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BP-11340
,_ . BUILDING PERMIT 99 MILLERS DRIVE Dartmouth Building Department Plat : 70 400 Slocum Road-P.O. Box 79399 Lot (s) : 13-36 Dartmouth, MA 02747 Lot Size: 74, 183 Telephone 508-999-0720 Zoning Dist. :SRB June 9, ;1999 ( yped) Permit No. : /flvO Issued Date: Clerk: BAS Project Location: 90 Millers Drive Phmiber Street Subdivision Name: Millers Farm _ Nearest Cross Street : Dower Drive Person Permit Issued To: Robert W. McGlynn _ Address : 142 Slade Street, Somerset, MA 02725 _ Applicant/Agent: Same _ Contact Person Phone #: (508) 677-3981 Type of License: Owner: ( ) Const. Superv. License #: (069571 ) Architect : ( ) Engineer: ( ) Other: ( ) Proposed Use: Residential Residential,Commemtal,Industrial;etc. Permit Issued To: New Construction Type of Improvement,Add,Alter,New Const.,Demo,Land/Move,etc. New single family dwelling with three bedrooms, two full baths , _ front porch, fireplace, well water, septic system, oil heat, NFRC_ indicate no.of bedrooms and bathrooms and other rooms Gross Area of Const. : 3 , 120 scr.ft. Cost of Const. $101, 700 . 00 _ Cost-Other Const . : N/A TOTAL FEE: $ 342 . 00 Owner (s) of Record: Stephanie M. Baker & Stephen F. Botelho Address : 456 Bullock Street, Fall River, MA 02721 All work shall comply with 780 CMR 6th Ed. (MGL Chap. 143) and any other applicable Mass. Laws or codes and plans on file. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction a e not met; not withstanding the issuance of this Building\Zoning Permit. l Signature of Owner/gent : J/L.;ia A 474 Address : ******************** **** ** ** * ***** ************************* Signature: 2 c ,I' �r Approved/Issued B el S. R eV; itle: ocal Building Inspector COMMENTS : PLEASE PO T PERMIT CARD SO THAT IT IS VISIBLE FROM THE STR ET. SCHEDULE APPROPRIATE INSPECTIONS AS REQUIRED. UPON COMPLETION OF WORK, FINAL INSPECTION IS REQUIRED. 0 ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY `TOWN OF DARTMOUTH 113110 BUILDING RECEIPTS COLLECTOR'S OFFICE Name: ; "- Property r'.._ Date: / t ;A, l 4 '` i'�,i "" Owner: `-,"` .i.Lit-. .- j`"/ I�jf Job Location: Y.�f -ytr t' ` • Ti +'iiO! DAltlMUUThWhite Copy-Collector'sOffice Plot: / }'j Lot: f 7 COLLECTOR'S OFFICE Yellow Copy-Customer's Receipt F 1 i r Pink COPY-File Copy Phone: J U N 1999 Green Copy-Building Department /, S / Description General Ledger#'s c^ efa F Amount License&Permits-Building 01000-44105 f{ ; _ T P?j'7 it License&Permits-Building Misc. 01000-44105 License&Permits-Electrical 01000-44106 License&Permits-Plumbing&Gas 01000-44107 Other Department Revenue 01000-42420 This is not a Permit or License for Building.Plumbing or Gas Received By: --:% " "TOWN:-.OF DARTMOUTH BUILDING RECEIPTS COLLECTOR'S OFFICE Name: _ 1I _ - i Property. - Date y i /_ (Cr Li I ,L'1LE LA.i.( 3ld �'b'J .c �" -i��G- - /1 Owner: �{'�_`� 1jCC! / Job Location: : - / - -"_ E tt , 1 '. l ', -' t'-- ,Y ' TOWN OF DARTMQ COLLECTOR'S e opy-Collectois-Customer's Office Plot: Lot:. - '.. (• � � ow Copy Receipt L !.� ( IyJJ Pink Copy-File Copy`, ike+Av 2 6 Copy-BuidinQ-Department Phone: e —1i i`� /3 2i .S Description General Ledger Ws Reic M 808 Amount License&Permits-Building 01000-44105 ,' • License&Permits-Building Misc- 01000-44105 1" ' ' ` J 7 w ,9 5 (' • License&Permits-Electrical 01000-44106 / ' I, License&Permits-Plumbing&Gas 01000-44107 -- _ Other Department Revenue 01000-42420 This is not a Permit or License for Building,Plumbing or Gas Received By: -, N Residential 0 FOUNDATION ONLY 1999 - DATE RECEIVED �2N,OUTH.11;\ DARTMOUTH BUILDING DEPARTMENT - - - %o 400 Slocum Road, P.O. Box 79399 - ILL r: x • 121 vf — Dartmouth, MA 02747 t' \\ _76:-. • •-� 508-999-0720 FAX 508-999-0738 Icr; "' ^ , ., 3. 22 APPLICATION TO CONSTRUCT,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING :x.;::::;an:;<s<<::E:a:.:.....::.:<.;;::x:::.::>;.;:.: .i:',.::'<::s.::::::::::::.::::::: TH.S.:.............I.:..,...:...::...,..,... . .. 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Appeals h eaithi Affidavit::..;. . Date Address C d Cut OfE' Follotx-up* .. ..............:. "s.... 3:(:x r ::;::<.:::�tt::�i;.:::_ii:>:::<.: i : :' '''�.�'�.'��'''.�.�.�.�.�:..:.........:..................:.:...::..:.�::.::.�::.....:::::::.....:. ...: ::`=� fi < " L:_l: : ' �` <'� '::�'': "'::P `:5!; : . > :::. a .. fl Ctii Ei+'Gas: II Pl;anntng II Sewer t go }g Water Cawi t ul g. #7#Oher. ;::.:. .;:.<.::.:;::::::::::::.::.,:,::::alfE:.::.::::..:::a#©and:'`.;:.:»:.::::.;:::.::....,,Cut:Q€f.,::i. i:..;::.:<.;: ' tt ,tQf€:.::::]R:i:::.::•;::,::.:.;;.:::::;::.....1.:...,R`: ::.:,.::::.. :.:.;,:.:;..,;,.,:: :rtEptTiRES::IN3PEcixifeg:ittv..n iviHILT.oRET$E:SSSt.m1V-8:Ot.+}A potwIt ;:::;::;:::<:>:<::: a>:a;::;<:::::: ::::::::::::::::<::>.<_.<.::;..::a;...::: . YlatIFNTAL. ORAL..... . _........._.... ........._.....-_. . • -� Zoning Review: Signature: Dat J IN 0 Energy Reoort: Signature: _ __. Date: Eire Chief: Signature: Date.b • a- 7� -,_ Board of Health:fll Signature: Dale: _-_ • Co n Commission: Signature:'Lakin 4k 0WI'I Y iS/L' Date: 74//� Other: Signature: Date: _ : : TR:I F.,. `:;5t�'pi+f3N' :.. .. i� OktitfiATIQ: :` '::;::::::. _';::;: :.:':::'::.:::':(` ': ')::<: :`:'.:;:::::.>. .:.:::.:: :,<5 : � � .;:�; .:.: . :.�:.:..::::::.;: :. ... .;.:.:...�:...r. •�..:.::: ::.`C NUMBER OF PLANS SUBMITTED: 3 SITE PLAN SUBMITTED: E'yes — 0 no 1.1 Property Address: /of 3(, ;(le r 5riV4 1.2 Assessors Platr&7 Q Lot '�Lot Number: Nearest Cross Street w•er brie-e Plat ( I i , : Subdivision Name:_I filers Fa rot\ 1.3 Historical District 0 yes L>l o I',7 Has application been submited to the Historic Commission? Total Land Area Sq.Ft.: 0 yes 0 no Date: 1.4 Water Supply(MGL c 40§54): 1.5 Sewage Disposal System: 0 MunicipalL Private Well 0 Municipal C'On Site Disposal System ..::.: :::<iN;i:;:;::::0:iii:;::;:iIil_:_;::_<.::;s-0(41ax .;.F•i gOtgli;> Wxg.t s € t 1#40rxz : 0:BNT ;:_: ;i::_::: 1\-- 2.1 Owner of Record: Contact � 1anitM• Zeter c ephen I e/tib i bu-llocc st, 67Kb795599 Name(print) Fall iti ni4 phone num'er c:\wpwin\forms\bldgapp.res Page 1 January 20, 1999 Residential 1999 • 2.2 Authorized Age : Contact Address Name(print) / Telephone "SECtI ?1!3 :+,"(�l�lus"4�fi21CTiON SE'R,WCE$ 3.1 Licensed Construction Supervisor: Not Applicable 0 Licensedrco tructionsupervisor �� License Number I`O cLR 16l, low 1 . 13m. S 0,6 ?c 7/ � Address Expiration Date gq SignaturelaisePPi r Telephone / 42//0)o6/ 3.2 Registered Home Impro meet Contractor: Not Applicable❑ Are you a Home Improvement Contractor subject to(780 CMR-6)? 0 yes 0 no If no,go to the next section! Are you claiming exemption from the requirement? 0 yes 0 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 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-Room 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 AN D 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 1, 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 c:\wpwin\forms\bldgapp.res Page 2 January 20, 1999 Residential 1999 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 R5.2.15) MOIMENNEEIt SECTION 4 witikkER'S COMPENSATION INSURANC APFII MVIT(MCI e 152§52) • Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: 0 yes 0 no • S?Gdilltiit tik8d ttkti©N;i ' ti.mtA 1 ixti1t feheck uEl oupl t4mo) ' • ge new ❑addition 0 alteration 0 repairs lchmrney/fireplace 0 woodstove construction* deck 0 pool 0 accessory bldg. ❑replacement window/door ❑other 0 demolition spied (shed/garage) no. of windows doors_ (specify below): (specify below): �* If new construction,please complete the following: 0 Single Family: no.of bedrooms 3 no.of baths /L A eAa Two Family: no. of bedrooms unit 1 no.of baths unit 1 no. of bedrooms unit 2 no.of baths unit 2 Brief Description of Proposed Work: o Iv'w i C pct �- - ' F L Po RM 6 2 iN D /ARMP(Z #jPORCh• / hi %tea/Jr $E`CTION 6,ESTI.IYSATED CUItTSTR[74;:'TIt?l cOS Item Estimated Cost($)to be completed by permit applicant 1Building , 1 'CQ I kook A rj 1(.- S 2.Electrical rto° /noun n, /L/4(41'.s // 3.Plumbing -�i . J / 6 )i / Loa-SAA, �%v 6AIAAci oeJ A (t nes 4.Mechanical(HVAC) C , ..YY / / L(11 / 0-- //'U %o r(SA)v U /u:c / t 3 po , tQi 5.Total=(1 +2+3+4) * Estimated Total /0 O o $ • SECTION 7#. LIWFIERAuT>t.0.40 ATloN (to be enntpleted when tiwnerrs:;agent ar contractor applies fnlr building permit) (pleejse print)S#epha.nit In•'Mete �. L.jh g�� I,_St ue yn. Ste phe4 F as Owner of the subject property hereby authorize f� i'h�.1 y,,,. to t n my bet4lf, in all mattersrelative to work a thorized y this building permit application. / 00 Signature of Owner .', Date y .. SEC;TIO 78 OWNEIR/xAUTltO ti NTIIECI.A:RATION I, • , as 0 r uthorized Agent,reby declare that the statements and information . on the foregoing application are true and accurate,to the be e ge and belief. Signed under the pains and penalties of perjury. . Pv bz gf (ihl C 6/ y la/ Print a / Signature of Own Authorized Agent Date c:\wpwin\forms\bldgapp.res Page 3 January 20, 1999 ' Residential n gO_ iV // Il iy e 1999 ECT ON ilts *ra €twi l+r Ie • 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 review worksheet): Date: 5. DENIED(see project review worksheet). Date: 6. HOLD reason: F< ' Dattqltt191 Se • 7. HOLD subject to Zoning Board of Appeals action: 8. Comments: 9. , Inspector's Signature:_ 1.