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HomeMy WebLinkAboutBuilding Permit #139-14 - 160 PLEASANT STREET 8/13/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: y Date Received Date Issued: Z/;//3 IMPORTANT:Applicant must complete all items on this page LO .AT ION° _ Pant _ PROPERTY_QINNER_..K���1 2a L�. _h_v _ = l G,C2n e. LJ L_ S1 _r Print 100 Year Old Structure �Yyes no MAWNO _ ._� FPA.RCEL:. ZONING,DISTRICT: _:Historic,District yes no L' Machine Shop Village yes _no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family Gj,Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: Iotommercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic. O'Well ❑ Floedodplain, Wetlands: ❑ WatershDistrict°.-- ❑Water/Sevver_. DESCRIPTION OF WORK TO BE PERFORMED: 4=Ic�c1e- To ektsj j" -4-f,-•e �!7¢� See Co n-/ U f P(u wS S(o-7 Identification Please Type or Print Clearly) OWNER: Name: l�-ST RealbI Ko)�" -To7wI01, G Le ✓Ls Phone: q-1&� Ig - 27 3 Address: e c-5 -t- S+--oe-1-- �J4-HyJ o v-0 �4 CONTRACTOR -Q M-IQc. 01 oS . 2 kt c Phone:,.-,--.a .LS-X5 ,3, 5 Ad'tlress:. l�a. PI_�c�Sas7t_. � regt -Uao-+h _- �h o .�P - - r _ p 1 . Supervisor s!Construci'--`License: LS—C�_7?) Ex _. a Date: t } H'ome Irnprovement'Llcense:_ -1 G '7 _ Exp Date; G -&-I I h.I S-t?-,c-4"".4 r--.S1)—'A#, ARCHITECT/ENGINEER Dgnte t i- Gel L na.S P !;_ Phone: q Address: �(;79 Yi- MA- 61q�� Z 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: $ter 19 FEE: $ Check No.: �y Receipt No.: "2 6 72 NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signa u ofA- h e - - ----x --- _"-! _ Slghature,of`contracto A. Plans Submitted 11 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYP ".OF.SEWERAGE DISPOSAL I Public Sewer Tanning/Massage/Body Art ❑.. Swimming Pools ❑ 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT Ell ❑ COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS i i Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes_ .. Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature� Date Driveway Permit DPW To-vv;! Engineer: Signature: Located 384 Osgood Street FIRE DEPARTM,f-N't -Temp Durnoter on site yes.. no 'Located at:124tMair, Street _ �•_, , _, Fire Departiner t=signatu'reldate'" A COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: 3 3 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A-F and G min.$100-$1000 fine NOTES and DATA— (For department use I i I� I ® Notified for pickup - Date Doc.Building Permit Revised 2010 Y Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application ❑ Workers Comp Affidavit a Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract o Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses Li Copy Of Contract Li Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apn,al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm-teed with the building application Doc: Doc.Buhding Permit Revised 2012 Location / 6&�,/ No. ""/�Zi' Date 7? e - TOWN OF NORTH ANDOVER o . - Certificate of Occupancy $ Building/Frame Permit Fee $ a Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# �o 26725 f ,;`` uildi g Inspector Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 709875.00 m $ - $ 850.50 Plumbing Fee $ 106.31 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 106.31 Total fees collected $ 1,163.13 160 Pleasant Street 139-14on 8/13/2013 Commercial Alteration-Add Second Floor NORTH own of ndover . - to No. i3 ver, Mass, COCKIC Nl WICK y1' �9 AERATED J"LV Cl s � BOARD OF HEALTH Food/Kitchen PERMIT T D rkwSeptic System THIS CERTIFIES THAT A, ���� BUILDING INSPECTOR ....... ...................... .............. .............................................................................. Foundation has permission to erect buildings on/.