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Home My WebLink AboutMiscellaneous - 154-156 North Ramp Road 154 - i s( A/ok IlV1Qtro,1/ I I �` U1 .� '� 0 �. � -. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 242-1334 1 Massachusetts Wetlands Protection Act M.G.L. c. 131 §40 A. General Information Important: North Andover When filling From: out forms on 1.Conservation Commission the computer, 2. This issuance is for(check one): ® Order of Conditions use only the ❑ Amended Order of Conditions tab key to 3. To: Applicant: move your cursor-do not - WTF, LLC use the return a. First Name b.Last Name key. c.Company P. O Box 995 d. Mailing Address rea North Andover MA. 01845 e. City/Town f.State g.Zip Code ' 4. Property Owner(if different from applicant): Airport Commission City of Lawrence a. First Name b.Last Name 492 Sutton Street c.Company d. Mailing Address North Andover MA. e. City/Town 01845 f.State g.Zip Code 5. Project Location: 492 Sutton Street North Andover a.Street Address b.City/Town Map 76 Parcel 3 lat c.Assessors Map/Pi—at Number d. Parcel/Lot Number Latitude and Longitude, if known (note: 44-43"-21' electronic filers will click for GIS locator): e. Latitude 71-0itude f. Longgitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex North County 6 b.Certificate(if registered land) 673 401 c. Book 7. Dates: 8/18/05 d.Page .., /f �. a.Date Notice of Intent Filed b.Dat P lic Hearing Closed c. Dat of Isance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Existing Conditions Plan W. T. F, LLC, Hangars 154 & 156 North Ramp Road a. Plan Title Andover Consultants, Inc. William S. MacLeod, P. E. D.Prepared By c.Signed and Stamped by 8/ 1"=40' & 1" =20' d.Final inal Revision Date e. Site Plan W. T. F, LLC, Hangars 154 & 156 North Rampcale Road f.Additional Plan or Document Title 8/3/05 s. Total WPA Fee Paid: $ 1,625.00 $ 512.50 $ 1, 112.50 9.Date a.Total Fee Paid b. State Fee Paid c.City/Town Fee Paid wpaform5.doc• rev.3/1/05 Page 1 of 9 7 4 l V Date. ll G... .. ,aONTM Of .. ,e�y0 o? �` 16 TOWN OF NORTH ANDOVER • PERMIT FOR GAS INSTALLATION �, �,SSAC NUSEtSy •i his certifies that . ./1.4. .Ly. . . . . ? . l . . . . . . . . . . . . . . has permission for gasinstallation . . . u4 .F -. t��/.. . . . . . . . . . in the buildings of .,! !� l. ..`:r �« at . ��. . . .h. . .1� ' `:.!'. .��. . . . , North Andover, Mass. Fee. . . Lic. No.. c.'. ... . . . . . . . .��'` . . . . . . . . . . . GAS INSPECTOR Check# t/ 1 FASSAa SETTS UNIFORM APPLTCATON FOR PERttiIlT TO DO GAS FMING (Type or print) Date NORTH ANDOVER,MASSACHUSETTS Building Locations / / /(t/m P �j Permit# Amount$ Owner's Name L V uc U N 41 New Renovation ❑ Replacement ❑ Plans Submitted ❑ U cn Z z O tx'' W F7 W ¢' v E 4 C7 p Ca D GH Z a ti WC'n p0p� z O �4' '� E-' W O w 3 A U` �d U x y A a F O SUB -BASEM ENT BASEMENT 1ST. FLOOR 2ND . FLOOR 3RD. FLOOR 4TH . FLOOR 5TH . FLOOR 6TH . FLOOR 7TH. FLOOR 8TH . FLOOR {1 (Print or type) hec one: Certificate Installing Company Name V [ Corp. Address Partner. OI ❑13usmess Te ephone Firm/Co.