-7/ Date:_ SECTIOIN 9 APP C4iNFT NO'FWICATION Applicant informe of above Date / a Time- Clerk- Comments: ) f IV/ A/M — A)eel° n derv) L [ SEC`.[`ION 1 oF.FZCE\INSPECTOR"S N©TES 'Total Permit Fee: $ .3y I Less Application Fee:$25.00 Remaining Balance $ 3/7 �_ TOTAL FEE: Gross Area-New Construction total sq.ft. 3/•�C p Gross Area-Alteration total sq. ft. Permit Issued To—A✓.a/ 3�u�e`C__� . -zi _ i /c r° { [ —• SECCTIO:::: 1 $DDI PION#.c#)MMW MTSISKET U 5 y 01-- as 3i 7 - _- ---- ' /7S`- i c:1wpwin\forms\bldgapp.res Page 4 S January 20, 1999 TOWN OF DARTMOUTH REQUEST FOR ASSIGNMENT OF HOUSE NUMBER Owners) of Property ,.1,pM#i�. 6( 0/ /SE4 L)ik///) Present Address 1/56, vU/or it 7,d ' Telephone Number 50S1 7"A " ir�,�/ House Location: Plat v Lot /� (p Subdivision IMLEILAA Iak Lot Corner Lot ? Yes No -- Street V%U WAD crl us...._. Single Family L Multi Family Condominium # of Units_ Site P1sn Submitted ? Y No Date Submitted V Signature o Owen House Number Assigned 90 MILLERS DRIVE Date Assigned 6-1-99 Date Assessors Notified 6-1-99 Date Building Dept. Notified 6-1-99 Date Owner Notified s�rper Rte�eat, Department Public Works FROM : PHONE NO. : Aug. 22 1998 05:28PM P2 MAScheck COMPLIANCE REPORT iMassachusetts Energy Code Permit It MAScheck Software Version 2.01 Release 2 Checked by/Date CITY: Dartmouth -----— STATE: Massachusetts HDD: 5426 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-4-1999 DATE OF PLANS: 06/04/99 TITLE: NEW HOME FILE COPY PROJECT INFORMATION: 3io, MILLERS LANE )' DARTMOUTH, MA a x aiA COMPANY INFORMATION: A Copy O% This Endorsed B & M BUILDERS 142 SLADE STREET Plan Must Be Kept On Site SOMERSET, MA 02726 During Construction 508-377-3981 Date • NOTES: RICHIE 'S INSULATION DID MASS CHECK COMPLIANCE: PASSES Required UA = 343 Your Home = 314 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value CEILINGS 1008 30.0 0 .0 WALLS: Wood Frame, 16" O.C. 1710 11.0 0.0 1 GLAZING: Windows or Doors 190 0.320 DOORS 63 0.300 FLOORS: Over Unconditioned Space 1008 19.0 0.0 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 125% of the design load as specified in Sections 780CMR 1310 and 34 .4 . FROM : PHONE NO. : Aug. 22 1998 05:26PM P2 MAScheck COMPLIANCE REPORT __. Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Release 2 Checked by/Date CITY: Dartmouth — - STATE: Massachusetts HDD: 5426 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-4-1999 DATE OF PLANS: 06/04/99 TITLE: NEW HOME FILE Copy PROJECT INFORMATION: MILLERS LANE DARTMOUTH, MA a ! g.; , afia COMPANY INFORMATION: Copy (r This rlifi0rS8f� B & M BUILDERS 142 SLADE STREET Plan Must Le o°i!pt On Site� SOMERSET, MA 02726 During Construction 508-377-3981 Date NOTES: RICHIE'S INSULATION DID MASS CHECK COMPLIANCE: PASSES Required UA = 343 Your Home = 314 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value CEILINGS 1008 30. 0 0.0 WALLS: Wood Frame, 16" O.C. 1710 11. 0 0.0 1 GLAZING: Windows or Doors 190 0.320 DOORS 63 0.300 FLOORS: Over Unconditioned Space 1008 19.0 0.0 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 125% of the design load as specified in Sections 780CMR 1310 and J4.4. I >I i. . . . . . ., . . t ) (� e ) . \ t� k \\ ) x� (\ t ` pO\ w w ; \ c & \ Ef§ 2 . }a j 7 ] 5 = 1 • E -20 t / ) g « �� - r § p& £ £ . \ 3 0 _ 2 Q \ .4 e \ ( ) \ fl \ \ \ : • 2 f g 1 . . § E Q 4 2o ' z ] g 2 ` - E 3 a' / r % ] .2 • ) \t ! ; 3 . \ - C) \ \ \ 0 ¢ % 2 \) 3 C1 0 : y . \ -_ The Commonwealth of Massachusetts in __ :`,M ( ' Department of Industrial Accidents s1° elllceellelrestlpstleas €� � { 600 Washington Street=� ���� CHIP s3 Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: . (,tl� � �S 1 _e location: /Lid t C lL'ta S F city San/le2Se� ✓ MP SS phone# A77 -39 / ❑ I am a homeowner performmg all work myself. K. am a sole proprietor and have no one working in any capacity ❑ I am an employer providing workers' compensation for my employees working on this job. company name•. Address: city: pbone#. insurance co. pailey# . NiMierii ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: companyname: address: city: ['bone#. jnsurance co. .pobcy# company name: addrecc: insurance co yoticy# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify /der I e pains and enalties of perjury that the information provided above is true and correct (� Signature /J„/ /r Date ..--'7,S y T Print name Ro�,yy../e q'ic C L 7'/(/n/ Phone# 6 27 3 9-917 official use only do not write in this area to be completed by city or town official city or town: permit/license# ['Building Department ['Licensing Board ['check if immediate response is required ['Selectmen's Office ['Health Department contact person: phone#; ['Other _ (revised 3/95 PIA) Information and Instructions Massachusetts Cnetvchapter 152 section 25 requires all employers to provide workers' compensation for their employees: As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. 'r 3n ,J,2'"+^s'.,,yt1"'v�t fi ^'� '1-b-e''& _., .__ - Applicants Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. 1 W " e;.. Y ' .e.,,may` . • rS.- P.'" r� '•'its x,M ,n,�g;' .. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 u ,�, , � 07869f, i Restricted To: 00 tjl 00 NoneL. ' ' IA - Masonry only ' 1G - 1 0 2 Family Homes 3 Failure to possess a current edition of the Massachusetts State Building Code fl is cause for reuocatior of t'is license. l t 4 ,:,.tea: > • n' • r — i \ ' ♦ , • '4 / 6 v I •• FILE COPY • DEPARTMENT OF PUBLIC SAFETY • CONSTRUCTION SLP°RLISOR LICENSE Nunber: ari^es: Birtbdate:. 9 • • CS 05957' 0112!12001 0112111959 ' • Restricted Tc: 00 • ROBERT Yi MCGLYNN • (p' gan•CK Oral 142 SLADE ST Rye SONERSET, Aq 021�5_„_ --- • �._. • .7746// • • • • • • • MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 01 Release 2 FILE r AoP v Checked by/Date CITY: Dar ou STATE: Massachusetts HDD: 5426 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-4-1999 DATE OF PLANS: 06/04/99 TITLE: NEW HOME PROJECT INFORMATION: MILLERS LANE DARTMOUTH, MA COMPANY INFORMATION: B & M BUILDERS 142 SLADE STREET SOMERSET, MA 02726 508-377-3981 NOTES: RICHIE ' S INSULATION DID MASS CHECK COMPLIANCE: PASSES Required UA = 343 Your Home = 314 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value CEILINGS 1008 30 . 0 0 . 0 WALLS : Wood Frame, 16" O.C. 1710 11 . 0 0 . 0 1 GLAZING: Windows or Doors 190 0.320 DOORS 63 0 . 300 FLOORS : Over Unconditioned Space 1008 19 . 0 0. 0 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 125% of the design load as specified in Sections 780CMR 1310 and J4 . 4 . Builder/Designer Date Massachusetts Energy Code MAScheck Software Version 2 . 01 Release 2 NEW HOME DATE: 6-4-1999 Bldg. Dept. Use CEILINGS: [ ] 1 . R-30 Comments/Location WALLS: [ ] 1 . Wood Frame, 16" O.C. , R-11 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1 . U-value: 0 . 32 For windows without labeled U-values, describe features : # Panes Frame Type Thermal Break? [ I Yes [ ] No Comments/Location DOORS: [ ] 1 . U-value: 0 .3 Comments/Location FLOORS : [ 7 1 . Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT : [ ] 1 . Boiler, 80 . 0 AFUE AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space . 2 . Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0. 944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1 . 57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating J and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: [ 7 Ducts shall be insulated per Table J4 . 4 .7 . 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4 . 4 . SWIMMING POOLS : [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 200 of the heating energy is from non-depletable sources . Pool pumps require a time clock. HVAC PIPING INSULATION: [ 1 HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS : TEMP (F) 2" RUNOUTS 0-1" 1 .25-2" 2 .5-4 Low pressure/temp. 201-250 1 . 0 1 .5 1 . 5 2 . 0 Low temperature 120-200 0 . 5 1 . 0 1 . 0 1 .5 Steam condensate any 1 . 0 1 . 0 1 .5 2 . 0 COOLING SYSTEMS: Chilled water or 40-55 0 . 5 0 . 5 0 . 75 1 . 0 refrigerant below 40 1 . 0 1 . 0 1 . 5 1 . 5 CIRCULATING HOT WATER SYSTEMS : 1 Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING 1 CIRCULATING MAINS & RUNOUT HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1 . 25" 1.5-2 . 0" 2 . 0+ 170-180 0 . 5 1 1 . 0 1 . 5 2 . 0 140-160 0. 5 1 0 . 5 1 . 0 1 . 5 I 100-130 0 .5 I 0 . 5 0 . 5 1 . 