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HomeMy WebLinkAboutBuilding Permit #990-15 - 100 FLAGSHIP DRIVE 6/1/2015 TLALQ�q `1/r NORTH I A?)Ad ^ �,�`BUILDING PERMIT cJt�' " • TOWN OF NORTH ANDOVER o . APPLICATION FOR PLAN EXAMINATION APPLIC x 1` Permit No#: Date Received sgcHus���y Date Issued: KTMORTANT: Applicant must complete all items on this page t LOCATION I®.O: Pr ' 1l PROPERT Y OWN ER"-'. ha-m�4--� I �r � j Pnnt, =d 00 Year Structure yes MAP _PARCEL: ZONING�DISTRICT Historic District r yes n ..p.. - 9 Y Machine Sho Villa TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition El Two or more family El Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition EI-Other s Septic ❑1Ne11' ❑ Floodplain 1Netlantls q 1Natershed�Ditnctg, i p Wader/Sewer DE CRIPTION OF W- RK TO BE PERFORMED: -V e. Identification- Pleas Type or Print Clearly (7- 79) OWNER: Name: ! /V/'Or f r Phone: Address: 100 I 77 , 77777777 Contractor Name Phoney ?fid Email. 1JAAAe �.. Ad( ress: Su'pervisor's Coristruction�License Exp : Date h Home ImprovernentLicen"se Exp:` Date,: - ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ 1 900() FEE: $ `io Check No.: ( Receipt No.: r)-6 NOTE: Persons contracting with unregistered contractors do not have access to the guaran fund -on -aittoi1 PJ NORTH A BUILDING PERMIT o��t1_E° 6 16 gtio )Ad TOWN OF NORTH ANDOVER o -< APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received �SsgAr cHus���� Date Issued: IMPORTANT. Applicant must complete all items on this page i : LOION i ." CAT PROPERTY OWNER ­7� m=u .� It c ►^e �1.� �Fnnt €--100 Year Structure ps, EMAP . FARDEL =ZONING DISTRICT Histone District "yes n r M _ _ 9 achne Stop�VilFa e . -yes: TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition El Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ElRepair, replacement ElAssessory Bldg ❑ Others: ❑ Demolition ❑ Other _ _.�� ❑ Septic p`1Nell. ._., ❑ Floodplain. O Wetl`antlsT D 1Natershedi Distract: DE CRIPTION OF W. RK TO BE PERFORMED: �I Identification- Pleas Type or Print Clearly OWNER: Name: i r 1 o Phone: 77 �15 — ,/ Address: 100 1 9 r nti Contractor Name, Phone c� Email:. :.. >t 'Add-, ress � LL 4 •,E Ex ;Date: �� Supervisor's Construction Licerise p Home,Irmpro\1ernent License.= Exp-D at wh: 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: $ 1 d FEE: $ I ( O ` Check No.: Receipt No.: S� I NOTE: Persons contracting with unregistered contractors do not have access to the guaran funred - = - , _m Location No. Date s, • - TOWN OF NORTH ANDOVER,o ' Certificate of Occupancyzwo $ „ z Building/Frame Permit Fee $ Foundation Permit Fee Other Permit Fee $ TED TOTAL $ ~ { , A Check# 28856 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑; TYPE OF SEWERAGE DISPOSAL r - f Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools \E]; Well ❑ Tobacco Sales ❑ Food Packaging/Sales 'El - 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 HEALTH Reviewed on Signature COMMENTS Zeroing 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 Town Engineer: Signature: Located 384 Osgood Street FIRE DEP/ RA MENT "- Ternp ®umpster on sit Ryes '`'' • r- "` `: no �- ' z Located at 124 Main S reel I r Fre Depa tlllent ' 41 Rcx,.