- Name irm/Co:Name of Licensed Plumber or Gas Fitter INSURANCE COVERAGE Check one: I have a current liability Insurance policy or it's substantial equivalent. Yes [] No If you have checked yes,pl s ndicate the type coverage by checking the appropriate.box. Liability insurance policy Other type of indemnity 0 Bond 0 Owner's Insurance Waiver: I am aware that the licensee does not have the Insurance coverage required by Chapter 1.12 of the :Mass.General Laws,and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner C] Agent hereby certify that all of the details and information I have Sub or entered)in above appli are to ind accurate to the, beat of my knowledge and that all plumbing work and insta ,tions per orme uaer Per it Iss d fo his a pl' ation will he in compliance with all pertinent provisions of the.Massachi .cttS Sta .. ,as C t and Cha e Ge r Laws. By: Signature of Licensed Plumb�r Or Gas Fittcr Tittle Plumber 04; City/Town M as Fitter -cense;Num5er Master Journ APPROVED(OFFICE USE ONLY) � eyman t S � \4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 295-09 Date: 5/19/10 THIS CERTIFIES THAT THE BUILDING LOCATED ON North Ramp Road MAY BE OCCUPIED AS Hanger IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Mark Scott MEMLV LLC North Andover MA 01845 Building Inspector NORTH TO" of Andover . A 0 No. c2 96"' 1:0 C% LAKE dover, Mass., ' 0 COCHICHEWICK 0RATED S BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System /""V/ 11 7 BUILDING INSPECTOR THISCERTIFIES THAT................................ . . .. ...... ............................................................................................ 4. ....... Foundation .......... .......... has permission to erect........................................ buildings on ... .. ... ................................. Roughxv- t s....... Chimney o be occupied a 7�` x �7........................................................................................................................................... provided that the person accept(ng this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the action, Aftration and Construction of Buildings in the Town of North Andover. 1 640 �CIO PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPEqOR UNLESS CONSTRUCTION STARTS �.-U W5, ......................... Service ......... BUILDING INSPECTOR Occupancy- Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. SAM U E LS & ASSOCIATES LAWRENCE S. GREEN Vice President-Director of Construction 333 Newbury Street, Boston, MA 02115 Igreen@samuelsre.com, www.samuelsre.com phone. 617.247.3434 fax. 617.603.5540 Falcon North Hangar FINAL REPORT AND AFFIDAVIT ORIGINAL BUILDING PERMIT ORIGINAL AFFIDAVIT FORM WEEKLY FIELD REPORTS PROGRESS PHOTOGRAPHS PLANS 1 O OFFICE OF BUILDING INSPECTOR TO W N OF NORTH ANDOVER CONSTRUCTION CONTROL FINAL REPORT AND AFFIDAVIT PROJECT TITLE: FALCON AIR HANGAR (2) PROJECT LOCATION: LAWRENCE AIRPORT, NORTH SIDE NAME OF BUILDING. FALCON AIR HANGAR (2) NATURE OF PROJECT: AIRCRAFT STORAGE HANGAR IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Lawrence S. Green Registration No. 20828 BEING A REGISTERED PROFESSIONAL ENGINEER/A1RrHITCrT HCDCRV r-COTICv THAT — I HAVE PREEPAIREED QIR DIRF=CTI V QI IDCp\/ICCrI THC DDCDApATI(lAI !l= AI 1 MF=RIaNI ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY FOR THC AROVE-NAMED PRO 'ECT ARID THAT CI ICH DI AAIC C DAPI ITATIQNS AND CDC(`ICI(`ATIlIAIC ACCT THC ADDI 1/'`ARI C DD(1\/ICI(IAIC (1C THC 7S2l1 !