0 I ----NOTES TO FIELD (Building Department Use Only) BUILDING PERMIT 90 MILLERS DRIVE Dartmouth Building Department Plat : 70 400 Slocum Road-P.O. Box 79399 Lot (s) : 13-36 Dartmouth, MA 02747 Lot Size : 74, 183 Telephone 508-999-0720 Zoning Dist . :SRB June 9, 1999 ( yped) Permit No. : /!3 VO Issued Date: (I /0 /91 Clerk: BAS Project Location: 90 Millers Drive Number Street Subdivision Name : Millers Farm Nearest Cross Street : Dower Drive Person Permit Issued To : Robert W. McGlynn Address : 142 Slade Street, Somerset, MA 02725 Applicant/Agent : Same Contact Person Phone # : (508) 677-3981 Type of License: Owner: ( ) Const . Superv. License # : (069571 ) Architect : ( ) Engineer: ( ) Other: ( Proposed Use: Residential Residential,Commercial,Industrial,etc. Permit Issued To: New Construction - - -- - - - 'Type of Improvement,Add,Alteq New ConsL,Demo,--band/Move,etc. New single family dwelling with three bedrooms, two full baths, _ front porch, fireplace, well water, septic system, oil heat , NFRC indicate no.of bedrooms and bathrooms and other rooms Gross Area of Const . : 3, 120 sci. ft . Cost of Const . $101, 700 . 00 Cost-Other Const . : N/A TOTAL FEE: $ 342 . 00 Owner (s) of Record: Stephanie M. Baker & Stephen F. Botelho Address : 456 Bullock Street, Fall River, MA 02721 All work shall comply with 780 CMR 6th Ed. (MGL Chap. 143) and any other applicable Mass. Laws or codes and plans on file . I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies may have reason to STOP WORK if items under their jurisdiction a e not met; not withstanding the issuance of this Building\Zoning Permit. Signature of Owner/A nt : -C Address : Signature : Approved/Issued B el S . Rye , itle: ocal Building Inspector COMMENTS : PLEASE PO T PERMIT CARD SO THAT IT IS VISIBLE FROM THE STR ET. SCHEDULE APPROPRIATE INSPECTIONS AS REQUIRED. UPON COMPLETION OF WORK, FINAL INSPECTION IS REQUIRED. 0 ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY BUILDING PERMIT 90 MILLERS DRIVE FIELD INSPECTION Dartmouth Building Department Plat : 70 400 Slocum Road P.O. Box 79399 Lot (s) : 13-36 Dartmouth, MA/ 02747 q Lot Size : 74, 183�1 ne Telephone Date : (0 /ll / /9 �&an, 6 o D1 st . : SRB PermitNo :Issued 1[34/U Project Location: 90 Millers Drive Number Street Subdivision Name : Millers Farm Nearest Cross Street : Dower Drive Applicant/Agent : Robert W. McGlynn Contact Person Phone # : (508) 677-3981 Oil # 5-0 -.5Oy,ya 3 Proposed Use: Residential Residential, Commercial, Industrial,etc. Permit Issued To : New Construction Type of Improvement,Add,Alter,New Const.,Demo,Land/Move,etc. New single family dwelling with three bedrooms, two full baths, front porch, fireplace, well water, septic system, oil heat, NFRC -- 3 , 120 sq. ft . Indicate no. of bedrooms and bathrooms and other rooms -- Owner (s) of Record: Stephanie M. Baker & Stephen F. Botelho Address : 456 Bullock Street, Fall River, MA 02721 DATE TIME TYPE OF INSPECTION REMARKS INITIAL / -/S'- 9g //; a 9 ,'c zdt /2, ,-- /7 _99 /I; /O 6°74 oR L. A .1, —at �'f . ..�C..c� -- �y �e.. ec.z'Z.e._ DATE TIME TYPE OF INSECTION REMARKS INITIALS DEC 17 11M' //.30,9n, t a lenZ, � z�.• ate -. c v�Y a'-: r f/ (1/9-o //." aA2c- CY- e // / :2-000 //. /0 o � " viceti /�' gyp .� -9 o // �` �a cj t9/,- oh- f OCCUPANCY PERMIT FILE OPY STEPHANIE M. BAKER & STEPHEN F. BOTELHO NEW DWELLING Occupancy is hereby granted for the premises located at 90 MILLERS DRIVE Assessors Plat 70 Lot 13-36. The premise has been found to meet the requirements of the Massachusetts State Building Code in effect as of the date of permit issue and other applicable Massachusetts Codes and regulations as evidenced by approvals affixed to the reverse of this permit. The use is further found to be in compliance with the Local Zoning By-Laws for use as indicated, as of this date of issue. This permit is further conditioned on the continued maintenance of permitted conditions as provided by law. ZONING DISTRICT - SINGLE RESIDENCE DISTRICT APPROVED USE - RESIDENTIAL-ONE FAMILY DWELLING SPECIAL PERMIT/BOARD OF APPEALS - N/A Approved by --e F B2S2Of ocal Building Inspecto DATE OF ISSUE - CERTIFICATE OF OCCUPANCY - DEPARTMENTAL APPROVAL " ° To be signed by each division indicating compliance on rmal inspection. BUILDING SPECIFICATIONS PER 780CMR 119.5: USE GROUP CLASSIFICATION TYPE OF CONSTRUCTION MAXIMUM LIVE LOAD FLOORS SPECIAL CONDITIONS — BUILDING PERMIT NO. 113340�� Approved by r_ Date FEB 2 Comment PLUMBING 1/ PERMIT NO. /3 cer4 Approved by e i Date ,z/z el o c Comment GAS PERMIT NO. Approved by /Y� Date Comment ELECTRICAL `% PERMIT NO. /Y57 f Approved by arc f�-� �� Date g - OG-� Comment ,. 17. FIRE(i 57-3 PERMIT NO. Approve e by( /ie c n nete Date a a 5'- Ca Comment BOARD OF HEALTH � PERMIT NO. Approved by w-- ite,`' Date 2.OZ i o d Comment DPW-WATER PERMIT NO. Approved by Date Comment N/A DPW-SEWER PERMIT NO. Approved by Date Comment N/A WATER DIVISION-CROSS CONNECTION JOB NO. Approved by Date Comment N/A E - 911 COORDINA R 11� ADDRESS NO. Approved by yam! Date FEB 2 9 200fJ Comment PLANNING DIRTOTOR (Off-Street Parking Plan) Approved by Date Comment N/A DEC.15.1999�-1O:16AM-MITEK,EN6 ST LOUIS N0.530_„1.2... • a wee rues ype N c nn i ere• Jt409796 9906030 P02 FLOOR • 24 t DESIGNS:2.0 UNITS: LO (JO HerdPlne Inc.,kie i River.MA,02711.6112 4,0-32 s Oct 7 1999 Wet IMust`nes,Inc. F1t Dee t0 frPege 1 REPAIR:SECTION OF TRUSS REMOVED AS 9 1 1 I-L- LUMBER AND CONNECTOR PLATES MUST BE CUT CLEANLY 2.6.0 6.9-0 40-0 AND ACCURATELY AND THE REMAINING PLATE MUST BE FULLY IMBEDDED AND UNDISTURBED 21r4II 4II 3x4= 2X4 II 2x4.=-- 4x8= 2x411 3x6= II 3x4= Isle FP- 24411 3x6= 2x411 4x8= 2x4 2. ? 3 4 6 8 9 D 11 12 13 14 li III zs 1 23 22 2 rk 20 19 18 17 16 15 34= 40= 34= \ 2x411 3x15 MI6 FP= 3x6= 4x8= 3x8= ADD DOUBLE X2 /> 2x4 SP- BLOCKING AS SHOWN MEw BR 3x4= )r l h U iJ,,.JNr BRG/ IIYd ATTACH 3/4' PLYWOOD OR O58 GUSSET(23/32"AMRATED SHEATHING 48/24 Li EXPOSURE 1)TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE ROW OF led(3"X.131')NAILS SPACED 4"O.C.FROM EACH FACE. I Loam 3040 ___I Hew Oftaets(X,Y): U:edge.o-1.81,(2:U-3.8,edge),I6:0-1.8,edgel.(13:0-3•S,edgeLf16;0-3-9.edge),(17:G•2-12,edga1.119:D.1-Ledge),(2t a�6,ea9e, (21:0.2-12,edee).(22:0-3-8,ed:a).124:0-1.O,a1-81,125:0-1-0,0.1"S - LOADING lush SPACING 1-7-s C31 DEFL Fm) floc) Udell PLATES GRIP TCLL 40.0 Plates Incites, 1.00 TC 0.74 Vert(LL) -0.91 17.19 >391 M20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.87 vent.) -1.28 17-1S >278 11416 127/82 ECDL 0.0 6.0 Rap Stross Met YES WB 0.66 Hors(R) 0.19 16 ate Code BO0A/ANS196 (Matrix) ltt LC LL Min Udefl = 360 Weight: 120 lb LUMBER ,T BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Sheathed or 6-4-11 on center puffin spacing, except end verticals. ROT CHORD 4 X 2 SPF 2100E 1.6E ROT CHORD Rigid ceiling diireetly applied or 10-0.0 on center brae WEBS 4 X 2 SPF No.2 bracing. REACTIONS (I6/elta) 23=1303/04-8. 16=1303/0.3-8 FORCES 0b).Fret Load Case Only TOP CHORD 23.24.43, 1-24=-93, 16-26=-83. 1425=43, i-2=-3,2-3=-3657,3-45-3667,4-6=-6730,64.-6730,6-7=-6266,7.8o-6266,8-9=-6266. 9-10=-5745,10.11=-6746. 11.12=-3664. 12-130.3684, 13-14=-3 SOT CHORD 22.23=20E2,21.22=4876,20-27=5266, 19.20=6266, 18.19=6208, 17-18=6208, 16.17=4879, 16.16=2061 WEBS 73-16=•2374,2-23=-2376, 13-16=1803,2-22=1884. 12-16=-195,3-22=-196. 11-16=-7418,422=-1409, 11-17=1010,421=968. 10.17=-193,5-215-187,e-17=.641,6.21=-621,9-19=67,8.20=69,7-19=-66 NOTES 1)This truss hair been checked far unbalanced loading conditions. 2)Recommend 2x6 wengbaeles,on edge,tooted at 10•0•0 on comer and fastened to each trues with 3.160 nails. Strengbaeka to be attached to walls at their outer ends or resnainad by other means. 3)All plates are M20 plates unless otherwise Indicated. 4)This truss h es been designed with ANSUTPI 1-1996 criteria. LOAD CASES) Standard ' 4 ti 'qt.. Y STEVEN .1 FOXE. u C, C1.1 i v• .ei7243 li r�ar ye December 14,199' AWARDING-Vargydeefpaya.artsrs and READ NOUS ONTHIRANDRIMSELSEemt WOMB Dee. beden vat let �® oat,a Meat Connector,lit(seven I bated onto upon pepsin pawn,end x lot on hdtlpvCi Marino temponen)to to de a n.and meswaded Mown at; Appbep Ol CrhdMesign peremb to and popes haditnal to or oro.y dnem b relppur Mo or buedng codgneu.col U e de¢bndl erdene etSN te.Additive, di t ie,pm ndNNud web therabetr ll M Aura tt M MmpWary bre f N ulda adadg Owing clonsro earl b fie ,afpandbely Of Ibe,Meld. ocnno el weeecpa/MOM Merino Of the ouch(g.e*li e k 1 reeperay (( of The 05(50 hoeing a gMN01 mid kimono Indobt,g arid Gua7 oonnol.ltdeea,dea.gg raatbn oar maw,td COMN OrOri treeBv ..MW(sM,05r•ae rrperq 4p1e18te6on,Oad RIt.PI Rg ae(s Ilveatp MeareltfarWatbnrvgrpbN Ifetn Thai PIeM MauN.Lea O'OnOab Dove.Madison.W ti9719. MFreles DEC.15.1999-=•20 27AM�—�MITEK/ENS ST LOUIS NO.5Rcn P.'