`,g ����esa4' C®MMEAN JNf. c u #• X� b r y'c t �ci 4sXs 9 I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: i ELECTRICAL: Movement of Meter location, roast 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.) Oleo Y-a (A2 Qr' I ® Notified for pickup Call Email Date Time Contact Name Doe.Building Permit Revised 2014 r 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 4, Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract 4� Floor Plan Or Proposed Interior Work �& Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4, Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit / 1 Photo Copy of H.I.C. And C.S.L. Licenses 4 Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4 Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 6 Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses 4 Workers Comp Affidavit .4. Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) 4 Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:Building Permit Revised 2014 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 Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan-- Workers lanWorkers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products IN OTE: 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 J NORTH Town E �, over 0 N®. -IF h ,ti ver, Mass, Ills LAKI A- coc Hlc Hl WlcH y14 7d RATEO PP��.�S 11S u BOARD OF HEALTH Food/Kitchen 12ERMIT T Septic System THIS CERTIFIES THAT BUILDING INSPECTOR .......................... �A�nc .... .. . .� Qs..... J1 ............... has permission to erect .......................... buildings on ...10.0...... . ' Foundation Rough to be occupied as .9.R. ... ;16TClK..�:...........Cs \..... .i ...vMChimneyy...-........l:............ provided that the person accepting this permit shall in eve� 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 CONSTRUCTIO TS Rough Service ................ 0j.T ....... ...................BUILDING..................INSPECTOR.. Final - 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. Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Advance Reprographics Date: 03/02/15 Property Address: 100 Flagship Drive,Andover,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:New exhaust and makeup air systems 1,Andrew W. Arsenault,MA Registration Number: 50816 Expiration date: 06/30/16,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or q electronic signature and seal: DREWW. M.ECHAN16AL NO.608i Phone number: 207-337-2473 Email: awallc@maine.rr.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 J B Gosselin From: Andrew Arsenault <awallc@maine.rr.com> Sent: Tuesday, May 26, 2015 12:37 PM To: 'Dave Magnuson'; B Gosselin Cc: Doug Waitt Subject: RE:Advance Reproduction Attachments: 2015-03-02 Initial CCD Adv Repro.pdf, 2015-03-02 Adv Repro 14152 Mech Stamped.pdf Bob- Attached please find the stamped drawings and the Initial Construction Control Document. Dave will need to do a site inspection before we can issue the Final Construction Control Document. Andy Andrew W. Arsenault,P.E.,LEED AP A WA LLC For.Design Day Mechanicals,Inc. 81 Pointed Fir Blvd Wells, ME 04090 207-337-2473 awal.lc a,.maine.rr.com From: Dave Magnuson [mai Ito:Dave @dmdrafting.com] Sent:Tuesday, May 26, 2015 11:27 AM To: '13 Gosselin' Cc: 'Andy Arsenault' Subject: RE:Advance Reproduction Perfect,thanks Bob. Andy and I we discussing it,and he was pretty sure the"initial construction control document"was what you needed too. I've CC'ed him on this email Dave Magnuson DM Drafting& Design, LLC Email: Dave@DMdrafting.com Phone: (603)463-1086 From: B Gosselin [mailto:BGosselinCcbcorrecttemp.com] Sent: Tuesday, May 26, 2015 11:01 AM To: Dave Maguson Subject: Advance Reproduction Hi Dave, The inspector called for an Initial construction control document, a final affidavit and stamped drawings. You can just email and if he requires a wet stamp i will let you know. Thanks Bob Gosselin i Sent from my Galaxy SRl11 Z Initial Construction Control Document (This Document is for Structural Design and Construction Review.) Submitted by a Registered Design Professional for work per the 8`" p edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Advanced Reproductions North Andover MAU Roof Load Review Date: May 26, 2015 Project Address: 100 Flagship Drive-North Andover,MA DEI Proj.No.: D3222.1 Project: Check(x)one or both as applicable: ❑New Construction ® Existing Construction Project Description: Installation of two MAU units per DEI structural sketches SK-1 through SK-5 dated 3/23/15 I, Jonathan M. Lon cg hamp, P.E., of Daigle Engineers, Inc. MA Registration Number: 35867 Expiration Date: June 30, 2016, am a registered design professional, and I have prepared or directly supervised the preparation of the structural de- sign plans, computations and specifications concerning: ❑ Architectural ® Structural ❑ Mechanical ❑ Fire Protection ❑ Electrical ❑ Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engi- neering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary pro- fessional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as deemed necessary based upon the complexity of the work. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to formulate our professional opinion if the work is being performed in a manner con- sistent with the intent of the construction documents,industry standards,and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports (see item 3.) together with pertinent com- ments,in a form acceptable to the building official. Upon completion of our construction review services,I shall submit to the building official a`Final Construction Control Document'. DEI shall be relieved of all construction verification responsibility if the final construction contr ment can not be provided. Enter in the space to the right a"wet"or ��, 1.NAMTHAN electronic signature and seal: rz LONGCHAMP c`�i STRUCTURAL i No.35867 G/ST Phone Number: 1-978-682-1748 ext. 117 Email: jiongchamp@daigleengineers.com Ss, Building Official Use Only Building Official Name: Permit No.: Date: W )aigle Engineers, Inc. Jon Longchamp Jonathan M. Longchamp, PE, SECB Principal/President Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978-682-1748 (ext. 117) 603-489-9116 (cell) 978-682-6421 fax htty:[f www.daigleengineers.com This electronic document contains information from Daigle Engineers Inc.(DEI)which may be confidential,privileged or otherwise protected from disclosure under applicable law.If you have received this transmission in error,please notify DEI via return email and delete the original message and any attachments immediately without distributing this information to any other party. Electronic drawing files are intended'for information"purposes only.DEI assumes no liability for their accuracy,nor any responsibility for their alteration or transfer.Electronic drawing files shall in no way be used in lieu of stamped and signed structural drawings. 