 'LENT T-- i 1 T' I I I I - i �.. _ , ...... :.._ . ASPHALT ROOF SEAMLESS GUTTERS 4 DOU ON IXe FASCIA I SOARD DEGORATIvE 6HUTTER6— INb CORNER TRIM VINYL SIDING AND TRIM NOTE! ALL WINDCWS MANUFACTURED ISY HORNER MILLWORK. COMPANY VERIFY ROUGH OPENNG SIZES, EGRESS RE4nUIRE`TENT6, AND TEMPERED GLASS RF=IREMENTS PRIOR TO CONSTRUCTION ALL WINDCWS AND DOOR HEADERS TO ME n)-2AO T UMMER TWO GRADE LUMI°ER WITH 1,211 PLYWOOD PLATE, uNLESS OTHERWISE NOTED. NaTE. ALL NECESSARY' ENGINEERING DATA TO ME SUPPLIED 19Y CONTRACTOR. ALL PREFAIBRICATED STRUCTURAL t^EMISERS (FLOOR TRUSSES, LVL SUPPORT F EAMS, ROCF TRJS6£8) TO 15E ENGINEERED 15T MANUFACTURER. ❑-EXPOSED CONCRETE GRADE `ONlalNNlallVO.. . a»raav�waaaaexvrxvsaas► aN►raaa►vava�avaaaea�cwaaa�v, vcvcv►vr» va�►vra» v nnwa► aoaaaeaNeaee�a A=, vex�e ravaaeaavara�aaeexm�o�ara.�toraa► aa�meascw�aoiea«�aeww a 1 810 Y S/O GdRACsE DOOR 8/0 X 810 GARAGE DOOR 0 VERIFY 1 1 1 I 1 PRECAST CONCRETE PLATFORM AND STAIRS I 1 EXPOSED. CONCRETE----------------------------------------------------------------------- 1 1 FOUNDATION (51=LOW 6RADFJ I I 1 1 1 1 1 1 TOP OF EIASEMENT SLAB 4.1 CTOP OF FRAME HEIGHT .� TOP OF WINDOW (R,O.) TOP OF SECOND FLOOR TOP OF FRAME HEIGHT (R,O,) LOOR TOP OF FOUNDATION WALL TOP OF IBA6EMENT 6LA5 ASPHALT ROOF SHINGL' SEAMLESS GUTTERS 4 C ON IX6 FASCIA WARD IY(o CORNER VINYL SIDING AND FILF COPY TOP OF DIMTH. OUTH EW'= PAM A Copy Th§� End nmmd plan p11r-t C4a KID t On Site Owl � � an YOUR DPAWM MUST BE KEPT AT THE BUILDING DURING THE PROGRESS OF THIS WORK. QUILDtNG DEPARTMENT Tom Of Daril* V^L s0NO-TUPSE SIZE AND DEPTH IN8PE0TION IS REQUIRED BEFOOlt- THE CONCRETE IS POURED, WILDING DEPARTMEt4T ,.rmm of Uertmou^4 TION (BELOLU 611 IR blue +I�iiqu rtEW-i1)IRa_ � penetrations thru rated walls and floors shhaH sealed with a material Gang a !e of preventing ih, passage of flames and hot gasses when subject to the requireme-nts of the Test Standard �� lo, Ftc S AZ51 FA-E-314. '— ---- i ! --- V A (0) N L-----L-------------------------------------------------------------------------------------------------------------------1 �. SCALE: 1/4" : V-011 An As Built Survey 1r•ust b,- isubm, itted to the i,uildir28 I)ept. prior to calliaig for a foundation inspection or any further construction, T ROOF SHINGLES SEAMLESS GUTTERS 4 DOWNSPOUTS ON 0e8 FASCIA BOARD DA/J7-/W0U'rft& DIS*Vwft.— �/ Cji T 1X6 CORNER TRIM - - SIDING AND TRIM EXPOSED CONCRETE `- — t ; i ; : 1 ; + I -I -I . r : I .1 ., 1 GRADE vpxt►►aNayaxa�avewvtvw►rawamaet►aaax�tvea►►aetv►aaarexm �xa►ace►rx�►vuttt�aatmaaavtaevc�►�xwrexaa►aaax�►aeaverex»axxavt�►>aac�xvta►at�xxevN+raac�e��►vaxwaaa�asaxvaae�xwaea�avwuax�► vra► aca�aora►nca►vtVaw.�c�wtaa..+►r+.aiv�ave �aveairca�nwwi�x�►rclw na�►aaNavwea�aauxaeva�eoa►ew aNwvaaa�aae�a► v�ac�a ae�a�►aeawneaaaerawv�xaautiaaavavavoaerc�►aaa�a�eaa 1 1 BA6EMENT 1 1 1 VERIFY FOUNDATION (ESELOW GRADE) i ACCESS DOOR 1` 1 I I 1 1 1 1 1 1 1 OBED CONCRETE 1 1 1 1 1 1 rL----------------------------------------------------------------------- 1 L------------------------------------------------------------------------'1 ! ; ,'1 1 FOUNDATIONlBELOW GRADE) ELEVAT a 1 I rL-------------------------------------------------------- 1 SCALE: 1/4" = V-011 C THESE PLANS ARE FOR THE CON6T?UCT'ON OF ONE EUILDIN6 lj CNL1( AND ARE NOT TO ISE COPI£Ij IN ANY FORM WITHOUT THE !r EXPRESS URITTEN PERMISSION OF r&CRNERSTONE y DMIGN/MUILD SERVICES, INC. A_Tt!OUGH A LOT OF CARE