The URL can be used to link to this page

Home My WebLink AboutBuilding Permit #108-15 - 74 FOXHILL ROAD 7/31/2014 r � u N BUILDING PERMIT p►O R TH of qti yE�Q, r•'•'46 to TOWN OF NORTH ANDOVER o - Om APPLICATION FOR PLAN EXAMINATION `- II * 0001 , Permit No#: S Date Received 4t reo ( Date Issued: SSACHU IMPORTANT:Applicant must complete all items on this page LOCATION! Y x _` Print PROPERTY OWNER_ __ u_ — Pnnf 100.Year Structure yes no MAP' _ PARCEL: -_ ZONING DISTRICT: _Historic District ye-- no "Machine, yes no r- r TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building Sone family 'Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ P >epair, replacement ❑Assessory Bldg ❑ Others: I1 Vbemolition ❑ Other ❑Septic " f—W lc E]?Floo,dplain. ,❑•Wetlands' Watershed'District:. v ❑1Nater/Sewer_ > DESCRIPTION gF WRK TO BEP RFORMED: S� Idep 'fication--- P ease T pe or Print Clearly OWNER: Name: ®�eI J 4 �� Phone: Address: Contractor�Narne:, -Phone =7 ( � 0. Address __,_�� GLt.V✓l _- rr x Supervisor Construction License: �c Rd_ /�_- Exp Q:ate // dpi- d1_l_ -- "Id,om.e Impro ement License Exp Date ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ d. FEE: $ Check No.: loo / Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Sig re of Agent%O:wrie� i -_ signature of.contractor _. . , I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ IICI Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF U FORM PLANNING & DEVELOPMENT Reviewed On Signature COMMENTS CONSERVATION Reviewed on Signature ( / COMMENTS r HEALTH Reviewed on Signature S y� COMMENTS I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes R Planning Board Decision: Comments Conservation Decision: Comments , f Water& Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Loca 384 Osgood Street EFIRE DEPARTMENT �ernp!Dumpster onsite yes ro ¢_ Lat ocate6124'MainStreet - �z Fire`De artment signature/date l � - '>, COMMENTS' _ :.� I, �4 1 e Dt0 Ol a�rA . 3 cm N Gly 2 0 'nil o i Z - Ax 14 v>, C 0'm d -m r - a I � t -7- r I otiC Eti � TT_ uCTURAL zIeSL4.. '. ' lit � ,�D117/' � � � 6 ,•{ t u � I _'_ `1�F�"'`f� w Job No 4157A 1 V 1 Jan 76,2015 �L IaJLQG1L 9LAP �x a I , h - 5 =L �/��'' .�%`' �� of-'/l Gli/✓ ' :. ' I � 1 b1 �jlol G$x)1.C' lit 101qlqj I ' ' N 1 N _ ,,..1 SHEET NO. r .. _. p.,G 1V 2'd I_Gj� 1ti ' I 'o(+�+ I 1 h - �xtSnNL �1/ lb - - oop�5 '1 10'6 fldd�-�� S,�P�, � Na u<lc{� . la��f, GePhone 978.465.6436 linas 5�ruc�ural �ngineerinq. LLC Daniel L. Gelinas,P.E. Fax 978.465.5160 579A North End Blvd. Salisbury, MA 01952-1738 email danlgelinas@adelphia.net November 24,2014 John Henehan Henehan Construction fax 978.409.1988 51 Brown St. Cell 727.0005 Andover,MA 01810 Intion.com SUBJECT: Canto R since, 74Fox Hill Road, No h Andover,MA Dear Mr. Henehan: Per your request Gelinas Structural Engineering LLC(GSE)went to the above site on 11.21.14. The purpose of this trip was to perform a walk thru with yourself and review the framing for the recent addition. The following are the results of our observations: Discussion: 1. Generally the Town of North Andover requires a Professional Sealed Letter Report for Structural Observations of the"LVL framing only" 2. Silverwatch Architects AIA performed the framing plans for the addition and remains the Design Professional of Record for Framing on this project. 