2 ,s B Gosselin From: Jon Longchamp <jlongchamp@daigleengineers.com> Sent: Tuesday, May 26, 2015 10:01 AM To: B Gosselin Cc: Benjamin Bolger Subject: FW:Advance Reproductions MUA 1&2 Attachments: D3222.1-ICCD-052615.pdf Bob Attached is our initial construction Control document. Please let us know when you are ready for us to view the completed structural work. We will just handle this additional work on an hourly basis. Very Truly, Daigle Engineers, Inc. Jon.Longchamp Jonathan M. Longchamp, PE, SECB Principal/President Daigle Engineers, Inc. 1 East River Place Methuen, MA 01844-3818 978-682-1748 (ext. 117) 603-489-911.6 (cell) 978-682-6421 fax http://www.daigleengineers.com This electronic document contains information from Daigle Engineers Inc. (DEI)which may be confidential,privileged or otherwise protected from disclosure under applicable law.If you have received this transmission in error,please notify DEI via return email and delete the original message and any attachments immediately without distributing this information to any other party. Electronic drawing files are intended"for information"purposes only.DEI assumes no liability for their accuracy,nor any responsibility for their alteration or transfer.Electronic drawing files shall in no way be used in lieu of Stam ed and signed structural drawin s. From: Jon Longchamp Sent: Monday, March 23, 2015 2:10 PM To: 'B Gosselin' Cc: Benjamin Bolger Subject: RE: Advance Reproductions MUA 1&2 Bob Attached are the stamped sketches for construction. Please let us know if there are any questions or you need additional assistance. Very Truly, 1 A B C 30 SK-3 EXISTING BUILDING COL. (TYP.) MAU-2 i 1 2 1 ° MAU-I 1 3 SK-2 I I 5 Iw EXISTING ROOF TOP EQU PMENT REVIEWED// INSTALLED B OTHERS. EXISTING BUILDING (TYP.) CALLED NORTH 10 KEY PLAN APPROx.SCALE: 1/32"= 1-0 PROJECT: STAMP: MAU ROOF LOAD REVIEW FOR: DRAWN BY: PATE: Frn�ssa BKI3 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER z JONATHAN DES.°NED Br: REFS'°"DATE.: zq M. v BKB/JML 100 FLAGSHIP DRIVE-NORTH ANDOVER, MA o LONGCHAh4F CHECKED BY: REVISION DATE 2: v STRUCTURAL ti Na.35867 JML Daigle Engineers, Inc. y ��G R �q DEI JOB NO.: SKETCH NO.: 10 I East River Place /STf Methuen, MA O 1844-3818 SSS NAL ENG D3222 SK- CLIENT NO.: 978 G82 1 748 SKETCH SEQUENCE: www.claigieencjincer5.COM 978 G82 G42 I (fax) ; NATURE I OF 5 ©oei zo i a E3 ALIGN LONG SIDE OF CURB DIRECTLY OVER JOIST GIRDERS ON GRID LINE "B"' EXIST. 20 DEEP OPEN WEB STEEL JOISTS @ 5-0" O.C. (TYP.) PROPOSED 'MAU-I' RTU. MAX. O ERATING WT. (INCLUDES CURB AND ACCESSORIES) 40 HSS2/2x2/2x3/6" TIGHT TO SHALL NOT EXCEED 2,400 1125 . UNDERSIDE OF DECK. LOCATE SK-4 UNDER UNIT CURB. FYP.) EQUAL HSS2/2x2/2x3/6" (12" LONG) FOR ADDED CURB SUPPORT (ON TOP OF JOIST GIRDER). L3x3x3/6"TIGHT TO UNDERSIDE CENTER OVER JOIST GIRDER*TACK WELD IN OF DECK. LOCATE UNDER UNIT I CURB. (TYP.) PLACE. I I I 1 � 3I --4--a * 41 HSS 2%2x2%2" TO BEAR ON TOP OF EXIST. ' 5K-4 EXIST. ROOF J015T GIRDER(TYP. -TACK WELD IN �� JOIST (TYP.) PLACE). - r EX ST. HSS GxG BL G. COL. 1 L-- - -- EQUAL �I REMOVE EXISTING RTU AS SHOWN ON 6m LROOF DECK PEN RATION, MECHANICAL PLANS. COORDINATE WITH MECH. DWG's. I EXIST. WALLS EXIST. 28" DEEP JOIST GIRDER BELOW F*-- JOIST STIFFENER. SEE DETAIL"4 1/5K-4" *p�RTIAL ROOF FRAMINGPLAN MAU-1 INSTALLATION APDX.SCALE: 1/4"= 1'-0" PROJECT: MAU ROOF LOAD REVIEW FOR: - STAMP: _ DRAWN BY: DATE: �.��,Fi flF pgfigs� BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER ?�' Jah1ATHAN DESIGNED BY: REVISION DATE I: �� �, � BKB/JML 100 FLAG5111P DRIVE- NORTH ANDOVER, MA a La IN CHAMP CHECKED BY: REVISION DATE 2: v STRUCTURAL Na,35857 JML Daigle Engineers, Inc. 9 I East River Place G ISTD�ti� F4 DEI JOB NO.: SKETCH NO.: • qw c D3222 Methuen, MA O 1844-3818 SSS tjAL ~N�� 5K-2 CLIENT NO.: 978 682 1 748 SKETCH SEQUENCE: www.daig1eengineer5XOM 978 682 G42 1 (fax) 5 NATURE 2 OF 5 ©ori zoi+ C EXIST. 20 DEEP OPEN WEB ALIGN LONG SIDE OF CURB DIRECTLY STEEL JOISTS @ 5'-0" O.C. OVER JOIST GIRDERS ON GRID LINE "C". (TYP,) PROPOSED 'MAU-2' RTU. MAX. OPERATING UNDERSIDE OF DECK. LOCATE WT. (INCLUDES CURB AND ACCESSORIES) —\\ SHALL NOT EXCEED 2,400 1195 . 40 HSS2/2x2%2X3/6'TIGHT TO SK-4 UNDER UNIT CURB. (fYP.) EQUAL HSS2%2x�2x3/6" (12" LONG) FOR ADDED CURB SUPPORT (ON TOP OF JOIST GIRDER). L3X3x3/6"TIGHT TO UNDERSIDE CENTER OVER JOIST GIRDER t TACK WELD IN OF DECK. LOCATE UNDER UNITURB. (TYP.) PLACE. 2 41 S K-4 HSS 2/2x2Y2" TO BEAR ON TOP OF EXIST. JOIST GIRDER(TYP. - TACK WELD IN EXIST. HSS GxG BLDG. COL. PLACE). EQU L. EXIST. ROOF DRAIN (BELOW MAU-2 EXIST. ROOF FANS) TO REMAIN. EXIST. WALLS JOIST (TYP.) EXIST. 28" DEEP JOIST GIRDER BELOW - JOIST STIFFENER. SEE DETAIL"41/SK-4" *P�R_T'ALROOF FRAMINGPLAN MAU-2INSTALLATION) OX.SCALE: 1/4"= 1'-0" PROJECT: MAU ROOF LOAD REVIEW POP: STAMP: _ DRAWN BY: DATE: 1j OF ttgss BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER tea' JaNATH N qy DESIGN ED BY: REVISION DATE 1: o s BKB/JML 100 FLAGSHIP DRIVE-NORTM ANDOVER, MAQ LONG&AM1AF CHECKED BY: REVISION DATE 2: u STRUCTURAL v Na,35867 JML . Daigle Engineers, Inc. 9 Q!o DEI JOB NO.: SKETCH NO.: • I East River Place c /STSG Methuen, MA 0 1 844-38 1 8 SS! NAL IE D3222 5K-3 978 G62 1 748 CLIENT NO.: SKETCH SEQUENCE: www.daigleengineers.com 978 G82 G42 I (fax) s NATURE 3 OF 5 ©oe zo i a PROPOSED RTU NOT SHOWN JOIST JOIST EXTEND CLIP L JOIST T'P• TYP I" MIN. BEYOND CENTERLINE OF JOIST 11SS 2%2x2,1'2 1155 2%2x2%2 1 //l VERIFY w/ L3x3"TIGHT TO UNDERSIDE CURB OF METAL DECK(TYP.) Y4' THICK CLIP SEAT EXIST. 26" J015T AS REQ'D (TYP.) I" MAX. (TOE OF JOIST (TYP') SEE DETAIL"4 1" FOR REQ'D TO BACK OF CLIP L) J015T STIFFENERS. 5E DETAIL"4 1" FOR REQ'D J015T STIFFENERS. 40 TYPICAL RTU ANGLE FRAME SECTION APPROX. SCALE: 3/4"= 1'-0" RTU CURB AND ANGLE DBL. I%2x I%2x3/6' JOIST STIFFENERS FRAME SUPPORT POINT (ONE EA. SIDE OF JOIST). PROVIDE%a" RTU CURB SUPPORT POINT GAP BETWEEN END OF STIFFENER t- (CENTERON JOIST GIRDER) JOIST CHORD (TYP. @ TOP. t BOT.) I/8 zz EXIST. J015T GIRDER EXIST. JOIST I/8 DO NOT GOUGE, NICK, OR DAMAGE JOIST DURING WELDING OF STIFFENER ANGLES. 41 TYP. JOIST STIFFENER DETAIL APPROX.SCALE: 3/4"=1'-0" PROJECT: MAU ROOF LOAD REVIEW FOR: STAMP: DRAWN BY: DATE: OF t�rBKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER �s' JONATHAN 9 DESIGNED BY: REVISION DATE I: M. BKB/JML 100 FLAG51111'DRIVE-NORTH ANDOVER, MAo LONGCHAMR CHECKED BY: REVISION DATE 2: STRUCTURAL y Na.35$67 JML owDaigle Encgmeer5, Inc. 9 FFv� FQ DEI JOB NO.: SKETCH NO.: G I East River Place JSTZ D3222 Methuen, MA 01844-3818 SSS NAL�� SK-4 978 G82 1 748 CLIENT NO.: SKETCH SEQUENCE: www.claicjlcencjincer5.com 978 G82 642 I (fax) S NATURE 4 OF 5 ©Dei 20 1 a r , r GENERAL NOTES 1 . STRUCTURAL STEEL: A) ALL STRUCTURAL STEEL ROLLED SHAPES, PLATES, BARS, AND "HSS" HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO THE FOLLOWING: ASTM A500 - GRADE B (Fy = 4G k5i): SQUARE RECTANGULAR"H55" ASTM A3G (Py = 3G k5i): ALL