•`AAD �AACCAf`HI ICCTTC A Alll ODIIIAIAAI(`CC C(1D THC DD(1D(1CCI1 1 ICC ANIQ 0=1 IDANICY }CI IDSHCD CERTIFY THAT I HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES. AND WAS PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK dS PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND HAVE BEEN RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept. shop drawings. samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine. in general, if the work is being performed in a manner consistent with the construction documents PURSUANT TO SECTION 116.2 ATTACHED HEREWITH ARE WEEKLY, A ESS REPORTS, TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER L439 09�^INSPECTOR �o RTIFY THAT THE PROJECT HAS BE L SATISFACTORLY ams 8 !S Q` Ignature IBED AN SWORN TO BEFORE ME THISDAY OF 266J'�/�ICC�1 0200 lfAHLN r�i�ar;HLUSU-MARSH YC XPIRE1Stary f ub@c: NO A Y PUBLIC. Cornmonw,ralth of Kassa„nusms My Commission Expires December 29,2011 �, 3 I i I I i I N OFFICE OF BUILDING INSPECTOR TO W N OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: FALCON AIR HANGAR (2) PROJECT LOCATION: LAWRENCE AIRPORT, NORTH SIDE NAME OF BUILDING. FALCON AIR HANGAR (2) NATURE OF PROJECT: AIRCRAFT STORAGE HANGAR IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Lawrence S. Green Registration No. 20828 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHIT-EGT HERERY GERTIrV TU AT I HAVE DREE ARED OR DIRECTI V SUPERVISED THE PREPARATION OF Al I DESS N ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY FOR THE ABOVE_NAMED PIRG IRCT AND THAT SUCH DI AAIC COMPUTATION'S AND C�C!`ICI(`ATI()NIC MEET THC ADDI IG.ARI F PROVICIGA1C OF THE 780 GBAR MASSACHUSETTS E ENGINEERING PRACTICES AND APPI 'CAR' I= I AWS A AI II QR III AIAAIG CC F Q R THC P R Q P QCFIl '-'S-;C AAI fI Q G Q 1 IDA AI QY I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES.AND �J BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept. shop drawings. samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine. in general, if the work is being performed in a manner consistent with the construction documents PURSUANT TO SECTION 116.2 1 SHALL SUBMIT WEEKLY,A PROGRESS REPORT, TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK. I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature SUBSCRIBED AND SWORN TO BEFORE ME THIS _DAY OF 2009 MY COMMISSION EXPIRES NOTARY PUBLIC. I W V �`I 1�1 LSG CORPOIRATION 1 Wells Avenue,Vh Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 10/16/2009 Project: Falcon North Hangar Weather: 40/light rain Work: Layout and Conservation Hay Bales etc Comments: 0r S ��1• 9cy LAVIRME S. GREEfN 1 v N4. 24828 r •off 'PGI ��,;':.��. �SS�ONAL LSO CO] PO]RATION 1 Wells Avenue,4h Floor Newton,XIA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 11/1/2009 Project: Falcon North Hangar Weather: 48/ Cloudy Work: Excavation and Foundation Comments: Work Progessing Satisfactory satisfactory \�tH OF Pify�n LA:9RENE , S. GREEN �J N0. 