HAS GONE INTO THE PREPARATION OF VIE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, 'T IS THE RE6PONVeILIT r OF THE CONTRACTOR TO CHECK THE DRAyiINGS FOR ERRORS OR CM188IONS AND TO ADAPT THE -I Ta ANY SITE CONDIT'ONS, WRITTEN DIMTISIONS Al-WA-1-6 I-AVt PRECEDENCE OVER SCALED DIMEN810NS. THE GENERAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUREMENTS, EUT SHALL VER FT AT THE SITE ALL LEVELS AND MEASUREMENTS NECESSARY F,)R COMPLETE FAISRICATION, ASSEMFsL'r AND INSTALLATION 0= f 19 OR HER WORK, MINOR D-TAILS OF THE WCRK NOT 8PECyCALLY SHOWN ON THE DRAWINGS SHALL ISE ASCERTAINED ICY THE CONTRACTOR AT THE SITE OF THE WORK., AND SHALL n6 ACCOMPLISHED 9'1' HIM WITH THE INTENT OF -HIS PROJECT. REVISIONS NO, DATE EsY CHANGE ') tIQL LL Ul V LU Q w QL z 1U- !L) 7 OC I(- A - a 163 GRAND ARMY HIGHLUAY SWANSEA, MASSACHUSETTS 02111 �F. TEL - (508)-619-2600 e®° FAX °°° -, COR'NERS""ONE DESIGN/BUILD SSERVICES, INC. SHEET TITLE: rvkyo-m ELEVA-1 r' DRAWN BY: M. POTOCKI REVIEWED BY: CSTONE PROJECT ": 00196 DATE: OS MAY 00 SCALE: 1/411 11-011 DRAWING NO, a SHEET 1 OF h a�,a wan Cal , a i to m CD I Top of FRAME HEIGHT \p, TOP OF WINDOW (R.O.) 19 Top OF SECOND FLOOR Top of FRAME HEIGHT Top OF WINDOW (P.O.) i 7I Top of FIR6T FLOOR Top of FOUNDATION WALL 1' TOP OF BASEMENT 81-AB rpti 'ioP OF FikAr'IE HEIGHT TO�P OF WINDOW (R.O.J Top of SECOND FLooR Top of FRAME HEIGHT Top OF WINDOW ((R.O.J Top OF FIRST FLOOR Top OF FOUNDATION WALL - Top_ OF BASEMENT SLAB EXTERIOR WOOD DECK (PROVIDE FAILING IF TOP OF p1=CK ELEVATION EXCEEDS 30" ATBovE GRADE) I IBASEMENT ACCESS CHIMNEY FOR GAB FIREPLACE AND FURNACE v VDH2d24 .. _.. _.. _... . _. . _. pL TFOI-M AND STAIRS tsatt( rM�ernxRrrem�z�.��...n..�nQ........................................ ------- .. _ ' ' 1 1 I 1 i XPOBED CONCRETE 1 1 1 I 1 1 I j I I FOUNDATION !BELOW GRADE) 1 1 I 1 I 1 I I I I 1 1 I 1 1 I I I I I I 1 I ------------�1 ' -------------I----------------------------I----------------t--------- -------- r----------------- 1 I 1 1 _—_---------J-------- ----J--------- ---'' L-------------------•--L--------------------------.------- —_--—_—_------ C3RADE VERIFY NOTE: ALL WINDCWS MANUFACTURED BY HORNER MILLWORK COMPANY VERIFY ROUGH CPENIN3 SITES, EGRESS REQUIREMENTS, AND TEMPERED GLASS REQUIREMENTS PRIOR TC CONSTRUCTION ALL WINDOWS AND DOOR HEADERS TC BE (2)-2x10 NUMBER TWO GRADE LUMBER WITH 1,2" PLYWOOD PLATE, UNLESS OTHERWISE NOTED. NOTE: ALL NECESSARY I`N3INEERINS DATA TO BE SUPPLIED BY CONTRACTOR. ALL PREFABRICATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAMS, ROOF TRUSSES) TO BE ENGINEERED BY MANUFACTURER. if I c"o) L4 EF T L 11=5mm " 1 A N eCAi-E: 114" m 11-011 FIRE STOPPING REQUIREMENT Penetrations thru rated walls and floors shall be sealed with a niateriul ca Pable of preventing the Passage of fl mes and hot gasses When subjected to the requirement; of the Test Standard roc for Fire Stops ASTMI-E-814. &ONO-TUEE SIZE AND DEPTH INSPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED. PILECOPI"YovinIq�;ILDING � "� STEP FLASHING (SRADE .IAVNNP.WVPAAWAIQ. V1�1\lC.`Gt�AVh`i.`ONi.`I.Vl1A`ONNAVf2Ci �7AW.a '+ �Sf2T.`F�`,T\`LVLiC1Cn�'\0.`QND.V.W�LO..�`n'AV.vu\`itch\\V\17.`its\\A\\\A`iA\\:\`N\\\W.\`NBC.VhKi`:NNAVV�.\`M`Y\`��\`W.Vl�`N.\�`2�70.`!�M`l17t72.Vl1VCAWW.`Q.\�NAY.W.�K 7N�,l�iM\h`f.�ti�1A'KVn`A`CN�A�1�'f.