�.�. �../ �1:`�v' ............................................. .......................... . Rough __DD oug to be occupied as ............MU..........DC7'^..0 / -.A,C-�.l�o-G'/G�,?�/c�-ys...........q7..�...:s?�'.� Chimney T/ ..... --- .. ............. 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough Service ........... ....... . u............................ 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. SEE REVERSE SIDE Ma3swiluttms -De par#trt�artt of Public Sate Board of Budding Regulationa anti Standard3 t construction Supcn i«re- Licentga:CS-030651 JOSEPH G LEVIS `•�� ���:. 160 PLEASANT ST-7}, North Anda,er MA ioIS45 C�urdssloner Expira=tion 01107/2014 �� �js' rrrrnrrairrrarr�/� ::z.a\ Office of Consumer Affairs$Husihess Regulation ' OME IMPROVEMENT CONTRACTOR Registration: 103772 T expiration: 7/9/2014 Yt�= Individual JOSEPH G. LEVIS JOSEPH LEVIS 160 PLEASANT STREET NORTH ANDOVER,MA 01845 Under tJudersecretar}• LEVIS-1 OP ID:MP ACORO° DATE(MMIDDIYYYY) `..� CERTIFICATE OF LIABILITY INSURANCE 05/03/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pDlicy(IBS) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of-the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER Phone:978 688 8829 NAME: Michaud,Rowe And Ruscak Ins. Fax:978 557 2130 !HONE Ext): PAX arc Ne P.O.Box 188 North Andover MA 01845 AE-MAIL Lawrence R.Michaud,CIC nOREss: INSURERS AFFORDING COVERAGE NAIC N INSURERA:GUard Insurance Group INSURED Levis Companies Inc. INSURER B:Preferred Mutual Insurance Co. 15024 Joseph Levis INSURER C:Safe Insurance Company 12808 160 Pleasant Street North Andover,MA 01845 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILICY EXP LLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,00C. B X COMMERCIAL GENERAL LIABILITY CPP0I60$89059 10126112 10/26113 DAMAGE TO RENTED PREMISES Ea occurrence) $ 100,00 CLAIMS-MADE a OCCUR MED EXP(Any one parson) $ Exclude PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE 5 2,000,00 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG S 1,000,00 POLICY PRO- LOC S AUTOMOBILE LIABILITY EOMaBINED SINGLE LIMIT S 1,000,00 C ANYAUTO 821254 01/01113 01/01/14 BODILY INJURY(Per person) S ALLOWNEO X SCHEDULED BODILY INJURY(Par accident) 5 AUTOS AUTOS X HIRED AUTOS X NON-OWNED PPe PROPERTY DAMAGE S AUTOS S UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE S OED RETENTIONS S WORKERSCOMPENSATiONWCSTAD DTH- AND EMPLOYERS'LIABILITYQR ER A ANY PROPRIETORIPARTNERIEXECUTIVE Ya NIA LEWC430444 02127/13 .02/27114 E.LEACH ACCIDENT $ 100,00 OFFICERIMEMBER EXCLUDED? IMandatory In NH) E.LDISEASE-EAEMPLOYEE S 100,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES {Attach ACORD 101,AddlUonal Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION NORTH13 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Department of Public Warks 384 Osgood Street AUTHO/R�IZEn REPRESENTATIVE North Andover, MA 01845 2�' �j���ll��i��'�14►'i,�/ ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD SEE REVERSE SIDE FOR IMPORTANT INFORMATION THE COMMONWEALTH OF MASSACHUSETTS TOWN OF NORTH ANDOVER Bill No. 8601 Fiscal Year 20141st Quarter Make checks Payable To: Preliminary Real Estate Tax Bill Town of North Andover Office of Collector of Taxes Collector of Taxes Jennifer Yarid,Treasurer/Collector P.O. Box 184 Medford,MA 02155-0002 Office Hours: Mon. 8:30-4:30 Tues. 8:00-6:00 Wed.8:00-4:30 Thurs.8:00-4:30 qc#3844 NoAndRESgI T75 P7'*'*'**AUTO**5-DIGIT 01845 Fri.8:00-12:00 11�11'�1"�I�I�"Ill�ll�l�l�lf�I�J��r���I�rr�II�II����IrIIIrJ�I TAX COLLECTOR: 978-688-9550 ASSESSOR: 978-688-9566 LEVIS, JOSEPH TRUSTEE Pay online at 160 PLEASANT ST www.townofnorthandover.com NORTH ANDOVER MA 01845-2706 Please use the enclosed lockbox envelope to expedite your payment. This will assist us in processing your payments more efficiently. The Tax Collector's Office is located at 120 Main Street. Town of North Andover 1 st Quarter Receipt Fiscal Year 20141st Quarter __. Preliminary Real EstateTax Bill Bill No T 8601 PROPERTY DESCRIPTION Jennifer Yarid, Collector of Taxes LOC:160 PLEASANT STREET Preliminary RE Tax $7f56.41 CLASS CODE: 342 Interest at the rate of 14%per annum will accrue Preliminary CPA $214.69 MAP-LOT-PLOT:210-070.0-0018-0000.0 on overdue payments from the due date unfit BOOK/PAGE: 9576/ 139 payment is made. Subtotal $7371.10 RES. EXEMPT: $0 LAND AREA: TOT TAXABLE VAL:769300 1111111 IIIII IIIII 11111 IIIII IIIII IIIII VIII VIII ILII IIII ,st Qtr. Due 8/01!2013 $3685.56 2nd Qtr. Due 11101/2013 $3686.54 Payments Made $0.00 Assessed Owner as of January 1,2013: LEVIS,JOSEPH TRUSTEE 160 PLEASANT STREET NORTH ANDOVER,MA AMOUNT DUE 01845 811113 $3685.56 Town of North Andover 1st Quarter Payment Fiscal Year 20141st Quarter Bill No. 8601 Preliminary Real Estate Tax Bill PROPERTY DESCRIPTION Jennifer Yarid, Collector of Taxes LOC:160 PLEASANT STREET Preliminary RE Tax $7156.41 CLASS CODE: 342 Preliminary CPA $214.69 MAP-LOT-PLOT:210-070.0-0018-0000.0 Subtotal $7371.10 BOOK/PAGE: 9576/ 139 1111111 IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII RES. EXEMPT: $0 LAND AREA: TOT TAXABLE VAL:759300 1st Qtr.Due 8/01/2013 $3685.56 2nd Qtr.Due 11/0112013 $36.85.54 . Payments Made $0.00 Assessed Owner as of January 1,2013: LEVIS,JOSEPH TRUSTEE 160 PLEASANT STREET AMOUNT DUE . 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Connect Drywall with 160 Pleasant Street Type W or S screws ® 12" o.c. per ASTM e 1002 with a North Andover 2 x 4 Blocking minimum penetration of 5/8" — — Ridge Board 2 x 8 Co/lar Tie ® 4'-0" o.c. at Horizontal (t)p•) Slope Cut, (5) - 12d Nails r:Of A Sheathing Joint �� G _ Standard Soffit �� �I ti Connect Wa/l & Roof6"o.C. ing [',1 6ip}ru. , L with 8d nails ® 6�" a.C. 12 ; Roof Framing - 2 x 10 of panel edges and 3 %j A 2X Blocking @ 16" o.c. (see Framin Plans for spacing) GEL' IAS 12"o.c. in the interiors. at stud rim to first Joist f 112"Plywood O S T RUL T JRAL to Nail 8d - 6"o.c. perimeter 3 ernate Attach n `�� ,jv 3. 4 16 3staples vPJA �• �J 12"o.c. in field at 3' 0>. <e! edges on o.c. of I rs )�( Joist ta A d Toe Nail ® 6" O.C. — R ✓dist to Plate (typ.) (3) - 16d nails ® 16" o:c. �. �v1� Ceiling Framing - 2 x 10 Fascia (see Framing Plans for spacin ) of Bracewall'into `, Soffit Joist/Blocking jf(/ (I f` �}Zth plc. 2� �t� Note: �q c /�� All Horizontal Shea Ing Joints _ � ' 46 a� of e2 � to be nailed with 8d ails ® 6' o.c. ,�1L to Blocking un! s otherwise 2 x 4 ® 16" o.c. I N/�� Exterior Wall noted on F ming Plans center bearing wall 2 x 6 ® 16" o.c. C`� � t LI 88"" studs ` 1/2" Sheathing 2X Blocking 9 16" o.c. PSS Nail 8d - 6" o.c. perimeter • g 12" o,c. in field at stud rim to first Joist 0' 8d Toe Nail ® 6" o.c. U 8d Toenail go VL Rim Joist to Plate 6" o.c. _ _ _ —_ — ' — ' - _ (t)P.) t 1 - - - - - - - - - - - - - - exi ting - x 10 ® 16" o.c.