20828 �o G/STEP: .: gowI'� LSG CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel:617 965-7187 Fag:617 603-5540 Cell: 617 513-0065 FIELD INSPECTION Date: 11/18/2009 Project: Falcon North Hangar Weather: 50/Clear Work: Foundation Comments: Ctisfactory r LSG CORPORATION I Wells Avenue,4`b Floor jNewton,MA 02459 Tel:617 965-9189 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 11/18/2009 Project: Falcon North Hangar Weather: 50/clear Work: Foundation Comments: C5atisfactory c {1�WREPICE Y.. �. ' S. G4tiE1V a��. �t0. 20828 n vi°y D,c�SSf 0��c,� t,;,•r" LSG CORPORATION 1 Wells Avenue,4h Floor Newton,MA 02459 Tel: 617 965-7187 Fax: 617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 11/25/2009 Project: Falcon North Hangar Weather: 45/rain Work: Steel Shake out Final interior grading and compaction Comments: Satisfactory LAWRENCE ZE S. GREEN CA NO. 20828 LSG CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 12/1/2009 Project: Falcon North Hangar Weather: 45/rain Work: Steel Shake out Comments: C jv' y IAWRENCE :r„ e S. GREEN ` = MM 20828 pM1iE1t LSG CORPORATION 1 Wells Avenue,4h Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 12/7/2009 Project: Falcon North Hangar Weather: 33/clear Work: Steel erection/panel Comments: Satisfactory C N OF IAWREE S. EEN CA MM 20828 W 0� LSO CORPORATION 1 1 Wells Avenue,4h Floor Newton,MA 02459 Tel:617 965-7187 Fax: 617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 12/15/2009 Project: Falcon North Hangar Weather: 45/cloudy Work: Door erection Comments: Oatisfactory cy LAWRENCE Gs S. GREEN a N0. 20828 •P4� Gi5T �o SSS/OPi1?L ` a'� LSG CORPORATION 1 Wells Avenue,4`l'Floor 0 Newton,MA 02459 Tel: 617 965-7189 Fax: 617 603-5540 Cell: 617 513-0065 FIELD INSPECTION Date: 1/12/2009 Project: Falcon North Hangar Work: Finish erection and roofing Comments: Otisfactory �� QF A9gsJ' �f` fAVJRENCE �G`�;, S. GREEN cam+ N0. 20828 i LSG CORPORATION 1 Wells Avenue,4h Floor Newton,MA 02459 Tel: 619 965-9189 Fax:619 603-5540 Cell:619 513-0065 FIELD INSPECTION Date: 1/19/2009 Project: Falcon North Hangar Work: No work heat only Comments: 0 �ZH QF A`ASs LAWRENCE -Z S. GREEN N0. 20828 LSO CORPORATION 1 Wells Avenue,4`b Floor (�1 Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 1/27/2009 Project: Falcon North Hangar Work: No work Heat only Comments: GF LAWRENCE G o S. GREEN -3 v N0. 20828 �SS�ONA� LSG CORPORATION 1 Wells Avenue,4`h Floor (�/1 Newton, MA 02459 Tel: 617 965-7187 Fax:619 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/3/2009 Project: Falcon North Hangar Work: No work heat only Comments: C or *0? $ f �rS^Itl�tix� . LSG CORPORATION 1 Wells Avenue,4"'Floor �j Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/11/2009 Project: Falcon North Hangar Work: No Work Heat only Comments: C O�f6 LSG CORPOIRATION 1 Wells Avenue,Oh Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/20/2009 Project: Falcon North Hangar Work: No Work heat only Comments: C LAWRENCE rn� S. GREEN v N0. 