_ Job Truss Truss Type City Ply of Mttlynn/B NTBulderg pot J7409703 9905030 PO2GR FLOOR 2 1 I DESIGNS:2.0 UNITS: to (JGI HardPlne Inc.,Pall River,MA,0Y72TT-a 12 4.0. s3etl 1999 MiTek Industries,Inc. Fri Dec 10 09:54:0I 19'39 Page 1 I '0 I 11�.5 01373 Scale=1:50.7 244 II 2x4II 344= 4x8s= 2x4II 2x4= 3x4= 2x411 3,A= 2x411 SS= 3x6FP= 2x411 3x4= 2x411 4x6= 2x4= 2 3 4 8 8 9 0 11 12 1314 15 3 ir____q 27 rev 25E 24 23 22 21 20 19 18 17 16 3x6= 3x6= 3x8= 3x6= 3x8FP= 376= 4x6= 3x8= 4x8= 3x4= FILE COPY ,ear , 26-r0 , s f 10-04 13.702 3b-0 Piste Onsets IX,Y): Ti:afge,0-1-6J,16:9-4.1 Laoga1•IT 3:u-412,e8110.I14:0-1-$edgel,(76:edge,0-1-81,l7/:0•1-74.edgej.(1 N:U-2-Itedgel.1i9:0-r-O,edgel. 21:04-8,edgel.123:0.2.0,edge),124:0-2.8,ednp),(26:0-1-0,0-1-81,127:0-1.0,0-1.81 LOADING{path SPACING 1-7-3 CSI DEFL lin) (loc) l/defl PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.60 Verrill) -0.21 19-21 >785 M20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TU -0.3119-21 >629 BCDL 5.0 Coodde StressBOCAJANSI96 (Matrix) let LC LI Min I/defl = n/a 350 Weight 136 lb LUMBER BRACING TOP CHORD 4 X 2 SPF 2100F 1.8E TOP CHORD Sheathed Or 6-0-0 on tenter purlin spacing, except and verticals. DOT CHORD 4 X 2 SPF 2100F 1.89 BOT CHORD Rigid ceiling directly anted or 6.0-0 on caner bracing, Except WEBS 4 X 2 SPF NO.2'Except' 10.0.0 On center bracing:24-25,23-24. 6-224 X 4 DPStd, 13-174X4 DFStd, 13-17 4 X 4 DF Std REACTIONS lib/size) 25=556/0-3-8. 16=-646/0.3.8,22=1011/0.3.8,17=1685/0,3-8 Max Uplift16=767(load case 5) Max Gray 25=557(load case 2),22=1012(load case 2), 17=1748(load case 3) FORCES(lb)-Krst Load Case Only TOP CHORD 26.26=-81, 1-26=-81,16.27=-80, 15-27=-90, 1.2=-3,2-30-1162,3-4=.1162,4-5=-721, 5-6=-721,6-7=.99,7410-99,8-9=-99, 9-10=-567, 10-11 c-S57, 11-12=668,12.130668. 13-14=1564, 14-15e-3 SOT WEBS CHORD 2144-25-16e1450.2.26 907,13 183=099 2 24=439 012119=493,3245192, 11-9�934?424=3$, 114 91=5062423=-477, 70./9=.777, 5.23=•135,9-19=.25,6.23=715,9-21=-669,6.22 a-792.7-21=140,13.17 c-716, 14-17=-990 • NOTES 1)This trues has Seen checked for unbalanced loading conditions. 2)Recommend 2x6 su�o.iYbacks.on edge,spaced at 10-0-0 On center and fastened to each nun with 3-16d nails. Strongbacks to be attached to walls at their outer ends Or remelted by other means. 3)AS plates are M20 plates unbna otherwise indicated. 4)Provide mechanical conneodon(try others)of buss to bearing plate capable of withstanding 767 lb uplift at joint 16. 6I This truss has been designed with ANSITPI 1-1996 Criteria. LOAD CASES. Standard 4<t ' 'rkry 1. • Si FOX E `_ tv, .a1r.wA44.�y0Ar December 14,1995 Aw aszau.y4r{Jjrdsdpm tPensslters cad READ NOTES Off TIDO MOP RSTEItEr MDREflfl O». tense . Dent void for ow OWN craw ems(eaeneelea.Rib dean b swao only upon parameters snows,and is Ism an P,dMduoi building awnponeet se be arsbled and lopped renletey. Appbdbilly or design pp=melM and waiter Ineunporalbn or ocmponeni I reµlensbSyOF building deegrler-nOl WO designer.arose snows Is ler Iatwof wagon of xa✓rkluall web ma,nbw4 ONy.Adallbnd ramparofy Wined 10 insure stable Coed oonnnjabn Is the BM . .ugonay el nth•dial=.Acksibml prmeeerd Wading Of the ova wt ruches It me retponectpy of IM t4Sd(g dMlpner.Fop denote!guidance•pardeg bbrca+en.wary commit Canute suavely,woollen one eroding,screw smote wetly standard,Osti a 11501,g tpsclOOdbn em RIs41 '1r tletxRng[tideland OW snag aredmmrrndalb.avobblehom hum Role made,5$3D'Onohb onw,taedben,w15an9. MI U eK® tibbetts Engineering corp. RICHARD L.SaVFERA.RE.RLS. 716 COUNTY STREET ROBERT C.VERKADE,E E.R R.L.S. HENRY C.GOVONI GERARD G CH R TAUNTON, MA 02780 GERARD G.AND RESTEST,JR. FILE copy JOHN DEMELLo TELEPHONE(508)822-6934 JOSEPH DOMINGOS RICHARD A.MUNROE,R.L S. FACSIMILE(508)880-7811 E-MAIL:tectaunton@aol.com B & M Builders December 8, 1999 12 Slade Street Job No. Inst. 11-99 Somerset, MA Attn.: Bob McGlynn Re: House beam evaluation at 90 Millers Drive, Dartmouth, MA Dear Mr. McGlynn: In accordance with your request, Tibbetts Engineering Corp. has observed the existing installation of the beam and floor joist system for the new loft at the above referenced address. The following measurements were determined: The main unit is a 22' long custom-cut full size dimension 9"x 15" native Eastern White Pine beam which bears on two columns. The columns are made from spruce 2x6's nailed together. One column consists of four 2x6's and the other consisted of five 2x6's. The room end joists have been lagged to the wall studs on both sides. The floor joists which bear on this unit consist of native Eastern White Pine that are custom-cut to full size dimensions of 5"x 10" and are 16' long. The joists have been mortised into the 9x15 beam by approximately 3" on one side. Both the main beam and the floor joists appear to be No. 1 grade. The column at the staircase extends to the cellar and on-to the concrete floor. The contractor advised that there is a footing directly below the location of the cellar column which also consists of built-up 2 x 6 spruce. Based upon the measurements and observed conditions of the beam installation, we performed calculations to verify if the structure can support a minimum live floor load of 40 PSF with a dead floor load of 10 PSF and found that the beam is sufficiently sized for this floor loading. We also checked the floor joists with a 28" span and found them to also be sufficiently sized for the use intended. The first floor is supported on floor trusses and we noted that the truss had been reinforced below the column base to assure that the loading is transferred to the cellar column. Per your request, we also observed the collar ties over the loft area. These units are again custom cut native Eastern White Pine with a full size 2-1/2"x 8" size. These ties have been bolted through the wood roof rafters using 3/8" carriage bolts. Considering that CONSULTING CIVIL ENGINEERS & LAND SURVEYORS OFFICES IN NEW BEDFORD & FALL RIVER, MASSACHUSETTS • you have also installed gusset plates at the ridge for each of the roof rafters, it appears that the roof is sufficiently reinforced. We recommended that some "hurricane anchors" be installed along the entrance side of the house where the 20' long rafters intersect the wall plate. Your final request was related to the chimney. We observed that the construction of the chimney included three steel channel lintels (3-1/2"x 3-1/2"x 5/16"). The size and location of these lintels indicates that the thickness of the masonry appears to be sufficient to provide suitable protection of the wooden exterior and interior walls. We observed that the air space provided on the interior size is 3-1/2"wide and a 12"x12" flue liner has been installed. Typically, when chimneys are built against an exterior wall rather than within the wall, they do not need an air space between the masonry and the wood wall. The actual construction method could not be observed beyond what was evident within the fireplace opening. However, we did note that all cavities appear to be closed using non- combustible firestopping (brick) and dark gray mortar. We suggested that some fiberglass insulation(no paper backing)be placed in the interior 3-1/2" air space to limit the collection of dust and carbon in this area. Please feel free to contact me in our Taunton Office if you have questions or desire additional information or services. Very Truly Yours, TIBBETTS ENGINEERING CORP. PS Christopher M. White, PE CHRISTOPHER ,n Civil Engineer/Lab Director gM.WHITE CIVIL S tEC , - • { ii ' I I i CNI 25 ...-- 0-0-OC £1-C-P 1 c..4 Nr-Hci Izta' r 1 , r it '• ' Cr5) al f I I !• f - I I : i • • 1 • : Ir i• I• : I 1 : • : i r I I I.: . , r 0 f 0 0 ! 1 I I I , oi: • 1 N. i I 1 ' . i-i 1 1• T •, .: 1.1 IL IL;,LL ' r; I; ', •' II d • ' I ' • ' , '• i ,, i ' 11 .. II : I 1 • CM } • , • - is g i 1 1 i I rer „ (? 1, :w I 1 •i . f t = ! -, -••, I i Cj N : I i 1 , , 1 1 i : I c 1 I : --,4--4i---. -i-i----4- • I — ---R4't,N, II i 1 -II i ;' i 1 Irt j , 4 i . : .: :r r I i ____ir ,- Cil NI i I 11 r :1 !I 11 LiT :•t c'2c1 1 : I 1 IS 11 I 2 I 11 ;1 i 1 a)co if h I I 7,1 I I I 1 I I II II ii I < I 0 ._; 1 I C L-L-et. 6 1, 1 F I 11 , ,! 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TELEPHONE 508-999-0720 FAX 508-999-0738 { : [IT, 9 ;' ; 9: 29 2 : ZONING REVIEW /� received date p.:j0 TO: XENGINEER BOARD OF HEALTH XFILE & LOG NOTEBOOK tJ(1?- PLANNING DEPARTMENT CONSERVATION COMMISSIO OTHER PLAT LOT 13- 3(p STREET Uf 7 2 1''i SUBDIVISION NAME Hlt' AA 4a1-v LOT # — OWNER'S NAME 0 ��,t DESIGNER )4e fiL L\I-Z-Z_k_u =Ok._> CONTACT PERSON l O- - lJ ' = — DESIGNER'S SPECIALTY: PROFESSIONAL ENGINEER SURVEYOR - SANITARIAN OTHER 1. ZONING DISTRICT Proposed Use/Project 2. VACANT LOT (Yes) (No) Use complies'" (Yes) (No) 3. The site is found on a (Subdivision Plan) (ANR) (Cluster Subdivision Plan) . Form "A" Date Plan approved Plan endorsed date Lot is protected by M.G.L. Chapter 40A, Section 6 (yes) (no) (n/a) ("grandfathered"). 