- - - - - - - - ,o o,w G o 1/2" dia. A307 Anchor Bolt with nut and washer. 3 1/2" min. - 12' max a>, from end and max 6"-D" o.c each plate or as shown on the drawings. ,� -��� /� �XM;nimum 2 Bolts per Wall Plate. o, vo:a I I I�f�i,��tVV lam = foo,'G�� t}�V� 6 `� Perpendicular 8d nails - 2 1/2" x a 113" Parallel 1 , � I f�j -� � , �41 Q O Y5 6 fkb 16d nails - 3 1/2" x 0.135" to Floor Framina to Floor Fromina 9#/Bred Wall Panel Additional Connections �� I ✓� I I ��/ /C YV i� �i►wY' ( / /rV`*' " '�+ / �,� � for all exterior walls 602.10. �j` Approx. (j Continuous Structural Panel Sheathing Finish Grade - — - — - — - — - — - — - -IL - — - — - — - — - — - Method CS-WSP 1V/ '1s tt �1 All other na;ling not shown to be ���`�.' �ST• �o� �C.. 1 k ;n conformance with table R602.3 (1) 13'-0" 13'-10" of the Mass. Code 8th Edition pro. e/ C t1 J�-09 GELINAS STRUCTURAL ENGINEERING LLC 519A NORTH ENE) BLVE) Job 13306 Notes: Cross Section SALISBURY, MA 01952 8-12-2013 * Field verify all dimensions. 114" - 1'-0" PHONE 918-4 6 5-6 4 3 6' Drawing No. * Scale applies for 11 x 17 drawings * Drawing date: July 29, 2013 SG1.2 , IN STRUCTURAL NOTES: 00 A. General c 1 General Notes are art of this design document. The General Contractor GC shall review and Z m N U. coordinate appropriately. g ( ) c 2) Coordinate these notes with notes on all Structural Drawings, all Architectural Drawings, and all = w o " discipline drawings including shop drawing submittals if applicable. Structural drawings shall be used in conjunction with and coordinated with Architectural Drawings and drawings of. all trades, including ° M shop drawings, if applicable. Z 25 3) The governinq buildinq code for this desiqn is the Mass. State Bldg. Code 8th Edition amendment to/with the IBC 2009 :�r Z Q = h 4[ C0) QO� 4) The General Contractor (GC shall: ^ `� D CD c a. Be a Licensed General ontractor � _ b. Verifyin Field (V.I.F) all dimensions and conditions, underground utilities, DIG—SAFE a. coordnation, etc. c. Provide all necessary temporary shoring d. Is. responsible for Methods and Means of construction e. Submit applicable shop drawings to the Architect of Record (AR) and Structural Engineer of Record (SER) for review prior to performing work. Said shop drawings shall be coordinated to actual field dimensions and conditions by the GC and responsible shop detailer via field measurements, etc. prior to submittals and fabrication f. Perform all work per the MSBC and Local Codes 5) Owner, General Contractor, others, shall coordinate Historical/Zoning/Civil/Site/Environmental/Septic requirements such as lot line setbacks, building heights, flood plane issues, and septic issues if applicable, etc. "3 6) General Contractor shall provide a continuous load path from upper level posts/columns/framing to the foundation. If platform framing is utilized, block as required between floor levels, etc. B. Timber/Wood ` 1 ) All Hardware, fasteners, connectors, nails, screws, etc. used with Pressure Treated Lumber (P.T.) shall be as recommended byy the Pressue Treated Wood Industry for use with treated wood: a. Hot—dipped galvanized (NDG) or Stainless Steel Types 304 pr 316 (SS). r b. Do not mix and match SS and with HDG fasteners, they are considered dis—similar materials c. Electoplated/ electro galvanized and mechanically galvanized coatings should not be considered to be hot—dip galvanized (HDG) unless mechanically galvanized per ASTM B695 ' class 55 or greater. Note however HDG or SS is prefered. 