20828 LSG CORPORATION 1 Wells Avenue,4b Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/25/2009 Project: Falcon North Hangar Work: Prep for slab and door edge Comments: satisfactory �? LAWRENCE 4 S. GREEN C' N0. 20828 F LSO CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 617 965-7187 Fag:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 3/2/2009 Project: Falcon North Hangar Work: Prep for concrete slab and door edge Comments: satisfactory aa tiEH OF LAWRENCE r: S. GREEN C3 N0. 20828 ,o LSO CORPORATION 1 Wells Avenue,Oh Floor Newton,MA 02459 Tel:619 965-7187 Fax:619 603-5540 Cell:619 513-0065 FIELD INSPECTION Date: 3/10/2009 Project: Falcon North Hangar Work: Concrete slab placement Comments: satisfactory kQs- LAWRENCE o S. GREEN NO. 20828 l �G/S7E�� C LSO CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 3/16/2009 Project: Falcon North Hangar Work: Concrete slab completed Comments: satisfactory OF �qss tr 1AWREI(q } a & GREEK M0. 20828 hoc tcGIST�� ss�ONAI �.a; I �� FALCON NORTH HANGAR 0 0 0 - r £.xIAIIti D P, NN h ; :F 4 a i 4' . �a R, � E � - � �;�# � �...._. � '• � , + a *" � � _.� =_- � � z' � 1 '^'' -:} �� &� t t' + � W r � '' ��p- t& b e ita i l r � 5 s de. d Ic j' � � �� a4_ i.. a, �:, ,, .J �� `i' a A '° F a`. }►,,� 1 •� .,� ';A 4�* �R ..x ::�� .. ... � �' .r�� 1 T y� .� � y� � _� � J. . 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" � � I (�7 �. 1 �' i I i i li ZFINU In UCA J - uw+InlnL1 r<eLenn,e nl�lunr GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION .1 MATERIALS ASTM DESIGNATION COVerSheet AR PLA,,J 924 09 OR CalJST' OFLAIlV2L SECTIONS gef6,ASIT,Af01t,MOtB GRADE B9 Notes PERMIT DRAWINGS 10/01/09 PERMIT SET-For Building Dept.Approval COLDFORMU"GAGESHAPES MM,A1011 GRADE 60 BRACE ADDS A6/2 GRADE50 Anchor Rod Plan ERECTION DRAWINGS 10/12/09 FOR CONSTRUCTION HOTROLL.MINUMAPES WS.M2B,M72,MOO,NUS,A992 GRADE360RSO HOTROLLEDANOLES M2a,Am1,ARO,ATO%AW2 GRADE BO Primary Structural 5-9 HOLLOW STRUCTURAL SECTION DIM) Amo GRADES CLADDING M51,A792 GRADE m OR GRADE 80 Secondary Structural 10-14 - Covering 15-20 - A326&A490 BOLT TIGHTENING REQUIREMENTS 91 OF THE ERECTOR TO INSURE PROPER BOLTI GHTNESS IN ACCORDANCE WITH APPROPRIATE Standard ErectlonDetails 21-20 REGULATORS.T14E FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECEFICATIONS,HOWEVER THE DIRECTOR IB RESPONSIBLE TO VERIFY LOCAL AUTHORITY REg1AREMEN r0. Special Drawings 25-26 ALL.CONNEDI .MADE WRH ufe BOLTS MAY BETGNiEJEO To THE"SNUOTIGHT'COMIIONASPERMOTED- SYTNESPECPCATIONFORSTRUC URAL ICDYN USWG AS26 CR A490 BOLTS(20011 EDA UNLE33 INDICATED AS 'PRE-TENBIONED`ELSEWNERE WTHE6E DRAINHGB.oR AB INGIGATED BELOW. PPE-TENSION BOLTS ON PRINARYFRAMING,BOLTED BRACING AND STRAIT CONNECTIONS IF LOCATED IN IBC MEMO "RFORMANMIOESMG MGORYD.EORF,UBC7Ot 3OR4.SESCODESMOLOAOSNOTESBELOWFOR FORSBBME DEBIGN CATEGORY.PR&TEN ION ALL PRIMARY FRAMING CONNECTIONS IN CANADA O -I- , PRE-TEN BOLTS ON PROURY FRAMING,BOLTED BRACING,STAUTSAND CRANE RMwAYCONNECIGNSW L4Q(re�/e/ BUILDING SUPPORTS A CHASE WITH AGNACMY GREATER THAN$TONS. " ® CDNNECRONSTmTBUPPORTRLWMNGMACMNERYAmo OTHERSCMMOFSAPACTORSTRENFEVHI8ALM11ST VP BUILDINGS ' BE,SLIP N� tron/fL QNSS �Ce''Q � AueLBCRmDAtcONNecT.rooMABINDIenTmN7HE$EDwLWWGewrnlscDE$NRunouMUST eE Oy 7Q/MSrST4u 69 VARCOrRUDEN PRE-TENSIONED..SC TYPE CONNECTIONS MUST BE FREE OF PANERI T,OIL OR OTHER MATALS THAT REDUCE ME ..l FRICfpNATCONTACTBIAFACES. 