3. However,after observations on site you and Gelinas Structural decided on the following changes: a. At rear wall studs platform framed with no platform, i.e.,at"open to above"area,add/scab one 1-3/4 x 5-1/2 LVL to studs 16"o.c. to make studs continuous floor plate to roof plate b. Valley in small rear roof dormers,one 2x10 SPF looked lite. Office review today indicates attached beam calculation, scab one 1-3/4 x 9 '/z or 9 '/4"LVL to each valley c. Same area Ridge beam, single 2x10 SPF is adequate, attached beam calculation verifies this d. Interior rooms at second floor, client desires to raise existing ceiling for cathedral look: i. Use minimum one 2x8@ 16"o..c. to act as the collar tie and the ceiling joist,location is approximately half height roof to top wall plate existing ii. All Rafters clip to LVL's/wall plates with Simpson H2.5A Executive Summary: 1. Silverwatch Architects AIA performed the framing plans for the addition and remains the Design Professional of Record for Framing on this project. 2. These two additions are required to meet the Structural Requirements of the IRC 2009 as amended by the Massachusetts Residential Code 8th Edition Addendum: a. At small dormer framing valleys add/scab one LVL to existing , scab to be 1-3/4 x 9-1/4" LVL b. At rear wall studs platform framed with no platform, i.e.,at"open to above"area,add/scab one 1-3/4 x 5-1/2 LVL to studs 16"o.c. to make studs contin lions floor plate to roof plate 3. Note , ridge beam single WO ok as is at small rear dormers 11A of r Please call with any questions. DAMEL L. Very Truly Yours, a GELINAS 0 STRUCTURAL No.339". j�"Ai • Daniel L. Gelinas, P.E . U4 letter Fox Hill job 14157 Job No. 14157 Nov 24, 2014 scab to existing 2x10 SPF � Boise Cascade Single 1-3X' x 9-1/2" VERSA-LAM@ 2.0 3100 SP Roof Beamlrear valley '' BC CALC®Design Report Dry I 1 span I No cantilevers 0/12 slope Monday, November 24,2014 Build 3272 File Name: u2 bcl4157.bcc Job Name: Roof Valley Description: Designs\rear valley Address: Fox Hill Road. Specifier: Gelinas Structural Engineering LLC; Dan L. Gelinas PE City, State,Zip: North Andover, MA jobl4157 Designer: 579A North End Blvd Salisbury MA 01952 Customer: Henehan Constr, 51 Brown St Andover MA Ph781.727 Company: Phone 978.465.4636 danlgelinas@comcast.net Code reports: ESR-1040 Misc: 1__10 12 � � iillllll BO 13-00-00 B1 Total Horizontal Product Length=13-00-00 Reaction Summary(Down I Uplift) (Ins) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 244/0 852/0 B1, 3-1/2" 468/0 1,748/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100"/0 90% 1150/6 160% 1250/6 1 Trapezoidal(ib/ft) L 00-00-00 0 0 n/a 13-00-00 100 400 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must POs. Moment 5,129 ft-lbs 63.9% 115% 4 07-05-01 be verified by anyone who would rely on End Shear 2,067 lbs 56.9% 115% 4 01-01-00 output as evidence of suitability for Total Load Defl. U265(0.568") 67.9% n/a 4 06-07-13 particular application.Output here based 0 on building code-accepted design Live Load Defl. U338(0.446') 71.1% n/a 5 06-09-11 properties and analysis methods. Max Defl. 0.568" 32.5% n/a 4 06-07-13 Installation of BOISE engineered wood Span/Depth 15.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation_\n\nBC BO Post 3-1/2"x 1-3/4" 1,096 lbs 24.7% 23.9% Spruce Pine Fir CALC®,BC FRAMER®,AJS-, B1 Post 3-1/2"x 1-3/4" 2,217 lbs 49.9% 48.3% Spruce Pine Fir ALLJOISTO,BC RIM BOARD'"',BCI®, BOISE GLULAMT"',SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND®,VERSA-STUD®are will not Occur. trademarks of Boise Cascade Wood For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. 