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12 HANSON ST - BUILDING INSPECTION (3) 0� The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) Building Permit Application for any Building other than a One T ily D ellin N (This Section For Official Use Only) BuildgPermitNumber _-t ` . Oate,AppIied .• ,BmldmgOfhctal:` m .. SE ION_L•.LOCATTOI<L�(Please indicate Block#and I:ok#for locafions fdi which a stre ad ress isi.not a able) '` o ats'S i t/ No.and Street City/Town Zip Code Name VAilding(if applicable) SEC'FION,2:PROPOSED WORK Edition of MA State Code used� If New Construction check here❑or check all that apply in the two rows below Existing Buildin Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other Specify: 20 /e ✓ti Are building plans and/or construction documents being supplied as part of this permit application? Yes E3 ' No ❑ Is an Independent Structural Engineering Peer R vi/w require ? ¢ Yes ❑ No ❑ Brief Description of Proposed Work: "Ztn sl ( 9 7 L�L �f exrr io-{ i�F s SECTION 3i COMPLETE THIS-SECTION IFEXISTING.BUILDING UNDERGOING RENOVATION,ADDITION;OR . . .. .., " ' �' - •'- � CHANGE IN USE OR OCCUPANCY &� Check here if an Existing Building Investigation and Evaluation is enclosed(See.780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4::BUILDING HEIGHT;AND.AREA s Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Z Total Area(sq.ft.)and Total Height(ft.) SECTION S USE GROUP(Check as applicabi6y"- A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ 1 H: High Hazard H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-10. R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use❑and please describe below: Special Use: _ SECTION 6:.CONSTRUCTION'TYPE_(Check asapplicable)-, ` IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VB ❑ SECTION 7:SITE INFORMATION (refer to780CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: PublicO - Check if outside Flood Zone Indicate municipa A trench will not be Licensed Disposal Site Private❑ or indentify Zone: or on site system❑ required for trench or specify: permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicablo - Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No Yes❑ No A - "SECTION8:CONTENT.OF CERTIFICATE.OFOCCUPANCY , Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations y 'SECTION'9rPROPERTYOWNER`AUTHO[tIZATIO1V" Nam and A dress of Property Owner rj Name(Print) No.and Street - City/town Zip Property Owner Contact Information: C e- . q7g_ qz�7 5-32 � Title Telephone No. (business) Telephone No. (cell) e-mail address If applic ble,the roperty owner hereby authorizes �r 6ka_1 I 70 G/erep. V-e_ (��A4A- of i/)l Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. "IF s SECTION 10:CONSTRUCTION-CONTliOL(Please fill'out AOpendtx 2) . »� _ .„ ..; >. . .. a ., F _. .. if buildin cs less thin 35,000 cu.ft.of enclosed's "ace and'/or not under Construction:Control then check here O and ski Section 10.1 -10:1 Registered Prof essional.Res"'Responsible for Construction Cohtrol' t. •"`' _ , Name(Registrant) 7'ej ep�hone Nth.