1 �,i,J1/ PAI�S d,V a dMelon of BImScopB BuIldMBB North Amerka,I- CONNECTION$O �OABAOMHUBe RTALLEDIMBOUMMEOTHETWOT £)<�5rl of /✓�/I�/nj' RC/A///F9 BECONDARYMEMBERBANOFLANWE CECONNEC110NSAREALWAYS'SNUGTOHTENED',EMW-ABOVECONGITIONS t,erFFL �00� EXIST,UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. '(1j 1 zAM2 �ar Fill WASHERS ARE MOTRWU1REDFOR"8NU0.TXIHr CONNECTIONS.PRE•TENS Of ED At7$M90 CONNECT ONS TOHTENEO USING THE TIRN9FTME.NUT METHOD DO NOT REQIRREWASHERS,A490 BOLTS MWAYS Be PRE•YENBIONED. V CODE �I�G �•j G Q S AND LOADS �7 WHEN MULTIPLE BIIXDINGBARE INVOLVED,SPFDIRC LOAD FACTORS FOR DKFFERWG OCCUPANCIES,BUILDING DIMENSIONS, a% HEIGHTS.FRAMING SYSTEMS6 ROCIP SIOICATED BELOW.BEE CALCULATIONS FOR FURTHER OOZTAS.T IN DIFFERENT LOAD APFIfCATION FACTORS THAN . S. BuXdbV CAN:2001 bdemattond 8,811m Cod* Falcon AMHa.— BWMft U-S4ndvd Oeaopenay Sbuclwe,COLI 10r.N1y:0.00pSf(NeIIA lodngbldg M) . LIVE LOADS AND RAINFALL LM Load 20.00 per(Rddutlbk) RYMag:1A01oahn perloW SNOW LOAD Omwd Snow:SLOG Pat.Rat Red Snow:34.66 pct. / Snow Elgmaure Category(Fa11ar}•1 FODy Eapmed(0.10) / Snow ImpoRanm:1000 Thermal Category(FeCoe:Hedod 11.00) WIND LOAD WINO Speed:110.00 mph,Wlnd EgPow :B - o= NICNARD L' B.I.Or Wind PNaun:18,66 Fal o $LOCUM ��1 Wird lmporlalm Factor.1.000,FN Toperaphk Factor:1.0000 WIM FSmI.—.EndoawL 0.180 O ND.SEv21 �:. Neta AU WIMCI doao, Wi"and oNnf aoveredapeninge mwt be dedgmd for the apa m dabort voted bide 015TEP'�5� EARTHQUAKE DESIGN DATA /CHAL E' Leland Form Rea ling Bydena wing EAulnkm Force Procedure (d rt•4�49 Meppad SpeabM Reepome-Sea820%a 81-.DM%g Selwnk Halal/Ua.Group:Gmnp 1 Baremla lowfor ehrem 1 Dea1p,CaMgarr..C leen Bell Tghlenkg Nate Atom) . 8ebmk Snow Lind:0.81 pd 1µ ' Selemlo lmporb+ea 1.000 F SDSPre le Typa:BDlfecBlD.4) ? 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[simm �ry11 I I I II. bl i I I � N° s I o'=�PoCNMDkt ' o y ' �C1f001_ CX(p3 C1W05 CXOOI� 'S 016TE4 G� /ONAI EP 5 6• FRPIIJlI AND w0F BRICING PLY! 2 1 2'1' DPE 0%y�nRq 9eP111e-R.e AI N.N. FOR CONSTRUCTION 1.ME 1/2111/2 Am 9110 7YRDFD eEls TOR RnN W m osq IDINIIo M IEwlaoi MxoA TIM GIRT W IRNE.AD OIG W D➢NNECIOI6 TYIE w EHdrxERY SFk'�� '��+v M�� W Buildings,Inc.,IxFa AUTO)mER� orrtr m THE MaRN PRODUCT a ..nacEo NRNP raR OQIIN nE EEUN 9• PRIMARY AND ROOF BRACING PLAN 2 901 kMOlCflplf nlGIs IEW Df ff IaONW W DE SNE w AND DESIGN ANNGEgPERi0FAMCE 32W Pk1—Guo Gb. M—I* .123 SCE OF INE®AS DE 1EL9[W48L wpwrsENGINEfIt'S S&DDFS /R OIMR� � o I NOD SIGNAPPLYTOTHE PEAFOMNNCE semrA M 5rotiva 2�e 09-15J02 DESIGN OF ANY OTNEP PRODUCT ,K AxML �,.Ips a�2 OR EXCEPT O AN NRN6NED BY w Ano /p/09 EXCEPF ro ANY DESIGN OR PER x oaiw 1{GIn Now Mm.M na m�Imrm�a.NmmcMudb X10 1 FGRMANCE RE0U92E11EN15 oRww. BU40EIG5 ew+�m SP£GHED BY W. q�Ip "�Fdmn Nr IC9t Of IDINRYn' —"SN RNa1G ITIS wmO 10ISN 2605 .om.7.11 NS 10/1/2009 12:349 FA AF NvgvAPC me Member Schedule