4. BOARD OF APPEALS action (N/A) (Required)" (On File Case it ,see decision) Comment 5. LOT FRONTAGE current required - Provided Complies (Y) (N) (M.G.L. Chapter 0A, Section 6) 6. LOT AREA current required Provided Complies (yes) (no) (M.G.L. Chapter 40A, Section*applies). 7. SETBACKS (Building setbacks-Are measured to the footprint of all habitable/occupiable space, including porches, decks, stairs, full bay windows and all fireplace/chimney projections and the like). Current Required Front P:;/ (any street side), any other sides. Provided Front i-3.' Other Complies (yes) (no). a "Grandfathered" (M. L. Chapter 40A, Section 6) minimum allowed front , sides, rear The Least setback e0` be used: rt`,� Other setbacks a -Qed (yes) (no) Exempt setbacks misting (yes) (no) Exempt setbacks ill exist (yes) (no), if yes where Exempt setbac ) occur when legally pre-existing structures are closer to lot lines than is currently allowed. A "grandfathered" setback may become an exempt setback. 8. ACCESSORY STRUCTURE(S) indicated (yes) (no). Setbacks comply (yes) (no) (n/a). (over) 9. Off-Street Parking (two spates minimum for residential per unit) complies (yes) (no). DRIVEWAY SETBACK (except common drive) minimum required . Complies (yes) (no). • 10. ELEVATIONS Top of foundation elevation Cellar slab elevation .. Water table elevation Per Test Pit # cellar drain provided (yes) (no), complies (yes) (no). Generally a 2' separation is required between cellar slab and high water table or a cellar drain must be provided per subdivision regulations. 11. PERCENT OF LOT COVERAGE AQUIFER ZONE 2 3 n/a. Zones 2 and 3 allow maximum lot coverage of 10% of lot: Lot coverage maximum allowed per Zoning District is 50% or other . Percent of coverage proposed is %. Coverage complies (yes) (no) (indicate) 12. FLOOD ZONE - F.I.R.M. Zone elev. Panel # 250051 00 dated Flood zone building requirements applicable (yes) (no). A determination .of substantial construction may be required. Comment _ 13. A CERTIFIED "AS-BUILD is required for all new construction and additions where no other 'As-Built" exists and also where additions are placed at the minimum applicable setback. The "As Built" shall also include top of foundation elevation in ACTUAL, not assumed, numbers. The "As-Built" shall be submitted before backfill or any other construction. The "As-Built" shall state conformance with applicable zoning as to placement of the structure. 14. SUBMIT further information (yes) (no). If yes, see item(s) # . 15. This project will require further review when new, revised or requested information is submitted to any agency. 16. This Zoning review does not indicate compliance with any other Agency, including, but not limited to the Massachusetts State Building Code. 17. BUILDING DEPARTMENT PERMIT(S) required (yes) (no) 18. Home Occupations have additional requirements and will require separate review. 19. N/A = not applicable ion OFFICIAL USE ONLY • • TO APPLICANT/ENGINEER _Zoning APPROVED to proceed. _Zoning APPROVED to proceed subject to submissions noted above. _DO NOT PROCEED, submit information requested above! DO NOT PROCEED, insufficient information provided, RESUBMIT! Submitted by, David J. Silveira Building Commissioner & Zoning Enforcement Officer Date APPLICANTS RESPONSE TO #14: CORRECTIONS APPROVED BY DATE ZONREV.298 drAJ f •, F/F/F= f�� � � � 206.1 .O.F.z d 205.0 loe .. yet LM I F ' r • F/B/F.= +. 97.0.' : e j 1\1 !0 CA L E "... V s L EG E himl D2 XISTING rMUrv�Lv 10--__ CONTOURS J00 �41 9 SP�Oi ELEVATION z-91•1 Fr0PERTY LINE P ------. D G E OF PAVEMENT E.P. STONE WALL WELL Q ❑ DEEP TEST F,IOLE �_-___ = •= LEACHING TRENCH PARCEL A OPEN SPACE LOT 37 9 V R faDfk�G PLAKI FINISHED GRA �12,� \916 Zoo 70•00, PROP wELL .01 10.5' - v�l i l PVC GAS BAFFLE OR EQUIVALENT LOT 35 196 I 1 1LLERS SYSTEM PROFILE NOT TO SCALE 194 192 300.00' I 1 I I I / I I 1 1 I LOT 36 \ I74,183 s.f.l I 1 \� I ,I� 05 I 6 i I \92 SIDE rqLf�� SCALE: I" = 30' �e 190 I I I I 1 \g0 199.65 / D-BOX 15' 120' MIN. 2" MIN. -END CAP 199.5 4" A- CLEAN WASHED STONE W/PEA STONE COVER 1' 38, 40, 4" SDR-35 PERFORATED PIPE (3-38' LENGTHS) OR EQUAL LEACHING AREA DETAIL NOT TO SCALE 50' r PROP. WELLROP. /oo CLEAN, COARSE PEA STONE FIN GRADE= 201.0 2 5' 5' 5' 2 5' I " _IEL. 200.0 i 4" PERF. _ EL. 199.5 PIPE 4-12~ CLEAN COARSE WASHED STONE 6" 'EL. 199.0 SAND OVERDIG 5' i i 2 MAX GROUNDWATER EL.194.0 � INTERPOLATED i PER DESIGN) I--- --------------------------- EL.ju Q--i ALL WELLS FOUND (existing or proposed) WITHIN 200' OF THE PROPOSED S.A.S. ARE SHOWN ON PLAN. 25. BASIS OF SANITARYDESIGN 5' BUILDING USAGE: Bedroo»> u l 10GPD lbedroom,,i TITLE 5 SE`'��AG E FLOW: � ;0 G P D 5' SEPTIC TANK SIZE: 1 500 Gallons 2.5' -- GARBAGE GRINDER: 'gone NVASHIN G ' IACH I \ E: Yes PERCOLATION RATE: 2 MIN/INCH DESIGN RATE: 10 MIN/INCH CLASS 1I LEACHTNTG FIELD: BOTTOM AREA: 15 Ift. (xvidth) x 40 n. (length) = 600 SYSTE.N1 CAPACITY': 600sq•ft x 0.60 �Pd�sq•fr• - 3GO �Pd . DEEP TEST PIT INFO RIM PERFORMED BY: KEN FORTIER WITNESSED BY: SUE GRIFFIN DATE 3-14-89 TP 221 (EL E V. = 196.4) TP 222 (ELEV. = 195.3) 0" - 30"' LOAM a SUBSOIL 0" - 44" LOAM $ SUUBSOIL 30" - 796' TIGHT SANDY SILT 44" - 185" TIGHT SALTY SAND 8 STONES 7 9 "" - 185" TIGHT SILTY SAND, STONES 185" - 238" SILTY COARSE SAND S STONES WELL GRADED SAND, GRAVEL PERC-T'AKE1%%! @ 208" (ELEV.-= 177.9 STONES lac �) Tom �•� (El FOI;JND A(ELEV.=GROUNDWATER FOUND AT 204 (ELEV, . �g,4 T 216 177.3) ADD 3' C ADD 3' HANDICAP A HANDICAP SOIL EVALUATIONS: DATE(S): 1!27,99 - 1128/99 PERFORMED BY: Kenneih E. Fortier NVITNESSED BY: Susan Griffin DEEP OBSERVATION HOLE L.-OG TP # 436A (Elevation = 197.0 ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munsell) Mottling Boulders, Consistency, % Gravel (Inches) 0 - 4" O 4 - 8" A Sandy Loam 10YR3/4 Fine, Friable 8 - 33" B Sandy Loam 2.5Y5/6 Fine, Firm 33 - 64" C, Sandy Loam 10YR5/6 Mottles Firm, Silt deposits @ 36" 2.5Y7/2 2.5Y516 2.5Y6/6 64 - 92" C2 Loamy Sand 2.5Y6/4 Firm, Gravelly Silt deposits, cobbles and stones BEDROCK DEPTH = NONE AT 128'• ELEVATION SEEPAGE DEPTH = None ELEVATION = 186.3 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36" ELEVATION = 194.0 DEEP OBSERVATION HOLE LOG TP # 436B (Elevation = 196.3 Depth from Soil Soil Texture Soil Color Soil Other. Structure, Stones, Surface Horizo (USDA) (Munselo Mottling [Boulders, Consistency, % Gravel (Inches) n 0-2•• O 2 - 8" A Sandy Loam 10YR3/4 Fine, Friable 8 -30 B Sandy Loam 2.5Y5/6 Fine, Firm 30 - 60" C, Sandy Loam 10YR5/6 Mottles Firm, Silt deposits @ 36" 2.5Y7/2 2.5Y5/6 2.5Y6/6 60 - '128" C2 Loamy Sand 2.5Y6/4 Firm, Gravelly Silt deposits, cobbles and stones BEDROCK DEPTH = NONE AT 128" ELEVATION = 185.63 SEEPAGE DEPTH = None ELEVATION = 185.63 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36" ELEVATION = 193.3 GENERAL NOTES: new construction': The sanitary sewage disposal system shown hereon shall be CCNSTRUCTED IN ACCORDANCE: with the requirements of 1995 310 CMR 15 (TITLE V) of the Sta►e F'`''�onmental Code and local Board of Health regulations. Any MODIFICATION TO THIS DESIGN must be approved in writing by the engineer and the local Board of Health prior to implemerta;ior ? Contractor shall verify and check the BENCHMARK(S) as shcNn on ;`�:s plan prior to construction of the proposed system. 1 . Notify the local Board of Health when the system is ready for INSrECTION, prior to any backfill ng. if CONFIRMATION OF CONSTRUCTION (as -built) is re uir�j by an engineer, 3 day advc- need notification is required for the survey. DEEP TEST HOLE INFORMATION indicates soil condition, pe ; olatlon rate, and water table elevation at the time and location of actual testing and should be ver, ied at the time of construction. The contractor shall notify the local Board of Health if GROUP DWATER or PERCHED WATER is encountered at a higher elevation than indicated on this desic"' plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be raised but NOT LOWERED without the consent of the engineer. i b. Unless specified in the Basis of Sanitary Design, this system is ti'OT designed for the use of a garbage grinder or other high water usage devices. 7. Where the building sewer pipe exits the foundation ABOVE the basement floor, an effluent a grinder pump conforming to 310 CMR 15.229 may be used to discharge A VOLUME OF LESS THAN 25�Ao OF THE DESIGN FLOW from any future basement bathroom / sir;'< facilities. 8. If any components of the proposed system are specified as F✓ .-AV' DUTY, those components shall conform to all state and local requirements for ASSHTO H-20 goading. C. The SEPTIC TANK shall be 1500 gallons minimum, unless othewise specified on this design plan,, and fitted with PVC schedule 40 INLET TEE and OUTLET TEE k','lTH GAS BAFFLE of proper length. Septic tank construction shall conform to 310 CMR 15.225. ; SEPTIC TANK OUTLET COVi=R is to built up to within 6" of the finished grade unless otherwls�; . ecified on this design plan. 