`OC�k0.O 1 VERIFY 1 � 1 I � I I 1 EXPOSED CONCRETE----------------------------------------------------------------------- i 1 I � i 1 1 FOUNDATION(SELOW GRADE) I L------------------------------------------------------------------------t� 1 1 1 1 1 1 1 1 1 t 1 1 ' ----------------------------------------- -, ------------------------------ EXTERIOR WOOD DECK (PROVIDE RAILING IF TOP OF DECK ELEVATION EXCEEDS 30' A15OVE GRADE) YOUR DRAWING MUST BE KEPT AT THE BUILDING DURING THE PROGRESS OF THS WORK NOTICE MLDLNG DEF'A M4X-NT T-P'A[t of An As ?lt S�•.rvey zr.st be submitted to the Bvildin$ $4 ` .� O - H Dept. prior to cal$in<y for li a foundation inspection or A D'��'�' Ti�i� isndezrsd t any further construction. plan go Kept 01 Site ; c .r i':y111 "4-c•.: E T T —' V R"'- .Fx r .iax :.le, uBr,x+ i DtttiTel t' 6; a THCSC f'LANQ ARC FOR 1-WC C.CNCTRUCTION OF ."t•1C OUILDINcb C\1LY AND ARE NOT TC BE COPI D IN ANr FORI-1 WITHOUT THE EXPRESS WRITTEN PER`116SION & CORNERSTONE DESIGNMUILD SERVICES, INC. A THOU:SP A LOT OF CARE HAS GONE INTO THE PREPARATION CF THE DRAWINGS TO ENSURE TWAT THEY ARE ERROR FREE, IT''15 THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DOW NGS FOR ERRORS OR CMISSIONS AND TO ADAPT THEM 70 ANY SITE CONDITIONS, WRITTEN DIM=NSION9 ALWAYS 1-A%rE PRECEDENCE OVER SCALED SCALED DIMENSIONS. THE GENERAL CONTRACTOR SHALL NOT SCAL= DRAWINGS =OR MEASUREMENTS, BUT SHALL vERIFT AT THE SITE ALL LEVELS AND MEASUREMENTS NECESSARY FOR COMPLETE FABRICATION, ASSEMBLY AND INSTALLATION OF HIS OR HER WORK, M+.OR DETAILS OF THE WCRK NOT SPE=IFICALLY SHOWN ON THE DRAWINGS SHALL BE ASCERTAINF✓ BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE ACCOMPLISHED BY HIM WITH THE INTENT CF THIS PROJECT-, IRF-VI81ONS NO. D.AtE BY CHANGE II.L Uj Uj z 163 BRAND AR11Y HIGHWAY SLUANSF'+ MASSACHUSETTS 7one TFL CORNERS DESIGN/BUILD SERVICES, INC. "-' DRAWN SY: M, pol,cclKI ' MURK, N � Vor 1REvIEWED EiY: C—STONE PROJECT ` - 00le DATE- 08 MAY 00 SCALE= 114" II-0" DRAWING NO, SCALE.- 114" = 11-0 11 SWEET 2 — OF 6 ALL WINbC11.16 MANUFACTURED BY HORNER MILLWORK. COMPANY VERIFY ROUGH OPEN NG SIZE6, EGRESS REQUIRE'1E4T6, AND TEMPERED GLASS REQUIREMENTS PRIOR TO CON8TFRUCTION ALL WINDCWS AND DOOR HEADERS TO ME m-2vio NUMHER TWO GRADE LUMBER WITH 112" PLYWOOD PLATE, UNLESS OTHERWISE NOTED, NOTE: ALL NECE66AR'1' EN6INEERING DATA To PE SUPPLIED Rl" CONTRACTOR, ALL PREFALSRICATEU 6TRUCTURAL MEMBERS (FLOOR 7RU66ES, LVL SUPPORT BEAMS, ROOF TRJSSE6) TO BE ENGINEERED By MANUFACTURER, 11 11 I1 II II II do II II II rb4'-b" I, i, 11 II II �'-b" �'-D" I Q,' b" 1' p' it -- --- - -- --- ------ - - II - - - - - - - -- (S)-2XI2 P.T. WOOD 11 I SUPPORT PEAM " FIRE STOPPING REQUIREMENT Penetrations thru rated wags and floors shad be " X 6" P.T. WoOD I I sealed with a material capable of preventing ths, 8111PORT POST I (IF REQUIFRED) j' passage of flames and hot gasses when subjected to the requirements of the Test Standard ciic I 11 for Fire Stops ASTM-E-814. III 12-DIA. X 48" CONCRETE II I� 1- f-- —OUTLINE OF P08T FOOTING II DECK ABOVE SOLO-TUFE SIZE AND DEPTH ---------------- 1 I v II INSPECTION Is REQUIRED BEFORE I r _ _ _ _ _ _ _ _ _ _, T--r�ouGH wooD I 11 Q THE CO�:CRETE IS POURED. 