2) All framing lumber to be: a. Wall studs, minimum: SPF No. 2 E=1 ,400,000 psi b. Joists and rafters, minimum: i. Spruce Pine Fir No. 1 /No. 2, E = 1 ,400,000 psi 1 . Fb 1 ,005 psi 2x 12?s) 2. Fb 1 , 105 psi 2x 10?s) �aj'�° "`u 3. Fb 1 ,210 psi �2x8?s) 4. Fb 1 ,310 psi �2x6?s) 4 AN!EI L " c. Pressure treated Lumber, joists, studs and rafters, minimum: "E`INAS i. Southern Pine No. 2, E = 1 ,600,000 psi SU 1 . Fb 1 ,120 psi 2x 12?s 2. Fb 1 ,210 psi (2x 10?s) ' 3. Fb 1 ,380 psi 2x8?s) 4. Fb 1 ,440 psi (2x6?s) d. LVL �Lamincited Veneer Lumber): minimum: i. = 2,000,000 psi ii. Fb=3, 100 psi ii. Fv=285 psi J BNO. SHE T N . 44 *. _ .. 00r LLj -p C1,02 to �►Ay G. > r fA m :i ujz 0 -00 (o .. . ui d ca .... _. .. ......:..... . .. .... ......... ........... .... . ... ........... • o co J / Z .. .... �'ao ,} ............... 61 l ' 5 Cl) u�1........... ..................... o .:._.. ............... � . ._ .. _ . .,..... ,l I r S a vlo I 1' - i � _ v r o� r . ... .. _ .. ... .......... d t 9 j ........ 'O ........._... .. .. ......... ... . ........ r� a ....... ........ . .. .. .... !'1J _ Rug ` iRlAL _ - I fJJ n66 I ..... .. ... 1 .. .. ........ . ........ ` _ .... _ JOB NO. Q S E T r4b. ........... ............ ............. .......... ............... . ....... ............. .._... .. .......... ............. . ...... ....... ..... . .......... . ....... j G � y 26'-4" ® GELINAS STRUCTURAL ENGINEERING LLC i 5194 NORTH END BLVD Job 13306 SALISBURY, MA 01952 8-12-2013 PHONE 918-465-6436' Drawing No. I SG2 13'-4" 13'-0" 1 0, - 2�� 114 S V LA-00lJ4 1 alf "W' �� Toss ( 1 i qd �a. '-' CyE�l1iA� STRUC TJRAL No /'� 33994 V i Lt R 1 I 1 .. -T� A e�>YL, Al/ memebers are 2 x 10 (9 16" o.c. Prosiec t�j IJ-09 Notes: Framing Plan * Field verify all dimensions. Cep neg e * Scale applies for 11 x 17 drawings 3/16" = 1'-0" Drawing SG2 —0 * Drawing date: July 29, 2013 13'-43/4" 13'-43/4" •-- - -------------------------------------- ------------------------------ 411 -AnZe I I Lot, Il Vk 11 i -17 Stu u 77:7 n u O to , 3,a i-�L L t p- Cry L!M 113 STRUCIjRAL No 33994 /Claa All members are 2 x 10 0 16" o.c. Pro iec t i IJ-09 Roof Framing Plan 3/16" = 1'-0 ENGINEERING LLC I Notes: 519A NORTH END BLVD Job 13306 MA s-12-2013 * Field verify all dimensions. SALISBURY, * Scale applies for 11 x 17 drawings PHONE 918-465-6-436' Drawing No. SG3 * Drawing date: July 29, 2013 26'-91/z" ® 13'-9'h" 13'-0" 7'-6" 6'-3'h" 6'-4" 0 5'-8" x 4'-5" 5-8" x 4'-5" _.:.._......_ _._._.... _ .—...._._....._.. ... ._ _.__.__..._._....... 00 00 I � x -- � New Office New Office p� � 1 • �, . DAN EL L_ I GELINAS S T R11L"i jRAL Cts I ro 3: 3A New exit walkway I i? to tie in to o existing walkway � (V � �Gl'�l�rJlf i� flew Jots ,�.��, cS 10 a I ------------------ � 2xi 2 plo � 3' _ _ __ �,, Pro. ec,# l3—09 1pL� , Upper Floor Plan �aAul I 3/16" = l'-0" , o Legend. M 0 — Indicates existing construction — Indicates new construction GELINAS STRUCTURAL ENGINEERING LLC Notes.• 519A NORTH END BLVE) Job 13306* Feld verify all dimensions. 4'-6" SALISBURY, M A 01952 g-12-2013 * Scale applies for 11 x 17 drawings PHONE 918-465-6'436' Drawing No. SG4 —0 * Drawing date: July 29, 2013