^ e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 GenerahContractor l�H,f ryo— (.� 64? C an Na e Name of Person Res; "nsible for Construction License No. and Type if Applicable Street Address Cit;/Town State Zip 4-76_l11 ?6P f7e- 9F7fC,?Z lz/ iFoorkf Telephone No. business Telephone No. cell e-mail address 'ma's SECTION-11:VVORKERS`CO.NIPENSATIUN INSURANCE AFFIDAVIT. M:G.L.e.:152r '.25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes 1J—No ❑ .SECTION.12:.CONSTRUCTION-COSTS AND PERMIT FEEM, _ Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)_$ Z 2. O 0�3 1. Building $ 2 O 00 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 2 p ono appropriate municipal factor)_$ 3.Plumbing $ 4. Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5. Mechanical Other $ Enclose check payable to 6.Total Cost $ 224 O v O (contact municipality)and write check number here SECTION-13:_SIGNATURE OF BUILDING PERMIT APPLICANT , By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applicc tio/n is true and accu to b t of my knowledge and understanding. L7V /� ,y p I Ut'V✓c- 1 ✓/�,l/ I/�j�� Qln/�✓ " O 5_7 q(,T � /7 P,Iga©e pyi�tt�� �an7pe�� �v�` Title �.A Telephone o. Date 5 � 1 /t F� NV1 Street Address City/Town State Zip Municipal Inspector to fill out this�section upon application approval Name Date CITY OF S:U E1 [, ItiL1SS,\CHL'SETTS BL:ILOING DEPARINIENT ?' ? 't`�'= r" 120 WASHIINGTON STREET Ito FLOOR W T EL (978) 745-9595 F.t'c(973) 7•i0-9846 !U�[DERLEY DRISCOLL MAY01 Tltoa Lis ST.PIF-laa DIRECTOR OFPL'OLIC PROPERTY/Bl:[LDNG C0S63115SIONER Workers' Compensation insurance Affidavit: Bui)ders/Contractorv/Eiectr[cians/Plumbers 1 r tllcant inrormatlnn I I Please Print Le ibl Villnc lnalllhYLC)r6'dniriJaNrn�lVl�11JI): Tr Address: ?C3 �'i`relec,J/{�' -4 v` City/StaWZip: �US /I ,\ t 0[l?(r— Phone H: �L�6 fF-7 'f(Q2 Arc you An umployer7 Check the appropriate bassType of project(required): 1.0 1 am a employer with 4. u i-AM a goncral contractor and 1 6 New constnution employees(fall and/or put-time).• have hired the sub ,contractors �y,, 2.0 1 am a sole propdctor at purtaer. listed on the mtached sheet t 7. t g-1-Lemadeling .lhip And have no employees These subcontractors have S. 0 Demolition working I'ur me in any capacity, workers'camp. Insuranca, 0, Building(No Workers'comp.insurance S. 0 We are a corporation and itsg addition ruyuircd.1 officers have exercised thnir 10.0 Electrical rcpails or additions 3.0 i am a homeowner doing all work right ofoxemptlun per MGL 11.13 Plumbing repairs or udditions myself.[No workers'comp. c. 152,¢1(4),and we hove no 12.0 Raof repairs insurance required.] f employees.[No workers' comp.insurance mquired,J I3•0 Other. >Nny uppllxam dW ehuxYa box II must also nil uul thv x<tluo below�howiny their warren'mmprnudun pulley innnmalfo� 'IM1vnvuwtar who sultmig this anidavir indicating they am doing all work and thing him"to Contractorsew Ming submit a n ondavit Indiadnil ruck :0,ntnutan that Chuck noch this box metal aod an addiduncl shad shuwing the nano or the subebnsraCtotr yid thole wurkvn'ramp pulley Inrumudeo, loin an empluyq that/i pravldln7 workers'compauadon lxsur ran jo► ray empluyerst Below 6 the pollcy and Jab site iujorrnwlon, '}- insurance Company Name: 1 r'�V•<<...r Policy 4 or Self ins. Lie. d: A— Expiration Dated ,�q� Job Site Address. 