art Mem Wdlh Thick WebThln Oeehl Oepth2 APProM.Lgth C%001 1 8' .8250 .18H 1'-B' 1'-8' 2]'-1 15/16' I (2)1/2'x 1 1/2' RBX001 2 8' .3750 .1175 Y-6' 3'-6' J6'-0 5/18' A325 BOLTS J 8' .5000 3125 J'-8' S'-0' RB%002 4 8' .5000 3125 5'-0' 3'-8" 5/I6' PUIaIN 5 B' .7]50 .1875 J'-6' 2'-B' PURUN PUIBJN C%002 6 6" .8250 .TBH t'-8' V_8• 23'-1 15/16' EPXO01 78' .6250 .25007 10' 10' 24'-2 1/B' EPX002 B 6' 3125 .1875 a' B' 1'-3 1/2' 0 p EP%O03 9 6" ,7125 .1875 8' 8' V-10 1/16' (2)3/4'x 2 1/4' (i)J/4'M 2 1/4' (2))3/�4C'x 2 1/4' d 2)I/2'x 1 1/2• EP%004 10 8' .3125 .1875 8' B' 2'-3 15/18' (1) �/(1)PW1OW A725 BOLTS EP%005 11 6' .7125 .1875 8• 8' 2'-9 15/16' •/(I)SON FIELD PDLL 9/16'DIA HOLES IN puR EPx008 12 6' 3125 .1875 B" 8' J'-3 15/1fi' (1)3/4'x 2 1/4' 1 (1)3/4'M 2 1/4' EP%007 17 6' 3125 .1875 8" 8' 3'-9 15/16• $C � SC � EPXOO6 14 r .7125 .1875 8" 8• J'-9 15/18' V/"(,)$ON3337 i e 1)Sw= (�) �.YS EP%006 14 6' 3125 .+975 B. B. 3'-7 15/f 6' TP EPoOx15 16 B' 3125 .1875 8' 6' 2'-9 IS/16' I EPXWB n e• .3/zs 3875 e• e• ret a/te' Q I 4 EPX003 18 B' 3125 .7175 a' e' EPX009 19 e• 3125 .le]s a• e' 1•-3?/2• T . END POST CONNECTION DETAIL F3 T . END POST CONNECTION DETAIL F2 T . KICKER ARRANGEMENT& END POST F1 EPX010 2D 1' .6250 .250750 101 lo' 24'-2 1/8• O6 O6 06 O6 CONNECTION DETAIL O6 06 CBM Conn- on&PII Schedue Id Oty ASTM Wt BOM Piet. Ron Pon T-i.. Wether Fmrn ClemaMee Me. Hen.Cleermce beleserl member f CXO01 and 8IX002•71'-4 11 16' BUILDING IS DESIGNED AS"ENCLOSED'FOR WIND COND1TKxa.DOOR S4WL Length Thkk OW h Bolt ( ) ( ). / A 6AT2Clearance J/4' 2 1/4' 5/8• 2 1 Vert ON--at m=her 1(CX001}21'-7 11/16' BE IN CLOSED POSITION FOR WINO MORE THAN 72 RPh POST SIGN ON BURRING B 10 A325 3/4• 2 1/2' 3/4' 2 3 Vetearance W member B(C%002r 21'-7 11/18' SBX Member Sch.&I. ABX Member ShcedaN Fleh mW Flo Elevation.100'-01(Unless Netted 0lheleNe) Pert Width Thick Webiht, Depthl ApMe.Lgth Part Descriptbn APproe.Lgth SB%001 5' .1745 .1345 r 4'-1 7/8' ABX001 r.3'x 3/16•(50 W) 2'_2 7/8• SBXO02 s' .1345 .1345 r 4'-1 7/8' ABX002 r.r x 3/16'(50 la) 2'-11 3/e' . $8X00.7 5' .1345 .1345 7' 4'-1 7/e" Al%00.T 3'x J'x 3/18'(50 hi) J'-7 7/1• SBX004 S. .1345 .1345 7' 4'-IQ7/9• ABx004 3•a 3'a 7/16'(50 loq 4'-4 7/6' I 37-7 9/16' 1,000:12 4 JT-)9/18' 1.0007.12 7 0 C-r 7 O 4'-3' 8 8 c 8 --_ -� A ' e I- 127'-0' 127 • 127'-0' 123'-O 123'-0' R9%001 Rgx002 1 FJ F2 F 0 OF' F82070 O6 06 OB ae 06 ppI IDO 06 F3 06 IFB2370 I - I I I I I 1 I � I I 1 I . I I I I I � M 10 4 1/2' o`er RICHARD LL 9 2 0 V-11 9/16' I $LOCUM 815/16' I I S 18 $ Np.3C621 IL 7 4'-J J/1' =_ 101' 'oi�O/STEP 6 r-0' AONALE� ' Jr-5 I/4• aq 4 4'-O' ,I © *0 8' e'-7'-�I�-6'-0' 1'-0' W-0' W-0' 6'-0' 6'-0'-AF--W-W 6'-7'--d7�r �' If z4 J 1 5/B• II 2 1'-3' 7V-T + r-8' FRAME CROSS SECIION AT FRAME UNE(S)1 DENOTES END 1 ppK ems' Key 9 q'e deter-Fe ran Mr H.W Wtl e Flum+ FOR CONSTRUCTION 1.111E 1/2 x 1 1/2 AM AMO TXW MO 1015 RN K"10 In oe aw,eICUgNa,IE MpeWmll x0�A1, MME GRT 70 HOME AND WB 70 CUP GINEI'IDIS THE W ENGINEER'S SEAL APPLIES IAlFS"ORD ORtomsS ONLY TO THE WORK PRODUCT OF mn0 wnr�'"�'' VP Buildings, In.. 2 6101 RDFOND108 RA16 Mm MIR BE ID0UED ON 1N:AME VP NTD DESIGN