1 I I STAIRS I r U II WILDING DEPARTMENT 1 O II OPENING FOR A ISILCO I 1 81ZE "C" WITH 12" EXTEN ION 70p OF WALL TO MAINTAIN II1I Ii I1I LEV N CHANGE 8" A50VE FINISH GRAD AT FOOTING II II 1 1 I I II I I I I II I I AT TTHE ' MUST BE KEPT ----� 1 �_ -,^$II x �_ro"- BUILDINGI----------------------------------------------------,-------------- - FiOGRE DURING THE ------- -------- -------------------------------------------------------- - --------------------------- ___-- I 8itll.DllVG DEPARTMENT ----- ---------- ---------------- --------------------------------------------------- ----- 1 ------ I I 1 1 fln BASEMENT I I I I Iln df* Q24T¢i?4Q'.11;'7 BEAM fill WINDOW 6 1 I I I (III I I I 1 POGKE Iln MASEM NT I 1 II° I I 8' CONCRETE FOUNDATION WALL I I I I nu d) ' ' TOP OF WALL EL. - 10D,OD' INSULATED STEEL DOO d" CONCRETE FLOOR SLAB c~D 1 I I I Iln � WITH FLUSH (2J-2XI2 NEADEB WITH 6ML POLY VAPOR BARRIER � Iln � ,a�4 I,E ��gg�� OVER 3/4 6TONE MASE lL/ 1 , 1 , T011111 ®1 Q�ABT; :0UTH 1 i aiu-- TOP OF 8LA15 EL. • 92.50' Q U ; ; 10" X 20" CONCRETE FOOTINs (KEYED) ���� � � c fill O I I BOTTOM OF FOOTING EL. • 91.33' ' I A r zn- �, � K l�s� n�F= � 1 I I I ll- U I 1 I I lr 1 1 G, 1111 , ri Qd Plan 1�3->,- 4. 1i tl��`.w�+ Site 1 1 1 + 1 I I I I A ;"'� RAM ��` f 1 2X10 FLOOr� J016T8 I Ilu 3-I/2" CONCRETE FILLED ' ' 1 1 13 q I 1 a " °I L--_T;ri_-� LALLY COLUMN WITH i i Li.{ • �1}I��'i.��j l� O.G. I I I I /mod 1 I iiii 12" X 30" X 3b' CONCRETE 1 I I I (,�AV f 1 uu FOOTING (TYPICAL) ' 1 I 1 - I I iiii I I I I 1 1 I111 ' I TWO CAR p /� /� I I n I I iiii BEAM i I WO �. AR G ATRAGE fill POG 1 ET -I,_p^ 2�_ I i d" CONCRETE FLOOR SLAB I I Iz- W r------� r------� WITW 6" X e6" W.W.M. XI , , fin , , , I I I I / 1 OVER COMPACTED GRAVEL 1 I FILE COPY 1 1 , iiii 1 I I 1 1 1 1 OF8LAB EL.-98.50' I I ____________ I I Q p al T I 11Q , g I L------ J L--- ---- L------ J I I I I 1 I 1 I I I I I 3)-2XI2 WOOD I 1 I I _ _ I SUPPORT BEAM ( 1 I I I I I 1 � FOOTINGCE -J9 3-5 I 1 4 , , 1 CONY. OUCH WOOD I 1 1 I BAILING � I I I ,--- -, STAIRS � ; i I I II� N NOTICE I I LEVATION CHANGE 1 I I '� i / j AT FOOTING I , OPEN � -' An As Buii'r S�.�.rvey must be 0 1 / I RAIL a u submitted to the 13-odleling 6 LL O o " Dept. prior to caifing ffor ----------------------------------------------------------- X i i � U LL � CONCRETE FOUNDATION WALL ; t - - - - - - - - foundation ins eCtiori Or d � e '� O }- � � 7OP OF WALL EL. = 1bD.Od , ; ----------i--------------------------------------------------------- ' I I iiii �� - any further construction. 1 1 llll I 10° X 20" CONCRETE FOOTING ( ETED) 6 0 i -t 4 I I fill 1 ' BEAM E`_0_T TOMOF FOOTING EL. - 91.33' QPOCKET Ilu 41 3"e L—^_—_—__--^_^--P--- II1---'— ----------'--� — ------------------ -----I I L--------------------------------------------4L _==_ = = = = =___-_---------------------------------------------' I- II I 1 II � PROVIDE CONCRETE/" - II II I FOOTING FOR STAIRS I II II I I II 2'-9" 8'-6" 1 1'-6" b'-(o" 2•II-'9" -AP 3 " /" G -- - - - - - - - - 5 -x IIJJ lef JO -0 II II II D RTMOUTH Fl Rb- DISTRICT NO. 2. FOUN00c"­-ATION i�l�!ll�l � 1113 �Q,=T> FOUN;DATION NOTES: Al -I- KI-1--VVATIONS ARE FOR REFERENCE ONLY. ACTUAL E?LEVATIONS TO BE DETERMINED IN FIELD IBY ENGINEER. ACCESS HIOLES FOR WATER, 8EWER AND OTHER UTILITIES TO 15E COORDINATED. movvrE .ANCHOR BOLTS iv m,,o 1 EACH END AND 6'-0" D.G. ACTUAL FEINI6H GRADE TO BE DETERMINED ON SITE. IN8TALL BSA6EMENT DRAINAGE IN ACCORDANCE W/ ENGINEEW8 RECOMMENDATION. THE6E PLANS ARE FOR THE CONSTRUCTON OF ONE BUILDING CNO AND ARE NOT TO BE COPIED IN ANT FORM WITHOUT THE EiPRESS URITTEN PERM168ION OF CC?NER6TONE DESIGN/BUILD SERVICES, INC, A_THOLGH A LOT OF CARE HAS GONE INTO THE PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, 'T 16 TI4 - RE6PON61MILIT v OF THE