'r/'4''^-f'^ r City/State/Zip:�" 2 /vV( Attach s copy or the%vorkers'compensation policy declaration page(ehowing the polity numbor a d expiration date). Failure to sccuru coverage as required under Scedon 25Ao"fGL c 152 can lead to the imposition ofcriminal penalties of s tine up ro 51,500.00 and/or one-year imprisonment,as well as civil penalties is lhn form of a STUP WURK ORDER and a lino of up to 5250.no a day against the violator. lie advixud that a copy of This statement may be lurwardud to the OI'lica of Invesligallung oft lie OIA ror insuratca coverage vcrilicaliun. /da/curdy ce ljy ra Ji /re ba cord penuldes ujperJury that the btjurnrurfon pro vided uba e b true uird correct ii.:n-cure' r �. � G��? I,Ft to 1. O -------------- i 011iciul rue unly. 00 our write in Nt/e array to be rumpleted by city or i -ityar'I'uwn: Fermlt/Llcense.4 i6luln lwliuril - ---- #, y(circle one): L ituenl of Ilvallh !.Iluildln�-1 flepArtmnnl i. Cilyrfmvo Clerk 1, klectrieal fmliectnr i. I'luntbint; Ltrprctor S. Other Contact I'erutn:-, I I /}yr CITY L OF S,�LE1Yl iAus.,wF-i USETi'S t�.FJ"ir BI;tLOLNG DEPARTM&NT 1 '0W U w HLVGTON STREET, 3 FLOOR \ ' ; TEL (979) 745-9595 t<IS(DH.21 EY Dluscou FAUX(979) 7•W-9344 d�L�YO,Z TPIOSW ST.FgEXAS DI:tECTOR OF PCOLlC PROP EATY/BC[LDLVG COSL\tI5SIO.V ER Constr uction Debris Dts osa P ! Atttdavlt (required tur all demolition and renovation work) In accordance with the sixdtedition of the State Building Code, 730 CbfR section 111.5 Debris, and the provisions of dAdGL c 40, S 54; Building Permit it this work shall be disposed is issued with the condition that the debris resulting from of in a properly licensed waste disposal facility as defined by t� 111, S 150A. fGL c The debris will be transported by: �7�fit+ll7�� �o✓� (namd:ut'hauld:r) The debris will be disposed ot'in (/nnrna at �eor toe��, 01A (,dJres.c ut taandy) ' signanua ut permit applicant ®flr1 dude ._ i .... \ ■ 1 R ■■■■■■■■ ■.■■■■■ ■■ ■ 1® �IG7000GCCC■■■■■■■■■■■■ 9:=99• ■ 99999999► I 9 : ,9n!l��1E- 9nnon■ _ :666s I�1II11nE a E�11,10 � sy� No SEEN...... ■■■■:::s 6 66 .■■. 111111 ONE ■ Eno ■■wwla ww on■ewn■n�nw■ ■ l O nnnnn■■■,■■■■■�■■■■■■■m■■■mo■:i�! (� �MEN ::�"II : GIrPrt ■�a°■ui"■sslXi■ C :G 6 ■ ■■ moil I n - � na iieuiCn I �1■■i � �6ni.fuC■L=.G_��� ■■■■ ■■■■ . " °III■■:::[IY:11■■ ! ME 0:IL.. �.66966@ f .. , ■■■ i ��, ■■ ■0..11■■ � ' 6 ..■ 9� !milk ME SO 'ui■iiiiii Its ••: _ � MEN 6 C91w,�■ ni°iiiiiil6iPG1i■G iGGiilore.nBeF9 ..It'll ■.■� �■■.1111■ . 1 ■.1' �■■� If B 9.■:nab ■ .r r;.`S ..�.. ■! .��.■■■11 ,■� ■s:■13s:99611�'m�: �l '° .. M1,O� C 1S l7 ■■ ■ � _ s ■■�■■■■� ■ 71■■■��, I.■■�niw'1'i mas p :■ - i i I• ■■ (ep I�®■yV�°: ®■ ��e■ ■■�nw�■.�l�IN���11■11■ ■ [. 1 .Iw9 �,��u�aese �. �:G�6�1�■■■■■Y�II.■vi�...It■®....