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAMBER (i any) shall be placed on a 6" minimum compacted GRAVEL BASE to prevent heaving or settling. ALL SEAMS ARE TO BE WATERTI BHT, sealed with asphalt cement or other cement suitable for that s("Pcific component. 1 EXCAVATE ALL UNSUITABLE MATERIAL within five feet hor.I-ontally of the leaching area from the pea stone cover down to elev._179.0 (198 inches below the ori?inal existing grade.) Excavatior, may be required to extend deeper if uniform suitable material is not encountered. See notes 11 a & 1 b. 1 1a. SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA shall. conform t:) 310 CMR 15.246 & 15.247. 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL designated C-i ►he plan shall conform to Construction in Fill requirements as outlined in 310 CMR 15.255 (1-6). 12. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching area c uring installation. RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil bc-;se or sand/stone bed during system installation. 13. TANK SEAMS, riser connections (if any), and all plumbir9 joints are to be installed 100% WATERPROOF. ALL JOINTS MUST BE WATERTIGHT, see' �d with rubber joints, cement or other suitable sealer for that specific component. Any groundwater c' surface water entering the system will severely limit the life span of the leaching area. 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall ':)e constructed of 4" solvent weld SCH 40 PVC, The twin 90 degree elbows comprising the "U" shall r,ot be glued. Any D-box vent pipe shall utilize an inlet knockout. Vent to extend 24" min. above propcsed grade. 15. RESERVE AREAS that are shown within 25' of property lines may require impervious barriers to be installed (to conform to side slope requirements) during the ir,%tallation of the future reserve. 16. For RESERVE AREAS that may be required to be installed at higher elevation than the primary, area (due to any naturally occurring slopes in the topography), ether a pump system or elevating the building sewer & tank may be necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 inches of 17nished grade and capped with a SCH 40 threaded clean out fitting. 18. ANY VENTS shown shall be constructed of 4" Sch. 40 PVC. T'e twin 90 degree elbows on top a)f the vent shall NOT be glued, allowing future inspection access. SF, -et metal screws are recommended to prevent unauthorized entry. Horizontal lengths of vent piping s gall be sloped up toward the vent Any vents shown connected to the Distribution Box are to utilize ar, unused D-BOX INLET opening. BOARD OF HEALTH, STAMPS BOARD OF HEALTH STAMPS � k; SEPTIC SYSTEV, DESIGN PLAK! '. OWNER: ROOPERT KFOURY ASSESSORS MAP & LOT: Ml�P '�O, LOi' I446(t."ILLERS7 STREET LOCATION: P�ILLERS DRIVE FARM) ENGINEERING FIRM: Kenneth R. Ferreira Engina#ering,Inc. 46 Foster Street, Nevi Bedford, Ma. 02740 TeL (508) 992-0020 Fax: (506) 992-3374 DATE: 1-20-99 Scale: 1= ;30'. CONTACT PERSON: KEVIN SILVA ADDRESS: TEL: SAME AS ABOVE �.� n'SE 6514.36 TOWN'OF DARTMOUTH U°` I` "C r 7: 30 BUILDING DEPARTMENT TELEPHONE 508-999-0720 FAX 508-999-0738 ZONING REVIEW received date TO: XENGINEER BOARD OF HEALTH XFILE & LOG NOTEBOOK PLANNING DEPARTMENT CONSERVATION COMMISSION OTHER PLAT 70 LOT 13-3G STREET Millers Drive SUBDIVISION NAME Millers Farm LOT # 3(C7 OWNER'S NAME Robert Kfoury __ DESIGNER Kenneth R. Ferreira Engineering, Inc. CONTACT PERSON Kevin Silva 0- �ESIGNER'S SPECIALTY: X PROFESSIONAL ENGINEER X SURVEYOR SANITARIAN OTHER f!r I rt; ltMINc DISTRICT SRB Proposed use/Project Single family dwelling a.. 2) VACANT LOT @ (No) Use complies 0 (No) 4- 3,. The site is found on a 6bdivision nee) (ANR) (Cluster SubdivjgignJ1An) . Form "A" Date Plan approved — Plan endorsed date 1111//LL I CC . Lot is protected by M.G.L. Chapter 40A, Section 6 10 (no) (n/a) ("grandfathered"). �'-- BOARD OF APPEALS action 41231 (Required) (On File Case N ,sea.-decision) Comment • 5 LOT FRONTAGE current required 200 ft Provided 15n.nn ff Complies®{+q 4M.C.L.. Chapter 40A. 5rtt+nn.4). • 6. LOT AREA current required 80,000 sf Provided -11(4p, I 3 Complies )) 4rnr�� (M.G.L. Chapter 40A, Section 6 applies). 7.-. SETBACKS (Building setbacks are measured to the footprint of all habitable/occupiable space, including porches, decks, stairs, full bay windows and all fireplace/chimney projections and the like). Current Required Front 60 ft (any street side), 20 ft any other sides. Provided Front 70 t{ Other 0 t} Complies (yes) (no). "Grandfathered" (M.G.L. Chapter 40A, Section 6) minimum allowed front 30 , sides, 10 rear 30 . The least setback may be used: Other setbacks allowed e3)7(+444- Exempt setbacks existing (yea4-iCN)_ Exempt setbacks will exist ,O , if yes where Exempt setback(s) occur when legally pre-existing structures are closer to lot lines than is currently allowed. A "grandfathered" setback may become an exempt setback. 8. ACCESSORY STRUCTURE(S) indicated (yes) (no . Setbacks comply (yes) (no) M . 9. Off-Street Parking (two spaces minimum for residential per unit) complies es (no). DRIVEWAY SETBACK (except common drive) minimum required S . Comp its e (no).10. Top of foundation „�r.. 0 Top of foundation elevation �nVJ. V Cellar slab elevation 1 9 7, 0 I ' 2� /� Water table elevation �� I 14. 0 Per Test Pit 11 LI �G A cellar drain provided (yes) Eno , complies ® (no). Generally a 2' separation is required between cellar slab and high water ta�ISSTTe or a cellar .rain must be provided per subdivision regulations. 11. PERCENT OF LOT •• a• .E AQUIFER ZONE 2 3jlas Zones 2 and 3 allow maximum lot .verage of 10X of jot: Lot coverage maximum allowed per Zoning g sjjrict i Oar other . Percent of coverage proposed is Co. 5( X. Coverage complies $10 (no) (indicate) 12. FLOOD ZONE - F.I.R.M. Zone C elev. Panel N 250051 00 15B dated �� 83 Flood zone building requirements applicable (yes) (rip. A determination of substantial construction may be required. Comment 13. A CERTIFIED "AS-BUILT" is required for all new construction and additions where no other "As-Built" exists and also where additions are placed at the minimum applicable setback. The "As Built" shall also include top of foundation elevation in ACTUAL, not assumed, numbers. The "As-Built" shall be submitted before backfill or any other construction. The "As-Built" shall state conformance with applicable zoning as to placement of the structure. 14. r-JBMIT further infcrmation ' g . If yes, see item(s) N . 15. This project will require further review when new, revised or requested information is submitted to any agency. 16. This Zoning review does not indicate compliance with any other Agency, including, but not limited to the Massachusetts State Building Code. 17. BUILDING DEPARTMENT PERMITS) required e) finer • 18. Home Occupations have additional requirements and will require separate review. / - N/A = not applicable 4 OFFICIAL USE ONLY TO APPLICANT/ENGINEER Zoning APPROVED to proceed. Yoning APPROVED to proceed subject to submissions noted above. SNOT PROCEED, submit information requested above! --DoiCt PROCEED, insufficient information provided, RESUBMIT! • Submitted by, David J. Silveira Building Commissioner E • Zoning Enforcement Officer DateAPR 0 1 1999 APPLICJUITS RESPONSE TO #14: • • CORRECTIONS APPROVED BY DATE F/F/F= . N---" 20G.1 r R .a.F. of e-01 205.0 '000, �s Y ;� i • F/8/F.= 97.0.E w* for LO C 2 : 1• • US f AAP N1071 1`0 SCALE LEGEND EXISTING PROPOSED 100CONTOURS Jo0 91X9 SPOT EL! -VATION .-�•91.1 PROPER1 Y LINE E?_ --EDGE OF PAVEMENT E.P. STONE WALL �•: WELL O ❑ DEEP TEST HOLE LEACHING TRENCH LOT 37 �appilkv�,�l{�G PLR:f� SCALE: I" = 30' 12" • ' PVC -` GAS BAFFLE a- 10' ' • ''• OR EQUIVALENT ;� • -t 10.5' - 1 . I PARCEL A OPEN SPACEry \98 I ,LpO 70.00' J/ PROP WELL , ; ) � 0000-1 LOT 35 ILLER� SITE E'LAKI, SCALE: I" = 30' SYSTEM PROFILE NOT TO SCALE �94 192 300.00' ' 1 I I 1 I LOT 36 \ I74,183 s.f.l 1 i 190 I I I I 199.65 D-BOX I5' - i40 2" MIN. -END CAP 199.5 4" -12" CLEAN WASHED STONE W/PEA STONE COVER I' 38' 40' 4" SDR-35 PERFORATED PIPE (3-38' LENGTHS) OR EQUAL LEACHING AREA DETAIL NOT TO SCALE 501 15' r PROP. WELL ioo CLEAN, COARSE PEA STONE FIN GRADE= 201.0 5, 5' 2.51 1LI " DEL. 200.0 14" PERF.0 EL. 199.5 PIPE 1 3'Iz~ CLEAN COARSE WASHED STONE 6" 'EL . 199.0 5' -- +..- 5' ---� - SAND OVERDIG 5' 2' I EL.194.0MAX GROUNDWATER � I(INTERPOLATED 1 PER DESIGN) I l-------------------------------- EL.J7-9..0__I 25. BASIS OF SANITARY DESIGN END CAP 5' BL'ILDING USAGE: 3 Bedroom u; 1 1 OGPD bedroom (tyP•) TITLE 5 SE`N'AGE FLOW: 30 GPD 5' SEPTIC TANK SIZE: 1 ;00 Gallons 2.5' GARB AGE GRINDER: 'gone WASHING NIACI-HINE: Yes PERCOLATION RATE: 2 MIN/INCH DESIGN RATE: 10 MIN/INCH CLASS II LEACHTNG FIELD: BOTTOINI AREA: 15 ft. (%vidth) x 40 n. ()engt:h) = 600 sc-.ft SYSTE.N1 CAPACITY: 600 sq•fix 0.60 gpd./sq.f! 360 Lpd ALL WELLS FOUND (existing or proposed) WITHIN 200' OF THE PROPOSED S.A.S. ARE SHOWN ON PLAN. DEEP TEST PIT INFORIMIATION PERFORMED BY: KEN FORTIER WITNESSED BY: SUE GRIFFIN DATE: 3-14-89 TP 221 (ELEV. = 196.4) TiP 222 (ELEV. = 195.3) 0" - 30" LOAM a SUBSOIL 0" - 44" LOAM $ SUBSOIL 30" - 79" TIGHT SANDY SILT 44"' - 185"' TIGH,17 SILTY SAND a STONES 79" - 185" TIGHT SILTY SAND, STONES 185" - 238" SILZF Y COARSE SAND a STONES WELL GRADED SAND, GRAVEL PERC-T4KEN 208"(ELEV.