CONTRACTOR TO CHECK THE DRAW'14,18 FOR ERRORS OR CM1661045 AND TO ADAPT THE`1 TO ANT 61TE CONDIT'ON6, WRITTEN DIMFNSION6 ALWAYS I,-AVE P?ECEDENCE OVER SCALED DIMEN6ION6. THE 6IFNEFRAL CONTRACTOR SHALL N6T SCALE DRAWINGS FOR MEASUREMENTS, PUT 8HALL VER FT AT THE SITE ALL LEVELS AND "EA&UREMENT6 NECESSARY FOR COMPLETE FAMR.ICATION, A66EM61_7' AND INSTALLATION O= HIS VR- HER WORK, MINOR DETAILS OF THE WORK NOT SPECIFI,^`M_LY BHCWN ON THE DRAWIN66 614ALL BE ASCERTAINED mi THE CONTRACTOR AT THE SITE OF THE WORK, AND 614ALL nit ACCOM' 06HED Bl' HIM MTH THE INTENT OF -HIS PROJECT. REV ISIOW- NO. DATE B'I' CHANGE Q� LL l!J z w Q z F-- uvi C A - a %3 GLAND ARMY HIGHWAY SWANSEA, M,A58AGHU5ETT6 02111 call TEL - !(508)-�19-25t70 Sam FAX all '-""0'r'1NERS1T'_""'NE u 111�. U DESIGN BUILD SERVICES, INC. SHEET TITLE: FOUNDATION "y"LAN DRAWN BY: M. �'OTOGICI REVIEWED BY: CaTONE PROJECT DATE: 00 MAY 00 SCALE: — 114° V-all DRAWING NO, SHEET 3 pr <Cer 11 I 1- -.1 Fbct� :RhF am � n, FT., � SCALE: 1/4" - 1'-0" G ARA6E a vn. FT. NOTES ALL WINDCWS MANUFACTURED BY HORNER MILLWORK. COMPANY VERIFl" FrOUGH OPEN NG 612E6, EGRESS RECUIRE"1ENTS, AND TEMPERED CLASS RF=IREMENT6 PRIOR TO CONSTRUCTION ALL WINDCWS AND DOOR HEADERS To SE (1)-2AO NUMMER TWO GRADE LUMBER WITH 1/2" PLYWOOD PLATE, UNLESS OTH£RWI6E NOTED. NOTE: ALL NECE68ARY ENGINEERING DATA TO ME SUPPLIED SY CONTRACTOR. ALL PREFABRICATEp STRUCTURAL MM-InERS (FLOOR TRU66ES, LVL SUPPORT 6EAM6, ROOF TRJ66ES) TO BE ENGINEERED BT MANUFACTURER. FIRE STOPPINQ hr-YV►D"w"- - otmtions thru rated wars and floors saf be PI sealed with a material cape"® of Preventing passage o Of flames and hat gasses when�su�bi c to tha requirements E$14 Test fog' Ftm Stc�pg AST 3�0 . I - E-1 N01-K,1C , An As Bosh SVVVC� 91,rust be submitted to the Building Dept. prior to calliraf for a foundation inspection or y further construction. soNo.TUzE sin AND DEPTH japECTtON IS REQUIRED BEF0F* THE CONCRETE Is POURED. BUILDING DEPARTMENT Tarn of Darin' laTt"11 YOUR DF LkWING L4UST BE KEPT AT THE BUILDING DURING THE PROGRESS OF THIS WORK. VAING DEPARTWXNT FILE COPY THEE CHL' ExP DES CON TPA' CON CI 11; UIRI1 SCA THE MEA AND A661 DETo DR.A TH£ U.ITH -,ATh D SRR � No.11 2�Rt E PLANS ARE FOR. THE COtTPTRUCTON OF ONE BUILDING r AND ARE NOT TO BE COPED IN ANY FORM WITHOUT THE RE66 URITTEN PERMI68ION CF CORNERSTONE GN/SUILD SERvICE6, INC. ,,y,_THOUGH A LOT OF CARE HAS F INTO THE PREPARATION & THE DRAWINGS TO ENSURE THEY ARE ERROR FREE, -T 16 THE RE6PONSIMIL1T'r OF THE TRACTOR TO CHECK. THE p1eA.I11N66 FOR ERRORS OR ,SIGNS AND TO ADAPT THE-1 TO ANY SITE CONDIT'ON8, TEN DIMEN6ICNS ALIUAT6 HX'IF PRECEDENCE OVER -ED rAMENSION6. "sENERAL CONTRACTOR 8Hr�-L NOT 6CAI-E DRAWINGS FOR SUREMENT6, SUT SHALL VER' T AT THE SITE ALL L-VEL6 MEAWREMENT6 NECESSAR* FOR COMPLETE FAMPICATION, _MSL'Y AND INSTALLATION & 1418 OR HER WORK, MINOR ULS OF THE WORK NQY SPECIFICALLY 8HCWN ON THE WINGS 6HALL BE ASCERTAINED SY THE CONTRACTOR AT 617E OF THE WORK., AND SHAD-L BE ACCOMnL16HED BY NIM THE INTENT OF -'NIB PROJECT, REASONS NO. I DATE I R5 R:1 to 7 W Q IJiJ I- z 2i CHANGE I<o'_' (SIRAND ARMY 4-16PL)AY SLUARSEA, MrASSACHUSETTS 02111 TEL FAX - (508)-&19-2&00 �0N1C 0"-1�JA DESiGAIBUIti-D SERVICES, INC. SHEET TITLE: " 4 rFIRST F PLAN DRAWN »Y: M. POTOCKI REVIEWECD BY: ------__-- DATE: 08 MAY OO SCALE: 1/411 - 1'-O° DRAWING NO, ZMEM A. 4 SHEET 4 OF --- (0 --- Ir NOTES ALL WINDCW6 MANUFACTURED MY HORNER MILLWORK COMPANY