� �A: e a■ a w■ .I■■mn viu•� IS3FPDC. ` . _�. Q.iC0�CC0Y�'�Gio6n'u�_C3aYiISI��CP'iC®31iiGGG■y�■■■ ■1 ■■ ■ ianol■ E`'u . ® ntnllyY�41`/���A 1pj ��®■�n�n■�C w oC■■ ■nOn■ I ® :. [fig 1If.. :s, -- m ° :::�� IX.11■■l. M�.1■■�Imo::: •r:: - C ••••• ■ene�o G a fi®1e _' [:ee____ 9E _9iC • 1 n■�a_ ■ ■ r ■■ n xoc, ■■■■ _ i e_e esl�_ eeeadeee a �_• ■e�-- ` ■■■■■w �C ' • . ■■■ a'�! MINOR �gI `gip �p■�Ig��np ■ _I`.■ r °nn .■n n .■ .ISO Vl �k" A■15rG SLci1� � ���lunn�:� . 1� on■ ..�C. .gym Tr ..uv.wh�o w L■■■ I ... BB u::■ il�as ■ ■ gg p ��i:°oiiaiiii � i99966 �s� 6996 �`96�sm f 9 6 _. i e '����::�� NONE NO:: t GENERAL Slmdures NwN Gf. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 8TH EDITION OF THE - S6. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS TO •^^•^"^°•`°'^^••^° COMMONWEALTH OF MASSACHUSE77S STATE BUILDING CODE. STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL BY ENGINEER FOR EACH SPECIFIC CASE. j G2. CONTRACTOR SHALL EXAMINE EXISTING ARCHITECTURAL, MECHANICAL, PLUMBING -•�^•-�^^^ AND EAFCTRICAL CONDITIONS IN THE FIELD FOR VERIFICATION OF LOCATION S7. MINIMUM CONNECTION PLATE THICKNESS SHALL BE A/q" AND DIMENSIONS OF OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE FRAMING PLANS SB. SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWINGS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER, G3. CONTRACTOR SHALL VERIFY& COORDINATE ALL DIMENSIONS ON THE JOB. G4. THE CONTRACTOR SHALL MAKE THE SITE AVAILABLE FOR INSPECTIONS OF STEEL, STRUCTURAL WOOD WOOD, CONCRETE, AND MASONRY ELEMENTS TO MEET THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE (780 CUR) LATEST EDITION. THE CONTRACTOR WI, WOOD CONSTRUCTION IS TO CONFORM TO PART IT "DESIGN SPECIFICATIONS"AS SHALL NOT PROCEED WITH ANY WORK THAT OTHERWISE CONCEALS ITEMS SCHEDULED PUBLISHED IN THE 'TIMBER CONSTRUCTION MANUAL" (AfTC) AND TO "NATIONAL FOR INSPECTION UNTIL INSPECTION HAS BEEN COMPLETED. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITIONS. GS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS AND METHCOS W2. NEW WOOD FOR STRUCTURAL USE IS TO BE SURFACE DRIED AND HAVE A OF CONSTRUCTION EMPLOYED ON THIS PROJECT INCLUDING ALL TEMPORARY MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT, BRACING, SUPPORT AND PROTECTION OF ANY EXISTING STRUCTURES AS REQUIRED TO MAINTAIN SAFE AND STABLE CONDITIONS. ANY SEQUENCES OF WORK OR W3. WOOD CONSTRUCTION SHALL CONFORM TO THE MASSACHUSEITS STATE y METHODS INDICATED OR IMPLIED IN THE CONTRACT DOCUMENTS ARE PRESENT BUILDING CODE. i ONLY AS ASSUMPTIONS ON WHICH THE DESIGN OF THE PERMANENT INSTALLATIONS y ARE BASED AND ARE TO BE CONSIDERED AS A SUGGESTED OPTION FOR .REVIEW W4. STRUCTURAL WOOD IS TO BE IDENTIFIED BY THE GRADE MARK OF, OR BY THE CONTRACTOR. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CERTIFICATE OF INSPECTION ISSUED BY, A GRADING OR INSPECTION BUREAU OR MAINTAINING THE SAFETY AND STABILITY OF THE STRUCTURE AND ALL ADJACENT AGENCY RECOGNIZED AS BEING COMPETENT. m _TRUCTURES AS WELL AS OCCUPIED SPACES NEAR THE WORK AREA DURING ALL PHASES OF WORK. W5. STRUCTURAL WOOD IS TO BE VISUALLY SIRESS-GRADED LUMBER IN ACCORDANCE WTH THE PROVISIONS OF ASTM DESIGNATION 0245-74, 'METHODS G6. ALL DETAILS SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL SIMILAR FOR ESTABLISHING STRUCTURAL GRADES AND RELATED ALLOWABLE PROPERTIES y CONDITIONS UNLESS OTHERWISE NOTED OR INDICATED. FOR VISUALLY GRADED LUMBER." k�k STRUCTURAL STEEL l:'6. V✓000 IS 70 BE HANDLED AND COVERED TO PREVENT DAMAGE AND MOISTURE d ABSORPTION FROM SNOW OR RAIN. e ST. THE CONTRACTOR SHALL PROVIDE IN THE FIRST STRUCTURAL STEEL SHOP DRAWING SUBMISSION ALL OF THE NECESSARY FIELD DIMENSIONS NOT SHOWN V;7. ALL STRUCTURAL WOOD IS 70 HAVE THE FOLLOWING MINIMUM DESIGN i - ON THE 9RL'CTURAL DRAWINGS. WHEN THERE IS ANY QUESTION ABOUT THE INTENT STRENGTHS AND IS TO HAVE MATERIAL CERTIFICATES AND GRADE STAMPS OF THE STRUCTURAL DRAWINGS IN LOCATING NEV✓ STRUCTURE, THE ENGINEER ATTESTING THEREOF (UNITS IN PSI UNLESS OTHERWISE NOTED): F SHALL BE CONTACTED TO PROVIDE DIRECTION AND CLARIFICATION. THE cn CONTRACTOR SHALL MAINTAIN AN UPDATED COPY OF ALL FIELD DIMENSIONS AS LOCATION OF USE FFE FT FV PC FC Lcw WELL AS VERIFICATION DATA AT ALL TIMES ON THE PROJECT SITE, AND SHAL PARFLL. PER?. Z ! MAKE THIS WFORMATION AVAILABLE TO THE DESIGNER AND TO AL TRADES THAT MAY BE AFFECTED. SHOP DRAWINGS SUBMISSIONS WITHOUT EXISDN'G FIELD MICRO-LAMINATED WOOD 2600 1850 285 2700 750 1900 Cq DIMENSIONS ARE INCOMPLETE AND WILL BE RETURNED NOT .REAEVIED. 52. STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL W8, BEAMS AND GIRDERS: "^.L" zzQ STEEL BUILDINGS" (AISC 2005), "CODE OF STANDARD PRACTICE FOR a STEEL BUILDINGS AND BRIDGES' (AISC 2005); AND STRUCTURAL WELDING 1. GIRDERS WILL NOT REST LESS THAN 4" ON SUPPORTS. CQ C CODE - STEEL (AWS D1.1-04). 2. WHERE BEAMS AND GIRDERS OF NOMINAL 2" MEMBERS ARE SHOWN NAIL S3. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING: WITH TWO ROWS OF 168 NAIL SPACED NOT MORE THAN ROLLED STEEL SHAPES: A992 GRADE 50 24" O.C., LOCATE END JOISTS IN MEMBERS OVER SUPPORTS, PLATES ASTM A36 ANCHOR BOLTS: ASTM A307 3. ALL BEAMS MUST SPLICED ONLY OVER SUPPORTS UNLESS SPECIFICALLY a HIGH STRENGTH BOLTS: ASTM A325 INSTRUCTED OTHERWSE BY THE ENGINEER. WELDING ELECTRODES: AWS E60-XX, LOW HYDROGEN FOR EXISTING STEEL AWS E70-XX FOR NEW METAL W9. CONNECTIONS: € E S4. STRUCTURAL STEEL SHALL BE DETAILED AND. WHERE REQUIRED, DESIGNED IN 1. ANCHOR BOLTS AND BOLTS FOR STRUCTURAL WOOD ARE TO BE ASTM A307. a j ACCORDANCE WITH THE A15C SPECIFICATIONS FOR STRUCTURAL STEEL STANDARD CUT WASHERS ARE TO BE PROVIDED BETWEEN THE WOOD AND BOLT y. �Vgay BUILDINGS AND THE SHOP DRAFTING MANUAL, CURRENT EDITIONS. NUT, UNLESS STEEL PLATES OR PLATE WASHERS ARE USED, AS INDICATED ON ccxsnw Noss S5. WHERE STRUCTURAL STEEL IS NOT SHOWN ON DRAWINGS PROVIDE STRUCTURAL STRUCTURAL DRAWINGS. BOLT HOLES IN STRUCTURAL WOOD ARE TO BE 1116 STEEL IN ACCORDANCE WITH APPLICABLE TYPICAL DETAILS OR SIMILAR TO THAT INCH LARGER THAN THE NOMINAL BOLT DIAMETER INDICATED. GN—1 SHOWN FOR MOST NEARLY SIMILAR CONDITIONS AS DETERMINED BY ENGINEER. tI L12. TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED, SUPPORTED, SWclures Nmlh 1/10. -ENGINEERED WOOD LUMBER BRACED AND MAINTAINED BY THE CONTRACTOR TO SAFELY SUPPORT ALL DEAD 4 INCHES MINIMUM AND