= '`177.s1) STONES PERC TOKEN a Wof (�v.g79.9 GROUNDWATER FOUND AT "GROUNDWATEf�: FOUND A _ R 204 tEtFv,, ��.4) T 216 (ELEV. 1 r7.3) ADD 3' HANDICAP ADD 3' HAND11CAP SOIL EVALUATIONS: D ATE(S): 1 /271199 - 1 /28/99 PERFORMED BY: Kenneth E. Forier WITNESSED BY: Susain Griffm DEEP OBSERVATION HOLE LOG FF TP # 436A (Elevation = 197.0 i Depth from Soil Soil Texture Soil Color Soil Other. Structure, Stones, Surface Horizon (USDA) (Munsell) Mottling, Boulders, Consistency, % Gravel (Inches) 0 - 4" O 4 - 8" A Sandy Loam 10YR3/4 Fine, Friable 8 - 33" B Sandy Loam 2.5Y5/6 Fine, Firm 33 - 64" C, Sandy Loam 10YR5/6 Mottles Firm, Silt deposits @ 36" 2.5Y7/2: 2.5Y5/6 2.5Y6/6, 64 - 92" C2 Loamy Sand 2.5Y6/4 Firm, Gravelly Silt deposits, cobbles and stones BEDROCK DEPTH = NONE AT 128" ELEVATION = 186.3 SEEPAGE DEPTH = None ELEVATION = 186.3 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 36"' ELEVATION = 194.0 DEEP OBSERVATION H TP # 436B (Elevation = 191 Depth from Soil Soil Texture Soil Color So Surface Horizo (USDA) (Munsell) Mott (Inches) In 0-2" O 2-8" A Sandy Loam 10YR314 8 - 30" B Sandy Loam 2.5Y5/6 30 - 60" C, Sandy Loam 10YR5/6 Mot @2 2.5N 2.5Y 2.5N 60 - 128" C2 Loamy Sand 2.5Y6/4 BEDROCK DEPTH = NONE AT 128" lSEEPAGE DEPTH = None t_ESTIMATED SEASONAL HIGH GROUNDWATER. DEPTH = GENERAL NOTES: new construction: The sanitary sewage disposal system shown hereon shalt be CONSTRUCTED IN ACCORDANCE with the requirements of 1995 310 CMR 115 (TITLE V) of the .,ate Environmental Code and loi,al Board of Health regulations. Any MODIFICATION TO THIS D SIGN must be approved in writing by the engineer and the local Board of Health prior to impleme-Y"ion. 2. Contractor shall verify and check the BENCHMARK(S) -s shown on this plan prior to construction of the proposed system. 3. Notify the local Board of Health when the system is readN for INSPECTION, prior to any backfilling. If CONFIRMATION OF CONSTRUCTION (as -built) is oquired by an engineer, 3 day advanced notification is required for the survey. 4. DEEP TEST HOLE INFORMATION indicates soil conditicn. percolation rate, and water table elevation at the time and location of actual testing and should t'e verified at the time of constrL ction. The contractor shall notify the local Board of Health if C=ROUNDWATER or PERCHED WATER is encountered at a higher elevation than indicated on this design plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be raised but NOT LOWERED without the consent of the engineer. o. Unless specified in the Basis of Sanitary Design, this sys'I is NOT designed for the use cf a garbage grinder or other high water usage devices. Where the building sewer pipe exits the foundation ABOVE the basement floor, an efflueit a grinder pump conforming to 310 CMR 15.229 may be used to dis: harge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any future basement bathroom / sink facilities. 8. If any components of the proposed system are specifiec as HEAVY DUTY, those compc nents shall conform to all state and local requirements for ASSHTO H-20 loading. i °. The SEPTIC TANK shall be 1500 gallons minimum, unles � otherwise specified on this desic n plan, and fined with PVC schedule 40 INLET TEE and OUTLET EE V,.11TH GAS BAFFLE of prcper length. Septic tank construction shall conform to 310 CMR 15.2=F SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished grade unless othen'05'5e specified on this design plan. 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAIV►IER (if any) shall be placed on a ti" minimum compacted GRAVEL BASE to prevent heaving or settlinc. ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt cement or other cement suitable for "',hat specific component. . EXCAVATE ALL UNSUITABLE MATERIAL within five fE,t horizontally of the leaching ar(:a from the pea stone cover down to elev.,-(198 inches below -)e original existing grade.) Excavation may be required to extend deeper if uniform suitable material is not encountered. See notes 11 a & 11 b. 11a. SOIL PREPARATION PROCEDURE FOR THE LEACN',NG FACILITY AREA shall. conform to 310 CMR 15.246 & 15.247. 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL design-ated on the plan shall conform to Construction in Fill requirements as outlined in 310 CMR 15.255 (1-61 12. No HEAVY EQUIPMENT shall be run over the components or the prepared leaching ;area during installation. RUBBER TIRE MACHINERY are not to be ci iven over the prepared natural roil base or sand/stone bed during system installation. 13. TANK SEAMS, riser connections (if any), and all pl'•imbing joints are to be inst�Illed 100% WATERPROOF. ALL JOINTS MUST BE WATERTIGH sealed with rubber joints, cement or other suitable sealer for that specific component. Any groundv• ter or surface water entering the system will severely limit the life span of the leaching area. 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvent weld SCH 40 PVC, The twin 90 degree elbows comprising the "U" r-hall not be glued. Any D-box vent pipe shall utilize an inlet knockout. Vent to extend 24" min. above proposed grade. 15. RESERVE AREAS that are shown within 25' of property- lines may require impervious barriers to be installed (to conform to side slope requirements) during .he installation of the future reseive. 16. For RESERVE AREAS that may be required to be installed at a higher elevation than the p 'imary area (due to any naturally occurring slopes in the topograp'iy), either a pump system or elevating the building sewer & tank may be necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 inches of finished grade and capped 1vith a SCH 40 threaded clean out fining. 18. ANY VENTS shown shall be constructed of 4" Sch. 40 P`JC• The twin 90 degree elbows on top of the vent shall NOT be glued, allowing future inspection acre.es. Sheet metal screws are recorr,mended to prevent unauthorized entry. Horizontal lengths of vent pir in9 shall be sloped up toward the vent. Any vents shown connected to the Distribution Box are to utilize an unused D-BOX INLET op(!ning. z i BOARD OF HEALTH STAMPS i P.E. STAMP F P.L.S. STAMP -qk of �qs KENIVETH R. -4 FERREIRA n o. N287t 6 � Q ' RFG+sty- �L BOARD OF HEALTH ",TAMPS A F1TWn .0 T I P F�7 '�' if VFW; �-I A" 5ange inet, E4ifiatm L4 OR f ]D,.c of. � °:�inVe APR 1.1999 SEPTIC SYSTEh4 DESIGN PLAID OWNER: ROOBERT KFOURY ASSESSORS YAP & LOT: MAP 70%e Lv'g%T 15"-*4"G(t.1-ILLERS S10-REET LOCATION:MILLERS DRIVE f!'ARV) ENGINEERING FIRM: .Kenneth R. Ferreira Engineering,Inc. 46 Foster Street, New Bedford, Ma. 0274,0 TeL (508) 992-0020 Fax: (508) 992-3374 DATE: 1-20-99 Scale: 1= 30'. CONTACT PERSON: KI'VINSILVA_ ADDRESS: TES: SAME AS ABOVE SE 6514.36 �d 110*0 ' ,,.••.� F/F/F= 205.1 t FINISHED GRADE= 202.4 ` 1 20q .0 0.82 1211 ••• • .� 20) 12 199 _ ! :Pf v : ra ► ; ; c' .1' r ' w r • ' •,�•� 'r " : ► ' ;�'• y;.'•t :, • : P - TF 19 9.7 2 _ I ' S - 0.02 G" UOUtD LEVEL r-o H, ; L_25' S= 0.01 100 -D OX •,• * '., MIH. MIN.IL •�. ♦ '. 4 �j 1 .j • F/B/F.= 451 1500 GAL SEPTIC TANK , 4.25 . PVC j. 10-GAS BAFFLE OR EQUIVALENTSYSTEM PROFILE. � � • •j.i�•.::.:.�.•..;.,.•:,���;,:••;,►:.� .�; ;�;.•:--� c NOT TO SCALE 10.5"US 1�i A P N C' 001w � SCALE �w- LO 0 �.. L EG E 11NA D EXISTING 100CONTOURS l00 sl x 9 SPOT EI-EVATION •'-=-91.1 PROPERTY LINE E.'_ `DGE OF PAVEMENT E?. _ STONE WALL WELL • 0 ❑ DEEP TEST HOLE LEACHING TRENCH LOT 37 BENCHMARK: TOP OF HUB/TACK ELEV.- 198.47 a PROPOSED r50 / SEf C PLAr" SCALE: I" = 30' PARCEL A OPEN SPACE jyq ZOO 70•00, _ - - �- PROP SELL ; ; 1 J LOT 35 196 192 300.00' ' 1 I l 1 1 I LOT 36 41183 s.f.7l f"-% a SKI VI: Sit � PLAR SCALE: I" = 30' � 190 I 1 I I I IN15_HED GRADE= D-BOX 15' 4" A- CLEAN WASHED STONE W/PEA STONE COVER 40' 4" SDR-35 PERFORATED PIPE (3-38' LENGTHS) OR EQUAL LEACHING AREA DETAIL NOT TO SCALE 15' r PROP. WELL CLEAN, COARSE PEA STONE FIN GRADE= 201.0 2.5' 51 51 2.5' 1 EL. 200.0 4" PERF.O. 10 _ EL. 199.5 PIPE 4-12» CLEAN COARSE WASHED STONE 6" _ 'EL. 199 .0 / 1 9 5' SAND OVERDIG 5' i W : 1 � MAX. G UND ATER EL 194.0INTERPOLATED PER DESIGN) i I--- ---------------------------EL.1.89.5__, 2 5, BASIS OF SANITARY DESIGN END CAP 5BUILDING USAGE: 3 Bedroom uD l l OGPD bedroom (typ•) _ , TITLE 5 SE`'�.