VERIFY ROUGH OPEN'NG SIZES, EGRESS R£OUIRE"1£NT6, AND TEMPERED GLASS REQUIREMENTS PRIOR TO C01`46TRUCTIOIN ALL WINDCWS AND DOOR HEADER6 TO ME (24XID NUMEER TWO GRADE LUME,ER WITH 1/2" PLYWOOD PLATE, UNLE66 OTH£RW16F NOTED. NOTE ALL NECE86ART EN61NEFRING DATA TO ME SUPPLIED IBT' CONTRACTOR. ALL PREFAMRICATED STRUCTURAL MEMMERS (FLOOR TRU86E6, LVL SUPPORT eFAM6, ROOF TRJ56ES) TO ME ENGINEERED IST MANUFACTURER, NO An As Bmlit Sv- vev ;<-rmst submitted io 011 Dept. prior to caziin =�,, for a foundation inspection or Luther construction, RECORD "fly A espy Di Ple"s ' nutI VON •� YOUR DRA4WWG MUST BE KFPT AT THE BUILDING DURING THE PROGRESS OF THIS yvop,, OUILDW13 DEPARTMENT Tbsrnt of D&rtr &jt BONO-TUEE SIZE AND DEPTH IN£'^ECTION IS REQUIRED BEFORE THE CONCRETE IS POURED, BUILDING DEPARTMENT Town of DArtmL& FIRE STOPPING REQUIREMENTr penetrations thru rated walls and floors shafl brs sealed with a material capable of preventing th:; passage of flames and hot gasses when subjected to the requi•rem©nts of fhe Test Standard rp f for Fire Str s ASTM-E-814. 24'-0" 24'-0" "ATTIC " "ATTIC OVERHANG FILECOPY ur►r,; MOUTH F1RL— DISTRICT NOe R muOF FLAN SCALE: 1/8" a 1'-0II THESE PLANS ARE FOR THE CoWeTRUCTON OF ONE HUILDING CNL'r AND ARE NOT TO ME COPI'D IN ANY FORM WITHOUT THE E�IPRS66 WRITTEN PERMISSION & CCRNFRSTONE DESIGN/MUILD SERVICES, INC, A_THOUGH A LOT OF CARE HAS GONE INTO THE PREPARATION O` THE DRAWINGS TO ENSURE THAT THEY' AR£ ERROR FREE, 'T 'O THE RE61-ONSIMILITl- OF THE CONTRACTOR TO CHECK THE DR�WIN66 FOR ERROR6 OR CMIS61046 AVD TO ADAPT THE-1 TO ANY 617E CONDITIONS, WRITTEN DIMFN61CNS ALIUAT6 HAKE PRECEDENCE OVER SCALED DIMENSIONS, THE 6ENFRAL CONTRACTOR 6HAI L NOT SCALE DRAWINGS FOR MEASUREMENTS, PUT SHALL VER'F` AT THE SITE ALL LVEL6 AND MEASUREMENTS NECESSARY FOR COMPLETE FABRICATION, ASSEMELI AND INSTALLATION O= HIS OR HER WORK, MINOR DETAILS OF THE WORK NOT SPF"IFICALLY SHCWN ON TH= DRAWIN66 SHALL ME ABCERTAINP MY THE CONTRACTOR. AT THE SITE OF THE WORK, AND SHAI-k IBE ACCOM° LI6HED SY HIM LLrIH THE INTENT OF -HIS PROJECT, REVISIONS NO, DATE BY CHANGE !dJ U I.l.I _0 lU Q3� W Z 1— U U1 7 d. 163 GR,I+ND ARMY HIGHWAY SWANSEA, t IASSACHUSETTS 02111 € E € TEL - 1508)-019-25DO €€€ €€€ FAX - 1508)-b19-2roD0 €€€ CORNERSTONE DESiGN/BUH ,I) SERVICES, TN'C. SHEET TITLE: SECOND FLOOR PLAN DRAWN BY: M. POTOCKI REVIEWED BY: C5TONE PROJECT DATE: 00 MAY oU SCALE: 1/411 = 1'-o" DRAWING NO, Inv eHEET 5 OF T :ONTIN000B RIDGE `'/ENT NGINEERED "CATHEDRAL" ROOF TRUSSES @ 24" O.C. 5/8" CDx PLYWOOD SHEATHINS- (WITH H-CLIPS) 15" BUILDING PAPER ASPHALT ROOF SHINGLES 10 TRUBB DESIGN AND ENGINEERING PROVIDE INSULATION BAFFLES TO BE SUPPLIED 15Y MANUFACTURER pIROVIDE HURRICANE/BEIBMIC TiEs `' '•,) ` (sUPPLIED MY TiRUBB MANUFACTURER) 11-: �r('1 /'ti' ;1:- '!i'li` : i !i` ;i' ,i'• ':i'iT;i'"''` r 1/2' IMPERIAL BOARD ' AN TOP OF FRAME HEIGHT ON 3/4 FURING STRIPS T IX& FASCIA BOARD WITH PLASTER FINISH WINDOW (Im.O.) "8 INSULATION AT CEILINGS -... _.-....._. TOP OF � --• j3 2)-2XIO HEADER 12' OVERHANG — PERFORATED VINYL SOFFIT !VENTING) AfI l-I 02 Ii; LAZING (VDH2424) , • I Ij 1 I I 1 ASTER EDIRCOM 3/4" 745 PLYWOOD 81,1I3FLOOR �x10 FLOOR JOIBTS ® 16" C,C. ! r TOP OF SECOND FLOOR i - III ! • ; :? ,+ TOP OF FRAME HEIGHT 4 TOP OF WINDOW (R.O.) 1.2" IMPERIAL -BOARD 21-2X10 HEADER WITH PLA4kp ;FINISH i R-13 INSULTION AT WALLS; 2X4 WOOD STUpB 1611 O.C. R I ^" GLAZING CVDH2d2d) i i/a" PLYWOOD SHEATHING FAMILY F4ROOM Z BUfLpING WRAP ,r�k t�7 VINYL 810IN6 AND TRIM i�1 Ili r_• 3/4" 74G PLYWOOD BUBFLOOR ! I I • x10 FLOOR JOIBrs 16" o.c. 1! Ilk it r TOP of FIRST FLODIe ', - (2)-2x6 P.T. WOOD SILL PLATES 1 1 11 :1:l ) 1 1 :,l , :) Iri 17 : 1 11 : )j: I, l I I 1, :: 1 11 :!