ACROSS LOADS PRESENTLY CARRIED THE EXISTING STRUCTURAL WORK BEING 1. END BEARING OF LVL BEAMS SHALL BE 2-3 / REMOVED AND ANY CONSTRUCTION LIVE LOADS. THE FULL WIDTH OF THE BEAM. 2. ALL LVL BEAMS REQUIRE LATERAL SUPPORT OR BLOCKING AT BEARING POINTS. DESIGN LOADS 3. BUILT UP LVL BEAMS SHALL BE NAILED.OR BOLTED TOGETHER IN ACCORDANCE DL1. DEAD LOADS: THE WEIGHTS OF COMPONENT MATERIALS . . VAITH THE SCHEDULE IN THE MANUFACTURER'S LITERATURE, BUT NOT LESS THAN J ROWS OF 16d NAILS AT 12 INCHES O.C. THROUGH ALL PLIES. OL2. ROOF LIVE LOADS: COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE. RENOVATION AND RESTORATION GROUND SNOW LOAD 45 PSF + DRIFT. P. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE COMMONWEALTH OF OL3, ALLOWANCE FOR SOLAR PANELS: A. 26 PLF PER LINE OF SUPPORT BEARING ON ROOF WHERE SUPPORT SHARES MASSACHUSETTS STATE BUILDING CODE. I ROWS OF SOLAR PANELS B. 21 PLF PER LINE OF SUPPORT BEARING ON ROOF WHERE SUPPORT SUPPORTS L2. THE CONTRACTOR SHALL NOTIFY THE ENGINEERWHEN, IN THE COURSE ONE ROWS OF SOLAR PANELS OF CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED THAT ARE UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS OL4. ROOFTOP MECHANICAL UNITS (RTU'a): PER MANUFACTURER ONLINE CATALOGS CONDITION. IF IF LJ. INFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS - SPECIAL NOTE: IS BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN, WHICH MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS. SUCH CONTRACTOR .SHALL COORDINATE LOCATIONS OF REINFORCING h INFORMATION IS INCLUDED ON' THE ASSUMPTION THAT IT MAY BE OF SHOWN ON THESE DOCUMENTS WITH EXISTING CONDITIONS ag INTEREST TO THE CONTRACTOR BUT THE ENGINEER ASSUMES NO INCLUDING, BUT NOT LIMITED TO: RESPONSIBILITY FOR ITS ACCURACY OR COMPLETENESS. — PLUidBiNG asp L4. VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB. DISCREPANCIES — CONDUITS p SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER — ELECTRICAL z BEFORE PROCEEDING WITH THAT PART OF THE WORK. - Ducrs L5. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING PERFORM A COMPLETE SURVEY OF WORK AREA AND NOTIFY CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, THE ENGINEER OF ANY CONFLICTS OR INTERFERENCES PRIOR TO FABRICATION OF NEW MEMBERS. - REQUIRING RE—DESIGN OF REINFORCING WITH AN ALLOWANCE L6. PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO CONNECT OF A MINIMUM OF TWO WEEKS FOR THE ENGINEER TO PROVIDE NEW FRAMING TO EXISTING CONSTRUCTION, WHEREVER IT IS NECESSARY TO REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT NEW ALTERNATE REINFORCING AT THE REQUESTED LOCATIONS. Z WORK, THE AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH PROVIDE ENGINEER WITH LOCATIONS, TYPES, & SIZES OF O �' EXISTING ADJACENT WORK TO SATISFACTION OF THE ENGINEER. INTERFERING EXISTING CONDITIONS. L7. DETAILS SHOWN ON ANY DRAWING SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. LB. NOTIFY ENGINEER OF ANY CONTEMPLATED STRUCTURAL ALTERATION IN (11 REASONABLE TIME TO RENDER AND DOCUMENT HIS DECISION. L9. STRUCTURAL MATERIALS AND COMPONENTS SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. LTO. STRUCTURAL WORK ON THIS PROJECT SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ENGINEER APPROVED BY THE OWNER. ALTERATIONS OR MODIFICATIONS NOT INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING BEFORE SUCH WORK IS INITIATED. THE g ENGINEER SHALL INSPECT ALL STRUCTURAL ELEMENTS TO ASSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND THE STRUCTURAL INTEGRITY OF THE 2 , BUILDING BEFORE SUCH ELEMENTS ARE ENCLOSED. EXISTING STRUCTURAL DEFICIENCIES NOT INDICATED ON THE DRAWINGS OR EXPOSED DURING STrtULtVPAL CONSTRUCTION SHALL BE CORRECTED AS DIRECTED BY THE ENGINEER. csAzeu rvoTHs L 11. STRUCTURAL ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING GN_2 AND BRACING. a� I Slnctures NoriM1 ABBREVIATIONS ADOL ADDITIONAL FT FEET or FOOT REF REFERENCE ALT ALTERNATE FIN FINISH REINF REINFORCE or REINFORCEMENT ACI AMERICAN CONCRETE INSTITUTE FIN FL FINISHED FLOOR REM REMAINDER AISC AMERICAN INSTITUTE OF FL FLOOR REGO REQUIRED STEEL CONSTRUCTION FIG FOOTING - AISI AMERICAN IRON AND FON FOUNDATION SCHED SCHEDULE STEEL INSTITUTE SECT SECTION ASTM AMERICAN SOCIETY FOR GALV GALVANIZED SC SHEAR CONNECTOR TESTING AND MATERIALS GA GAUGE or GAGE Sim SIMILAR ARCHT ARCHITECT or ARCHITECTURAL GEN GENERAL SOD SLAB ON GRADE AWS AMERICAN WELDING SOCIETY GR GRADE SPECS SPECIFICATIONS AS ANCHOR BOLT GB GRADE BEAM STD STANDARD STL STEEL DM BEAM HVAC HEATING, VENTILATING AND SF STEP FOOTING BRG BEARING AIR CONDITIONING STIFF STIFFENER SETW BETWEEN HP HIGH POINT SIR STRUCTURAL B BOTTOM HS HIGH STRENGTH BEW BOTTOM EACH WAY HORIZ HORIZONTAL TEMP TEMPERATURE a BOCA BUILDING OFFICIALS & HEF HORIZONTAL EACH FACE TFE TETRAFLUORETHYLENE CODE ADMINISTRATORS INT'L T TOP INV INVERT TOC TOP OF CONCRETE C CAMBER TOS TOP OF STEEL CIP CAST-IN-PLACE JT JOINT TOW TOP AL WALL CTRD CENTERED il'P TYPICAL g CENTER LINE K KIP (1000 POUNDS) Q UBC UNIFORM BUILDING CODE e CO CLEAN OUT - LG LONG UNO UNLESS NOTED OTHERWISE CL CLEAR LWC LIGHTWEIGHT CONCRETE COL COLUMN LLH LONG LEG HORIZONTAL V or VERT VERTICAL CGNC CONCRETE LLV LONG LEG VERTICAL VEF VERTICAL EACH FACE c CMU CONCRETE MASvNRY UNIT LP LOW POINT VIF VERTICAL INSIDE FACE i CONN CONNECTION CONS? COAST CONSTRUCTION MANUF MANUFACTURER r - CONT CONTINUOUS MAS MASONRY VOF VERTICAL OUTSIDE FACE CJ CONTROL JOINTS MAX MAXIMUM COORD COORDINATE MITCH MECHANICAL WWF WELDED WIRE FABRIC MID MIDDLE W/ WITH O DEPR DEPRESSION MIN MINIMUM WP WORKING POINT Sr)DET DETAIL MISC MISCELLANEOUS 0 DIAMETER Q' , 00 DITTO (N) NEW DWG DWG DRAWING NF NEAR FACE .4 NTS NOT TO SCALE CV (E) EXISTING NWC NORMAL WEIGHT CONCRETE ^+ EA EACH NO NUMBER E EE EACH END EF EACH FACE OC ON CENTER ES EACH SIDE OPNC OPENING EVI EACH WAY ELECT ELECTRICAL PL PLATE EL ELEVATION PCB PRECAST BEAM ELEV ELEVATOR PVC POLYVINYL CHLORIDE 8 a 6 PSF POUNDS PER SQUARE FOOT EQ EQUAL PSI POUNDS PER SQUARE INCH 2 EQUIP EQUIPMENT P/C P/PRECAST CONCRETE srxucroxu EXP BOLT EXPANSION BOLT P/S P/PRESTRESSED GDTM.KOM EXP JT EXPANSION JOINT PCI PRESTRESSED CONCRETE INSTITUTE EXT EXTERIOR GN-3 JOB /17 STD csr.IZ 1. Structures North U®®® CONSULTING ENGINEERS, INC. SHEET NO. �' OF P.O. Box 8560. S A L E M, MA 0 1 9 T 1 CALCULATED BY DATE 05/0.7/2013 PH 976 745.6617 FAX 97e . 