1VAO Oar Notes DANIEL L Design meets Code minimum(U180)Total load deflection criteria. GELINAS Design meets Code minimum (U240) Live load deflection criteria. STRUCTURAL Design meets arbitrary(1.75") Maximum total load deflection criteria. .4 No.3399 Calculations assume Member is Fully Braced. Design based on Dry Service Condition. , Deflections less than 1/8"were ignored in the results. ' �X l Job No. 14157 Page 1 of 1 Nov 24, 2014 B°IseCascade Single 2 x 10 SPF#2 Roof BeamIrear ridge at dormer BC CALC®Design Report Dry 1 span I No cantilevers 10/12 slope Monday,November 24, 2014 Build 3272 File Name: u2.bcl4157.bcc Job Name: Roof Valley Description: Designs\rear ridge at dormer Address: Fox Hill Road Specifier: Gelinas Structural Engineering LLC ; Dan L. Gelinas PE j City, State,Zip:North Andover, MAjobl4157 Designer: 579A North End Blvd Salisbury MA 01952 Customer: Henehan Constr, 51 Brown St Andover MA Ph781.727 Company: Phone 978.465.4636 danigelinas@comcast.net Code reports: NLGA Misc: 12 12-00-00 BO 131 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 107/0 294/0 B1, 3-1/2" 201 /0 606/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Trapezoidal(Ib/ft) L 00-00-00 0 0 n/a 12-00-00 45 150 n/a Controls Summary, value , %•Allowable Duration ' - Case Location Pos. Moment 1,715 ft-lbs 86.9% 115% 4 06-09-03 End Shear 747 lbs 52%- 115% 4 01-00-12 Total Load Defl. 11-/477(0.291") 37.8% n/a 4 06-01-13 Live Load Defl. L/640(0.217") 37.5% - n/a 5 06-01-13 Max Defl. 0.291" 16.6% n/a 4 06-01-13 Span/Depth 15 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 1-1/2" 402 lbs 10.6°/- 18% Spruce Pine Fir 114 OF bLq B1 Post 3-1/2"x 1-1/2" 806 lbs 21.2% 36.1% Spruce Pine Fir Cautions DANIEL L, EL � For roof members with slope(1/4)/12 or less final design must ensure that ponding instability v Git�AS will not occur. STRRAL For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow No.33394 surcharge load. N Notes i Design meets Code minimum(L1180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1.75") Maximum total load deflection criteria. Job No. 14157 Calculations assume Member is Fully Braced. Design based on Dry Service Condition. NOV 24, 2014 The analysis of solid sawn wood members is In accordance with the NDS and is limited to the output shown above. All other support and design for these products,including but not limited to notching,connections, installation,and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored In the results. Page 1 of 2 I ®golseCascade Single 2 x 10 SPF #2 Roof Beam\rear ridge at dormer Dry 1 span No cantilevers 0/12 slope Monday, November 24,2014 BC CALC®Design Report Build 3272 File Name: u2 bc14157.bcc ' Job Name: Roof Valley Description: Designs\rear ridge at dormer Address: Fox Hill Road Specifier: Gelinas Structural Engineering LLC ; Dan L. Gelinas PE City, State,Zip: North Andover, MA job14157 Designer: 579A North End Blvd Salisbury MA 01952 Customer: Henehan Constr, 51 Brown St Andover MA Ph781.727 Company: Phone 978.465.4636 danlgelinas@comcast.net Code reports: NLGA Misc: Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular.application.Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation.\n\nBC CALC®,BC FRAMER&,AJSTM, ALLJOISTO,BC RIM BOARD TM I BCIO, BOISE GLULAMTTM SIMPLE FRAMING SYSTEM@),VERSA-LAM@,VERSA-RIM PLUS@),VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. 'SYS OF?, DANIEL L. Q GEUNJAS 0 STRUCTURAL No.33994 Job No. 14157 Nov 24, 2014 Page 2 of 2 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 199,000.00 m $ - $ 2,388.00 Plumbing Fee $ 298.