OTHER STRUCTURAL STEEL SHAPES B) ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.5.C. SPECIFICATIONS. C) ALL WELDED CONNECTIONS SHALL BE MADE U51NG E70XX ELECTRODES. WELDING SHALL COMPLY WITH A.I.5.C. AND A.W.S. SPECIFICATIONS AND SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS. WELD SIZES NOT INDICATED ON THE DRAWING5 SHALL BE MINIMUM WELD SIZES, AS REQUIRED BYTHE A.I.S.C., BASED ON THE THICKNESS OF THE THICKER MEMBER IN THE CONNECTION. D) THE GENERAL CONTRACTOR AND HI5 SUBCONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD (5.E.R.) OF ANY AND ALL DEVIATIONS PRIOR TO FABRICATION/ERECTION. E) ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A RUST-INHIBITIVE PRIMER. TOUCH-UP ALL SCRATCHES, WELD BURNS, AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED. 2. MISCELLANEOUS: A) THE GENERAL CONTRACTOR SHALL VERIFY ALL DETAILS AND DIMENSIONS WELL IN ADVANCE OF THE WORK TO PREVENT DELAYS IF ADJUSTMENTS HAVE TO BE MADE AND TO AFFORD AMPLE TIME TO ADJUST LAYOUT IF 50 WARRANTED. NOTIFY ENGINEER OF ANY DISCREPANCIES. B) ALL WORK SHALL COMPLY WITH THE 2009 IBC * 8TH EDITION MASSACHUSETTS BUILDING CODE. C) CONTRACTOR/5UBCONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE FOR FULL COMPLIANCE WITH ALL FEDERAL 05HA SAFETY REGULATIONS AND REQUIREMENTS RELATED TO THE PROJECT. D) THE EXISTING CONDITIONS SHOWN HAVE BEEN BASED ON V15UAL OBSERVATIONS ONLY, AND IS NOT A RESULT OF AN IN-DEPTH INVESTIGATION INTO THE STRUCTURE ITSELF. IT 15 THE CONTRACTOR'S RE5PON51BILITYTO CONDUCT IN-DEPTH INVESTIGATIONS AND/OR TESTING WHEN UNKNOWN CONDITIONS ARISE. ALL DIMENSIONS RELATED TO THE EXISTING CONSTRUCTION ARE APPROXIMATE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE FABRICATION, AND THAT ALL DETAILS ARE COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH, OR CONDITIONS THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS, BEFORE PROCEEDING WITH ANY WORK. E) THE STRUCTURAL DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS, OFFSETS, SPACINGS, ETC. FOR ANY STRUCTURAL FRAMING MEMBERS, FOUNDATION WALLS, ETC. PROJECT: MAU ROOF LOAD REVIEW FOR: STAMP: DRAWN BY: DATE: of BKB 3/23/15 ADVANCED REPRODUCTIONS N. ANDOVER a° JQNATHAN y DESIGNED BY: REVISION DATE I: M. v BKB/JML 100 FLAGSHIP DRIVE- NORTH ANDOVER, MA o LON CLAMP CHECKED BY: REVISION DATE 2: U STRUCTURAL No.35$67 JML . Daigle Engineers, Inc. 9 FFG w< �4 DEI JOB NO.: SKETCH NO.: I East River Place C /STS �� Methuen, MA O 1844-3818 17 / NAL vk D3222 5K-5 CLIENT NO.: 978 G82 1748 SKETCH SEQUENCE: www.claicjlecn6jincer5.COM 978 G82 G42 I (fax) NATURE 5 OF 5 ©oe 2014 05/29/2015 14:44 FAX 978 685 1771 ADVANCE REPRODUCTIONS 12 002/002 Affidavit Advance Reproductions Corp. Make Up p Air Roof To installation state as follow: 1._ ! am the owner of the property/building located at 100 Flagship Drive, North Andover MA 2, l am the president of Advance Reproductions Corp. residing at 100 Flagship Drive, North Andover MA, 3. 1 give permission to Correct Temp Inc,, 263 Hampstead Street, Methuen MA to install necessary make up air rooftop units and ductwork for Advance. Reproductions Corp. located at 1.00 f=lagship Drive, North Andover MA. !>roperty Owne /Pref On t/ ate 1DO Flagship Drive North Andover, MA 01845 Notary Public T. /9Y)e,�'c) MAY 2 9 1Ub N;rCiiry bI 'rintecl Name Date MAY ......... Z.tory Pu is Signature Date ;�3� o? •.. rn; "i T m C,r)namission expires on o2`T dray of 20 ' 0110