745.6067 WWW STRUCTURES - NORTH COM CIIECKEDBY DATE SCALE ' a _ Fo,2 : i aa c ,- ... Y, , (N)VA-9 I 19CPj}�SOIID V 1 N11jM �-I U1� GV"fGTll � ) / 6, 9 ! I t F-1 -3 GLn. h- �. n I 11 4 E�SvP1001Z7- s'v�PPu2 rs, nZP". • - 9 PFDOUCiRO] 5/14/2013 9:12 AM FROM: Leslie Ray Insurance TO: 9787409846 PAGE: 002 OF 002 Ae<> CERTIFICATE OF LIABILITY INSURANCE DATE IMMODNWYI `../ 1 11/1/2012 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 ADD17IONAL INSURED, the policy(les) 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 endorsemeri PRODUCER CONTACT Elaine Libby NME Leslie Ray Insurance Agency, Inc IPA HTN, Ea : (97B)927-2600 AIL No: (979)927-8938 129 Dodge Street E-MAIL CER SS INSURER(S)AFFORDING COVERAGE NAIL# Beverly MA 01915 msuRERAArbella Protection 41360 INSURED INSURERS:Travelers Richard Turner - DBA: Hamilton Works INSURERC: 30 Crescent Avenue INSURERD: NSURERE: Beverly - MA 01915 INSURERF: COVERAGES CERTIFICATE NUMBER:2012 Master 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 MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D POLICY BEE POLICY EXP LTR POLICY NUMBER MMIDUIYYYY MMIDDIYYYYRGENER�AGGREGATE LIMITS GENERAL LIABILITY RENCE $ 1,000,000 $ COMMERCIPL GENERAL LIPBILITY DAMAGE ocarDnce $ 100,000 A CLAIM6-MADE OCCUR B50OD5338 1/1B/2011 1/18/2012Bre,c,,cr) $ 15,000 ACV INJURY $ 1,000,000 GREGATE $ 2,000,000 GENLAGGREGATE LIMIT APPLIES PER'. OMP/OP AGG $ 2,000,000 X POLICY PRd LOG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) ALLOMEEU FSCHEDULED AUTOS AUTOS BODILY INJURY(Per accidanp $ HIRED AUTOS NON-OKNED PROPERTY DAMAGE $ AUTOS Perecdden[ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DIED L I RETENTIONS B WORKERS COMPENSATION I N,11ATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY IMIT ER ANY PROPRIETORIPARTNERiEXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBHR EXCLUDED' N/A (Mandatory in NH) 6K084567P76-5-12 /5/2012 /5/2013 E.L.DISEASE-EA EMPLOYEE $ 100,000 )yes desa@e under DESCRIPTION OF OPERAT'IONSbelow EL.DISEASE-POLICY LIMIT $ 500 000 DESCRPTIONOFOPERATIONSILOCAMONSIVEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION (978)740-9846 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Salem ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Building Inspector 12 Hanson street AUTHORIZED REPRESENTATIVE Salem, MA 01970 Richard Jones/ELAINE ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005101 The ACORD name and logo are registered marks of ACORD 5/14/2013 9:12 AM FROM: Leslie Ray Insurance TO: 9787409846 PAGE: 001 OF 002 Leslie S. Ray Insurance Agency, Inc. 129 Dodge Street Beverly, MA 01915 c o n f ax To: <8787408846> Fax Number: 9787409846 From: Penny McNeil Fax Number: 978-927-8938 Business Phone: 978-927-2600 Home Phone: Pages: 2 Date/Time: 5/14/2013 9:12:39 AM Subject. Richard Turner dba Hamilton Works To follow you will find a certificate of insurance for the above insured. Please let me know if you need anything further. Regards, Penny