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 298.50 Total fees collected $ 3,085.00 74 Foxhill Road 108-15 on 8/1/2014 Addition I r, ,� NSM � _ _ ve' . 0 No. T l ver, Mass, 3 c OC NIcoa WICK �1- ��p�R�rEo S u BOARD OF HEALTH P RIVI I T LU Food/Kitchen Septic System . L �j 7!t BUILDING INSPECTOR THISCERTIFIES THAT ..........................T. ................... ............. ......... .................... has permission to erect �. buildings on Foundation .....................//. ... .. . //��. yy ; ............................ Rough to be occupied as ............ �.. ...1. .. ... 7A�..........�4r..l1.. ..... a�.. r. ......... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. KtX&h,, ' Powem* • PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR . UNLESS CONSTRUCTION T Rough Service ...................... .... .. ................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. NORTH wu - _ E ve. . No. ver, Mass, 3 cocN�cntw�c.c �1' S U, BOARD OF HEALTH Food/Kitchen , T LD Septic System .PEKMI �, BUILDING INSPECTOR THIS CERTIFIES THAT .......................... ... ................................. ......... ......... ... '.`�.................... �y e has permission to erect /. buildings on Foundation ..................... . ... .. . /��. y.... ...�.] ; .............................. Rough to be occupied as ............qj .. .... . .. .... tf�1l /R.11........�4r..11..w?.d...... .�......... chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. ;4,*,.k a, ,k ' Pawad f0® � • PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION T Rough Service ...................... .... .. ................. ................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina' No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. ;.....I. ...... _1.:... .... a�. ._.. . . . � : . � . . . . : : : ... . : : ...I.I. _._. . ........__i _._ ..._ �... . I . +;� " " _� � � [ I --� I . I I ;11 \v" 4 . 1111 ... . t� -E � I * : � t---1' Z': t, 1111.. _. �,.... { i�.0�1.11.. �� XI aI � . I . kP (JG _ . .. .... h { ".1.. N is cst r . Vi fif ; i � � : : : . r`, ,t : . : � ;: � �. i P : . � . .. o' "" I i I : 1,1; � ; ; ; ! ; ; i " : I I �--, '� . � S 1:1 . :. r �PAW� . ; Imi — : . ... ... _ .... .. _ . .... . 11. 11 ... , �: e . 4.a� - . --�, .11.11...�.........I.....I....lii °�d ' ® ` I; .._ ....._ .._ ... D _... _..._ 1. 111... ._ D Y 1111.. 1,111.... tl.� ... -. .,,,,....... ..... �� . .. 1111 �r e X 1.. � i :. ..,. .... ..._..... .. __.. .. T . ... ._....... .. ....._.._ 1111 _ 1111 ... A ar . \` : ' e{y � � r �� l ) a r 1 . t w h� „- { ! �[^/' .......... .. ... 1111... 1111... .. 1111.... 1111 .. ... .. ... ..... (I� . ... 111.1. 1. A �} 1' : :. i : 4 i : : .. .... ... 1111.. ... {� /� : : : w .-,r .. 1111. .. ......... ...,.., ... 1111... 1111. .. 1111:. ..1..11.1 : —.....1 .. .. 1111... - .. .. .. 1111. 1111 M. { : .. ... .. 1111.. . . Y I� . .....,_...�.... ......... ,',1111.... .........:. .. 1111 ..... .. 1111 .. ... .. ... 1111. 11 11,11 _... _ A .... 1111,. .,. `Y f.. �/JJ _ `` \\1 111�W *i 1111 ..1111,.. 1111.. 11 ....... . 7---L, \ ..- ,...... ,3 . 61. 1. o o . . . i � . .1..11.1� ............ . - -i-,-.�L �. ..... : oIn. _ fL �- �� ' . _ .. �� , ...., .9 . ....... . .. ... _ ou. "t : .0 's . : ; L. �� ....... C�� _ --� .... . �... X, 1 . i ry .. ... .. 1111. .. .. .111.1. 1111...... ... ... ......... 1111. 1111. ..-... 1111...-:.. ei ._....... ..1........ ... ...1111 ��, ,,1,111 -1111.. ... 1 . 1111.�... .- ... 1111. ........... .... ......... 11,1,1, 1111.. . : 'J 'r31 4 ........