� "11 '::/ I: J,)'ll "1!i " '11 l 1 : I :, 1,1 11? i',I':(li :,: ,t 1( ii: i/',i \.n, I I „ /��1�`AY Ia1-�.d �,!': ,Ji l,r .��.. :�ry11Jl iJf�l�'. ,iISU: aSt,il� 111-,`II IJISIJI �1 "71 Vl.l. V'J. ...t .... ,. (I/2 DIA. ANCHOR BOLT) I 1 tOP OF FOUNDATION WALL -19 INSULATION AT FLOORS FINIS14 GRADE t", N.`icl.\ VTOT\lC r .. .. �,ea*•xaasvcm,�x �"1Q�'��'R??+?�i'�'0'�n 31-2X12 WOOD �'"�' (VERIFYIN` I 1 _ ..1_ - i , _I ,_t_ I ` SUPPORT ;SEAM I "CONCRETE FOUNDATION WALL ATE ROOF FOUNDATION WALL _� ...l.t !......._,..C.. _ 1_I I- + P R I I I I -( •,. a I � 111 CONCRETE FLOOR SLALS CONCRETE FILLSS rWITLI 6ML POLY VAPOR BARRIER LALLY COLUMN I' ! i i I ;OVER 3/4 STONE !`SASE " PERFORATED PVC PIPE A 70P OF BASEMENT SLAB T PERIMETER OF FOUNDATION F_1 �._ __L._L.;Q. _ • _ --t ; ; ._ i ---1 I ' ' ` a r _; I _i ! I - i l !- - - (VERIFY INSTALLATION WITH SITE ENGINEER) I I 1 I 12' X 30" X 30" CONCRETE 10" X 16" CONCRETE FOOTING (KEYED) COLUMN FOOTING BLOCKING 5UILDING 8EC`0T1L,"DN DETAIL 6CAL_r=% 1/4" - it-OII PROVIDE INSULATION BAFFLES PROVIDE HURRICANE/SEISMIC TfES— (SUPPLIED BY TRUSS MANUFACTURER) TOP OF FRAME HEIGHT Ix8 FASCIA BOARD ! TOP OF WINDOW (R.O-) Q 3/4" 14S PLYWOOD PROVIDE INSULATION BAFFLES PROVIDE HURRICANE/SEISMIC TIES — (SUPPLIED BY TRUSS MANUFACTURER) IX& FASCIA BOARD 12" OVEIRHANG PERFORATED VINYL SOFFIT (VENTING) t� to 2x4 WOOD STUDS A 16" O.C_ I/2" PLYWOOD SHEATHING BUILDING WRAP VINYL SIDING AND TRIM O Ot /ALL WINDCWS MANUFACTURED BY HORNER MILLa'ORK COMPANY \VERIFY ROUGH OPEN NG SIZES, EGRESS R5000IRE'1ENT6, AND TTEHPERED GLASS RE=IREMI2NTS PRIOR TC CONSTRUCTiOt\ /ALL WINDCWS AND DOOR HEADERS TO BE (2)-2x10 NU"BER TWO GRADE LUMBER WiTH 62" PLYWOOD PLATE, Ui\LESS OTHERWISE NOTED. (NOTE: +ALL NECESSARY E143INEERINS DATA TO BE SUPPLIED BY CONTRACTOR, /ALL PREFABRICATED STRUCTURAL MEMBERS (FLOOR TRUSSES, LVL SUPPORT BEAI-IS, Fii'OCF TRJSSES) TO BE ENGINEERED BY MANUFACTURER. CONTINUOUS RIDGE VENT =ENGINEERED ROOF "ATTIC" TRUSSES 111, 24" O.C. 5/8" CDx PLYWOOD SHEATHING, (WITH H-CLIPS) 150 BUILDING PAPER ASPHALT ROOF SHINGLES ID------------------ 1 6TORAGE 1 1 , I ' TRUSS DESIGN AND ENGINEERING TO BE SUPPLIED ISY MANUFACTURER I , I , 1 , 1 , 3/4" T4G PLYWOOD PROVIDE 5/8" FIREGODE DRYWALL FOR /ALL WALL AND CEILING SURFACES IN GARAGE AS RtEQUIRED TWO GAR GAIRA E ~ 4" CONCRETE FLOOR SLAB WITH 6" X 6" W.W.M. 2Xb P.T. WOOD SILL PLATES OVER COMPACTED GRAVEL / —(1/2' DIA. ANCHOR BOLT) r`ONQ�A`0�.\`OS�MiL.`DNA\\`,NA`ONI�ll�`4D.'A`M•�1NOAlA'A`'4C�W0lMyt.MOJp. 1 Mi QJO� iNt 1A`INP.`Q.tl`1V0� `ONh`OJ6Nl,\�13N0.`AW. - I I `iCiNA`K\�L I_..; I i I I T..!._ ,. ,... .�.I {, 1. .r...i 1. I. ! .A ;_ r .!...� 1 .r. /.!i-1 i !_.i _ : I 1..1 : _• , _ ;. ! _ I i ., l ! i..i •. 1 � !.r I _I I , �, -i !, �i ! L !.. , , --',, j I 11- '! i F- '' I - l - l i I CONCRETE FOUNDATION WALL r ! t, 1 r1 1 r ! ! II i II I : !; .I-.�� - 1 .i . . : I '!._1'I-•{.,il. . !. 10" X 16" CONCRETE FOOTING (KEYED) I I I I i I �a DETAIL 6CA11-11H' 114" = V-011 CONTINUOUS RIDGE' VENT '( NGINEERED ROOF- "ATTIC" TRUSSES 'D 24" O.G. 5/8" CDx PLYWOOI`�> SHEATHING (WITH H-CLIPS) 150 BUILDING PAPES� ------------------- ASPHALT ROOF BHIINGLES 10 STORAGE 1 I TRUSS DESIGN AND ENGINEERING TO BE SUPPLIED BY MANUFACTURER I I 1 1 1 .". f......... -:1 :1 .f . -... . DARTMOUTM F1Rbr DISTRICT NO. 2XIO HEADER &ZING (VDH242-4) ' T4G PLYWOOD SUBFLOOR FLOOR JOISTS 8 16" O.C. t=� L2!'