�GE FLO�'� : � �0 GPD 5' SEPTIC TANK SIZE: 1500 Gallons 2.5' GARB AGE GRINDER: None I' NNIASHING MACHINE: Yes PERCOLATION RATE: 2 MIN/INCH DESIGN RATE: 10 MIN/INCH CLASS II LEACHING FIELD: BOTTOINI AREA: 15 ft. (width) x 40 fft. (len _th) = GOO sq•:ft SYSTE.N1 CAPACITY': 600sq•ft x 0.60 gpd/sq•J'i• = 360 pd ALL WELLS FOUND (existing or proposed) WITHIN 200' OF THE PROPOSED S.A.S. ARE SHOWN ON PLAN, DEEP VEST PIT 11 IF R ATI DI PERFORMED BY: KEN FORTIER WITNESSED BY: SUE GRIFFIN DATE: 3-14-89 TP 221 (ELEV. = 196.4) 'TP 222 (ELEV. = 195.3) 0" - 30" LOAM a SUBSOIL 0" - 44•' LOA A S SUBSOIL 30" - 79" TIGHT SANDY SILT 44'• - 185"' TIGHT SILTY SAND a STONES 79"' - 185"' TIGHT SILTY SAND, STONES 185" - 238" SILTY COARSE WELL GRADED SAND GRAVEL SAND a STONE. � � PERC_ � �QKEN � 208 (ELEV.. 177 9"� STONES Pic To�N Q rss- • ) •, (El - FOUND •• - GROUNDUATER FOUND AT 204 tEi.Fv,. rr9.4) R ND AT 216 (ELEV. _ 177.3) ADD 3' HANDICAP ADD 3' HAN[DICAP SOIL EVALUATIONS: D ATE(S): 1 /27; 99 - 1 /28/99 PER.FOR IED BY: Kenneth E. Fortier WITNESSED BY: Susan Griffin DEEP OBSERVATION HC)LE LOG TP # 436A (Elevation = 197• p ) Depth from Soil Soil Texture Soil Color Soil Other: Structure, Stones, Surface Horizon (USDA) (Munsell) Mottli►rlg Boulders, Consistency, % Grave.l (Inches) 0 - 4" O 4 -8 A Sandy Loam 10YR3/4 Fine, Friable 8 - 33" B Sandy Loam 2,5Y5/6 Fine, Firm 33 - 64" C, Sandy Loam 1 OYR5/6 Mottlre�s Firm, Silt deposits @ 3E"' 2.5Y7'12 2.5YS ►6 2.5YCi'/6 64 - 92" CZ Loamy Sand 2.5Y6/4 Firm, Gravelly Silt deposits, cobbles and stones BEDROCK DEPTH = NONE AT 128" ELEVATION = 186.3 SEEPAGE DEPTH = None ELEVATION = 186.3 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 3ts" ELEVATION = 194.0 DEEP OBSERVATION HC1LE LOG TP ## 436B (Elevation = 196..3 ) Depth from Soil Soil Texture Soil Color Soil' Other: Structure, Stones, Surface Horizo (USDA) (Munselo Mottfling Boulders, Consistency, % Gravy/ (Inches) n 0-2" O 2 - 8" A Sandy Loam 10YR3/4 Fine, Friable 8 - 30" B Sandy Loam 2.5Y5/6 Fine, Firm 30 - 60" C, Sandy Loam 10YR516 Motthrs Firm, Silt deposits @ 36, 2.5Y?'12 2.5YE ►6 2.5YC;/6 60 -128" CZ Loamy Sand 2.5Y614 Firm, Gravelly Silt deposits, cobbles and stones BEDROCK DEPTH = NONE AT 128" ELEVATION = 185.63 SEEPAGE DEPTH = None ELEVATION = 18 5.6 3 ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 3cs" ELEVATION = 193.3 REVISED 04/23/99 HOUSE STYLE AND EXCAVATION DEPTH K.J.S. GENERAL NOTES: new construction: The sanitary sewage disposal system shown hereon sh�Il be CONSTRUCTED IN ACCORDANCE with the requirements of 1995 310 CMR 15 (TITLE V) of the State Environmental Code and local Board of Health regulations. Any MODIFICATION TO THIS i)ESIGN must be approved in writing by the engineer and the local Board of Health prior to implement2tion. 2. Contractor shall verify and check the BENCHMARKS` as shown on this plan prior to ci)nstruction of the proposed system. 3. Notify the local Board of Health when the system is rea�Y for INSPECTION, prior to any backfilling. if CONFIRMATION OF CONSTRUCTION .(as -built) is required by an engineer, 3 d?y advanced notification is required for the survey. 4. DEEP TEST HOLE INFORMATION indicates soil condi 'on, percolation rate, and water t2ible elevation at the time and location of actual testing and shoulc be verified at the time of construction. The contractor shall notify the local Board of Health if GROUNDWATER or PERCHED WATER is encountered at a higher elevation than indicated on th';s design plan. 5. TOP OF FOUNDATION, BASEMENT and FIRST FLOOR elevations may be rat;►ed but NOT LOWERED without the consent of the engineer. 6. Unless specified in the Basis of Sanitary Design, this system is NOT designed for the usE of a garbage grinder or other high water usage devices. 7. Where the building sewer pipe exits the foundation AEOVE the basement floor, an effluent a grinder pump conforming to 310 CMR 15.229 may be used to c'scharge A VOLUME OF LESS THAN 25% OF THE DESIGN FLOW from any future basement bathrc,,)m / sink facilities. 8. If any components of the proposed system are specified as HEAVY DUTY, those components shall conform. to all state and local requirements for ASSHTc) H-20 loading. °. The SEPTIC TANK shall be 1500 gallons minimum, unless otherv.,Ise specified on this de: ign plan, .and . fitted with PVC schedule 40 INLET TEE and OUTLE TEE WITH GAS .BAFFLE of p -oper length: Septic tank construction shall conform to 310 CMR 15.226. The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished grade unless otherwise specified on this design pl 'an. 10. SEPTIC TANK, DISTRIBUTION BOX, and PUMP CHAhiBER (if any) shall be placed on a6. minimum compacted GRAVEL BASE to prevent heaving or settling• ALL SEAMS ARE TO BE WATERTIGHT, sealed with asphalt cement or other cement suitable fc that specific component. 11. EXCAVATE ALL UNSUITABLE MATERIAL within five ''aet horizontally of the leaching area from the pea stone cover down to elev.:189.5 ( .72'Inches belo\%, the original existing grade.) Ex(:avation may be required to extend deeper if uniform suitable materi'1 is not encountered. See notes 11 a & 11 b. 11 a. SOIL PREPARATION PROCEDURE FOR THE LEAC'-lING FACILITY AREA shall . cc,nform to 310 CMR 15.246 & 15.247. 11 b. Any EXCAVATION OF UNSUITABLE MATERIAL desicnated on the plan shall conform tc Construction in Fill requirements as outlined in 310 CMR 15.255 (1-5)- 12. No HEAVY EQUIPMENT shall be run over the comp�nents or the prepared leachinc area during installation. RUBBER TIRE MACHINERY are not to be driven over the prepared natural soil base or sand/stone bed during system installation. 13. TANK SEAMS, riser connections (if any), and all ,Iumbing joints are to be in;ltalied 100% WATERPROOF. ALL JOINTS MUST BE WATERTIGI;T, sealed with rubber joints, cernent or other suitable sealer for that specific component. Any groundNvater or surface water entering the system will severely limit the life span of the leaching area. 14. ANY LEACHING AREA (OR PUMP CHAMBER) VENTS shall be constructed of 4" solvclnt weld SCH 40 PVC, The twin 90 degree elbows comprising the "Ushall not be glued. Any D-box vent pipe shall utilize an inlet, knockout. Vent to extend 24" min. abo\-? proposed grade. 15, RESERVE AREAS that are shown within 25' of property lines may require impervious harriers to be :nstalled (to conform to side slope requirements) durin_; the installation of the future reserve. 16. For f�-SERVE AREAS that may be required to be inst-led at a higher elevation than the primary area (due to any naturally occurring slopes in the topogrrahy), either a pump system or elevating the building sewer & tank may be necessary. 17. ANY CLEAN -OUTS shown shall extend to within 3 inc'!es of finished grade and cappeci with a SCH 40 threaded clean out fitting. 18. ANY VENTS shown shall be constructed of 4" Sch. 40 1-VC. The twin 90 degree elbows 'on top of the vent shall NOT be glued, allowing future inspection access. Sheet metal screws are reccmmended to prevent unauthorized entry. Horizontal lengths of vent ' ipin9 shall be sloped up toward 0e vent. Any vents shown connected to the Distribution Box are to u'ilize an unused D-BOX INLET o'Dening. BOARD OF HEALTH STAMPS ENGINEERS E T1 N 9. CERTIFICITION1BO��RD QE HEALTH INSP PLANC 0 REQUIRED `THEN EXCAVATED STATEMENT REQUIRED ' """; ,""^'1R � �•. --+ •d- ram'; • CONSTRUCTION OF THIS SEPTIC SYSTEM' Hier MUST 5to• BE COMPLETED WITH THREE�� �; �� , of Garbs.YEARS OF THE DATE F APPR V L07• �� f i tF rt r. r ottler of - �; O .-BOAR D OF HEALTH STAMPS t;k .. THE APPROkIAE BY THIS OFF 'E - s r: ELEVAI !0 S MUST NOT LDOES NOT GUARANTEE EFFECTIVENESS OF ANY) `g 1 --CHANGED WWI �OUI OA2 M � • INSTALLATION ° � DARTMiOUTH BOARD OF HEA: ► HHEAUH � iPPROVIAL ��' fig �A A �pp�U P. E. STAMPSEPTIC SYSTEN/i DESIGKI 8PwkL1o1'V'1 " OF Ss�-em^Ur%Y .� OWNER: ROBERT Kry K KENNETH R. FERRYR� 1 LOT 1 ®7 MILLERS ASSESSORS MAP & LOT. 10. 3• 114 Fe A R . DIRRIVr _ �is ILLSTREET LOCATION . P. L.S. STAM P OE KENNETH y�N 0 R. FERRE IAA u, No. 26716 SAL LpNp`� ENGINEERING FIRM: Kenneth R. Fira Engineering, Inc � ? 4 erre 46 Foster Street, New Bedford, Ma.,,.. �024.0, TeL (608) 992-0020 Fa'(508) 992-3374 DATE: 1.20- 99 Scale: I= 30'. CONTACT PERSON: i\"EVIN SILVA ADDRESS: TES: SAME AS ABOVE SE G514,036 % 4L Lr_ Ir # r I0. jp ir 7 cr errht 7,' low. Z or, 4w J7 ? x i jr-loo h: Un < 12 0 CD 01 f -via r X �4 4KAL 4 c... .... . 77 . el �4; 4� 3 fT , 151 j7. '7 4 'A T3p oo" A.7 Alt �4 'A Poo` Z4 .00< r7) 4fPo `7 4Z oo V"� 4F W, ��7 Z-1 YOUR DRA' �\LP VVING MUST BE AT THE BUI DING DURING THE PROGRESS OF THIS WORK. O.Town o.f Dartmoutla- I ul, [7 r M RW, U IR POLMED. c 'CRE IS ON Be 11 11k, FORE tOf This E 0 rs Pi t 1-4 �j '17. 4W �7 , 3. K., E T q L OUVT p LL 0 F. �p Z' z 00 4 p CC Cc 0c Q Z Z-< 41 .0 . . . < rr x, 7. 2nd FLOO R J 0-1 STS. ad' -11360 Q; PSF Dead- L co -PSF Li v e. Load 10 W., 0 axe S Pfan'-. M t'�, 7� 8 J6 c n SP -1 .31 8 16 o c -Max'*,,: 2 PSI.- X.� E. PS 1 4. 10 Fb,: LI NG- J 0 1 STS, 4t! 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