�.I. 111.1__ ;. . .. ✓ : j 1. .. .. 1111... . !—� L\ . � 1 , d . h..► I I 1-1-11.1.....- ...... .,.-.-.-..,..;�_............. 1� I- J- : , . 2. CD . . , : , � � + ��t� o . I � o , . . ; � . I T ; : � � M... .... .. .... _ � , .. CO o 1 m Qp a __1111 _ �`V /� b GEUNAS ST�t��t'UC ENGINEEiZfNC tLC' , t� o 1 � WAS Daniel L. Gelinas, P.E. ' ~ 579A North End Blvd. . -� —_: ---.. __fv�. OM/.---��'�_ - ._._. - Salisbury, MA 01952-1738 Phone 978.465.6436 (Fax 5160) ""/ I. _ t it L� ....w . . � 6atY4 k$4 � , ......... .... . I/- - _. . �- .... ST - � C L �` u� O� � . ` DIS �a L _ - Y L le -0:11 _ ��: .11.1.1. ..... �:� : ..._... . ... . . r � A��: . - .... _. .- .... t .. .. --" - � ccs �' .. .-.ice .. ... .. l - - Ji, 1111 ' 1111.... .. / �' ... .1.111 .. . _. �`�! . i— . G� f . �: �' (� t . i 1111.. .1111. ..._......... ... � :, i 1111 .. 1111... 1111.1111.. ...... ..1.1.11 1111.. .._ 1111,,. //� ._ __. :... -1-1. .. '. .. ... .. 11,11. _....... 1111.. 1111.. ... .....111 ... .i...r ..111.1/............... .. . . .. 1111 ... ........... ... ,,. / _.�___._.,.... - 1.111 . __. .- :-,....... . ,1111... ...;. . 1111.. .. -........� .:r:::: :"' .......1,,..i / 1 111,1 ... 1111 Ir c .. ..... .. ... �� ... .... ... ... <-.. r �17 ........I .. .... r , _._ 1111. 1.111 .... -r -. .,-. ..... ..-. .., ........ ............ 1.111. 1111,. .....,, 1111... _. 1111.. i . L 1111. .. :.. ........ .�-c. _,/ ... . .+" -_. 1.111 :. .. 1111.. .. . : j r . - �.� .... .. _.. . . .... _ 1. IF. 1.__ A S '4 .. . . . ..I.... ........_.... �� g .... > O ...1.111... G( L ...,. ..... l .... ; {ti ......... :.. . v . 1. . r-- . .... . > . . ..._. -.. I . ..I \ 1.% ,W 11 . 14 . .. _.. ....._.. ....... ...... . % .....�........�...''........-:-- . - 14 : 7'.. .....:�.......1. ..... . __ _ . I — :1.1.11. I. Job;1415 Aug I . . . -- . .. ... . : . -... ............. _ .. . .. 1 . -.-�.. .1.1.11.11:.:..�...\....4.....3...�..�w�::.I*e..*3.t......-.'I.......�..-........-...-..'...:I . .. __ .. ......... .k.-...........I..�.�........- .-I.W.....................I.�.; 90 .E ..... ..... . ... ..... ... .... .... . ._ .. : 0 D' 16�O . ti �� - . 1. _, ... .. ICO s � I . G UY(— T �� ? s ... ........ ,t ( old ... V . ...7 011-11 e �� __ . ... _ - - , . . �� 1. ... T _.:: . 0 ;� B p _ - t sae . _. - -- - '-- 1Yy,-s-- . - xv _ _ _ T q _ :.v —= _-.r_ :, d ..- ...-.�n.w..:.�--' .�' - : - .. ...... ... .. ...... .. 1111 .... --— q I�........l-.....l......I.............1.I.......I.....-....-....-....I.......Ii:..7.q.:I:.:.:..I.:...:.�:.�.I.:�:..�...:t..�;.:.:::.1....I...1........1...........-...-..........1-...-I...1......�.��...I..�..I:..II::,..�....4..............'..........-.....-...-.....-..�......�Q'I.i.::.:�.:.::I:.�:::I:�.....I�..�.:..........-....1...1....-.....�I....1-.......�I..I.::.::4IIi:::..::q*:::.."�......1�.p.:.:.-........'.n..�1....."...1............,.1.....-.......�..-�.*...............�.��..�:II.�.:..I..�I.I.�..�I...�....I�.............I-. 1111. :.. -1111..... w �yy,,. ..-peri 1 _ .... .1111 :. .......... . . :........ 1111. .. ..1111.. ,1111 - -. ......... - 1--... � 1111.. .. .. 1111 .1111 1111. ......... 1111.. 1111 �� .. 1111 69 ._.. .. .... 3 -1/ - . : .. i �, 2..-.. e ii t.I.. _.- ( 1� .f' .. i��.... ��`S . ._... 11 11 ... �/I ./ ......... -..,,.. i.. ...L..�. _ 11:11. - - { it ..... /' ll-� ._ G/ �D . W I II : 1�. l X - C I- m -0 V GEU IAS STRUCTURAL EAI IAIEEJZIAV LLC' G G o - Daniel L. Gelinas, P.E. - .. _ - . . - --- 579A North End Blvd. Salisbury, MA 01952-1738 "�' Phone 978.465.6436 (Fax 5160)