_tMl'tIAL BOARD (21-2x10 HEADER TOP OF WINDOW (R_O_) _ \ c= ! �I WITH f.bpASTE,4 FINISH I I ? _ j *-14 IN..gULATION AT WALLS ` 14 RISERS T - 5!8' �� •I 1- -i ' 1 `.\ t _ J3 TREADS 0 - 1/21, I�llNG ROOM z L 1('.\rr ROOM !,LAZING (VD142.424) OOD DECKING 145 PLYWOOD SUBFLOOR 2)<IO P.T. WOOD DECK JOISTS ® 16" O,G. PROVIDE BLOCKING �`� t r 2X10 FLOOR JOISTS a 16" O.C. FLASHING I' I TOP OF FiRST FLOOR I I 1I \ t = I ;: �2:-2X6 P.T. WOOD SILL PLATES _V'.'l.'l". .. ,il}l-'l%..... .. .. ,:�:lp•J'it!T!l.`l:I, ei. !f•:'.1j��(!r!;':il !i':In:I I' jl�,, :�)i�•�li:(!, •i 1.1 •1': 70P OF FOUNDATION WALL - ' � � � (1/2' DIA. ANCHOR BOLT) i (3)-2X12 WOOD `� r —8" CONCRETE FOUNDATION WALL FINISH GRADE SUPPORT BEAM m w�w`tawa\\w\\.uyayaa�,\�`a�a\\\\�\�v\�av\\�x 1�vva��svawta\�waw\ u r (VERIFY) - ION ;... I \�Wt'aa ECLT R 19 INSULATION •� = 13 ,ISEf 6 g _ �! I ! 3 I RIM JOIS1 I ' A7 FLOORS _ �12 TREADS g 9" I 1 �. _ I :-2X12 P.T. WOO 1 1 t I ' f BASF I I�IT ` ` r ' -SUPPORT SEAM • i I ! I ! ` '4"" j `+;WATERPROOF FOUNDATION WALL 1 I ^r' r � : i ` mar , 1 �,.�. ! .,_i..i.� ! i....�.1 i � i I � I I , i ! ' I I r \`� �a t , 1 �1.1 1 � _ j '• 4 CONCRETE FLOOD;: SLAB i 3-1/2- CONCRETE —TS - •` _ i fiUITH 6ML POLY VAPOR 3ARRIEix FILLED LALLY COLUMN `� ~ - i ' _�.1 1 .f .!. E ' OVER 3/4 STONE BASE 12" DIA, X 48° CONCRETE a ' ' (I WITH SIMP60N POST FOOTING : ' , .. ! .i ,. ; L 1 LGC3,5-4,5 � � m T ,,, i . ? --; I !--;". r{� TOP OF 1ASEMENT SLAB ; ! - 1 " i f PERFORATED PvC PIPE AT 1 PERIMETER OF FOUNDATION `r (VERIFY INSTALLATION WITH SITE ENGINEER) 12' x so" x 30" coNCRETE COLUMN FOOTING I0" x Ira" CONCRETE FOOTING (KEYED) ii 12' OVERHANG PERFORATED VINYL SOF-FIT :VENTING) 19 2X4 WOOD STUDS o 16" O.C. i/2' PLYWOOD SHEATHING BUILDING WRAP VINYL BIDING AND TRiM TOP OF SECOND FLOOR TOP OF FRAME HEIGHT I/2" IMPERIAL BOARD ON 314 FURING STRIPS WITH PLASTER FINISH R-38 INSULATION AT CEILINGS EDROOM *2 SIN R-19 INSULATION AT STORAGE AREA I i! i THESE PLANS ARE FOR THE CONBTRUCTON OF ONE BUILDING CNLY AND ARE NOT TO BE COPIED IN ANT FORT WIT(-IOU7 THE EXPRESS WRITTEN PET2`1ISSION OF CO�NERiTONE DESIGN/BUILD SERVICES, INC. A_THOU�H A LOT OF CARE HAS GONE INTO THE PREPARATION OF THE DRAWINGS TO ENSURE THAT THEY ARE ERROR FREE, 'T IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECit T14E DRAW1,16% FOR ERRORS OR CMISBIONS AVD TO ADAPT THE'l TO ANY SITE GONDi-roNs, WRITTEN DIM=iNSIONS ALWAYS i-AYE Pf'EGEDENCE OVER SCALED DIMENSIONS, THE GENERAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR MEASUREMENTS, BUT SHALL VER FT AT 1HE SiTE ALL LEVELS AND MEASUREMENTS NECESSARY FOR ¢O►•iPLETE FABRICATION, ASSEMBLY AND INSTALLATION 0= HIS eR HER WORK, MINOR D_TAILB OF THE WCRK , `LI�`� SPECIFIaiLLY SHCWN ON THE DRAWINGS SHALL BE ASCERTAINED BY THE CONTRACTOR AT THE SITE OF THE WORK, AND SHALL BE 4CCOM-L101­1EID BY HIM WITH T-HE INTENT CF THIS PROJECT, REUIVON6 NO_ DATE BY CHANGE 4� l!L LdJ I� t!) Z U Ill! 1 Q A - a 163 GiRAND ARMY HIGHWAY SWANSEA, MABSACHUSETTS 02111 non TEL - C?©a)-ro19-a500 rae es® FAX man CORNERST(D/NE DESTGNUBUILD SERVICES, INC. SHEET TITLE: SECON'r"', FL001-1 LA DRAWN MY: r'i. POTOCKI REVIEWED BY+ CSTONE PROJECT DATE: _06 MAY 00 SCALE.- � 114II ® lI-QII DRAWING NO. i. SHEET OF