AND PERFORNAHCE „ txE e1N FRAME CROSS SECTION AT FRAME LINE(S) 1 REOUIRWENIS SP CIFlED BY W. 3200 Plex a Clab Clrple M.phhe TN 78125 SDE 6 M RB AT 111E ILL91F WA9IX TME W ENGIN SEAL SEAL DOES 9 I NOT APPLY TO TME PERFORMANCE NSTe%WL a w Cpmp anthers Nc 1 R DESIGN OF ANf OTHER PflOOU IFN Salay 09-15702 OR COMPONENT FURNISHED Eff W R Ira w;xiMM m¢T88 Raw F\,VV(/fir IXCEPf TO ANY DESIGN OR PER- FORMANCE REOUIREMEN+S oMCng t� Iccala Lamnce,Maeex_Ie BU4DOIGS 10/13/09 SPECIFlm BY W. rya Nom Fticon Ak ABYr K @ OF 1OPa0.Vn NTS e�1pFSN 26057 11 �8 ^°'e° 10/1/2009 12:32:50 ate' Fa&on Ak HonW,.VPC me Member Schadub C3BON Connection 3:Plate Schedule Frame Clearances art Mem Width Thick Iii Depth' Deplh2 App—Lgth Id 0ty ASTM 808 Boll Plate Rons Ron. Tension Washer Nara.Clearance between members 1(CX003)and 8(CX004):68'-0 3/4' CX003 1 6' .5000 .1875 1'-0" 3'-4' 20'-1 13/76' Dio. Length Thick. Out In Bolt Vert.Clearance at member 1(CX003}.21'-1 13/16' RBX003 2 6' .5000 .2500 3'-2' 3'-0 13/76' 37'-8 11/16' A 12 A325 3/4' 2 1/4' 5/8' 4 2 Vert Clearance at member B(CX004):21'-1 13/16" 3 6" .5000 .1875 3'-0 13/16" 1'-11' 8 10 A325 3/4' 2 1/4" 5/8" 1 4 Flnished Floor ETevn6on 100'-0'(Unless Noted Oth—i,.) 4 6' .6250 .1644 1'-11' 2'-10' RBX004 5 6' .6250 .1644 2'-f0' 1'-11' 37'-8 11/16' 6 6' .5000 .1875 1'-11" 3'-0 13/16 76' .5000 .2500 3'-0 13/16" S-2' CX004 8 B" .5000 .1875 1'-0' 3'-4' 20'-1 13/16' I 37'-7 9/16' 1000:1237-7 9/16' 1.006.12 7 O 4'-3' 7 O 4'-3" --- ---- --- ---- 0 --- RBXOOt ® I I R I j (2)F840341 I(2)FB4034 I _ I ; q sFB20 � sFe20e0 I I I 101'-C' 101' 75'-0* FRAME CROSS SECTION AT FRAME LINE(S)2 - - 1H 9 41/2" oRIGHARDM. c 8 20 2'-11 9/16" u GCII V CIVIL 7 1'-8 15/18' - No.36521 6 1'-3• 0 Gala's 5 4'-3 3/4' AL ENO 43'-0' 3 3'-5 1/4' 024 0� 24'-0' 1 1 5/8' DPK Mnension Key Siepe Mmro-Fdml Ay Re*ld 4.F-2 FOR CONSTRUCTION I.IRI 2 1 1 ATO AM 11RR0E9 fi0U5 FlA RFs`M THE VP ENGINEER'S SELL APPLIES Irt�iwa '—A �"' W Buildings, Inc. ORI W fPNC AW GRf ID GP C014tLTDl6 ONLY TO THE WORK PRODUCT OF 9 IIlES6 Imm anER9LF. a a rsa.Cm s.ur la Declels iK Naall4: FRAME CROSS SECTION AT FRAME UNE(S) 2 292 RD60P M��NO NT BE ACV®ON PE SIZE WAND DESIGN AND PERFORMANCE h a P x M MlG9X PIIRCIrS aMOFA xD 3200 Player Club Gide Nemphb TN 38125 ME O ,�u REQUIREMENTS EO VP ENGI SPRCIFIED BY W. gW�Apy mp THEW ENGINEER 5 SELL MANCE 1aQ6 W Biea1R. ge there NOT APPLY TO THE PERFORMANCE n4 R DESKRI OF ANY OTHER PRO mutA � ��5 SwD.Y 09-15.102 OR COMPoNEM NRNISHED!h W EXCEPT TO AKY DESIGN OR PER- n OEaRIa -= 6 g' M" '""y¢' yM jlg mo��w�c 10/13/09 FORMAME REQUIREMENTS �ER.D13 x OMeeeA �19D116S aryaev bleette SPECIFIED BY W. ?, nom Fake.At M r xeo.art mepae r� �� a ITS ��p$M p805 reeoe 7.1I 7 'l.r. ^O10F 10/1/2009 12:3252 ^oYe Falcon Nr Nogar.VPC J C"\ " SOH M k Key Seew.ry PM Sd I, ROE and Shut Kolb @ I J1 Moth Pax Thki, Depth lap M Otr Rolt Di—. Wt L.0 2 1 • ' 1 N1 G5G2705412 0.1050 8,/Y I 3 17/1' 2 1/2' 3 G13 011il 0 0501705415 0.0770 B 1/2' 4 GFA108 C12 05019,1017 0.0590 B 1/Y 5 GFA205 G13 05G0305{17 0.0590 8,/2' 014 0502703413 0.0920 8 I/2' Ru¢ 015 0502]03412 0.1050 8 1/2• SECTION A-A Biu GIB - 0.5G270M1S 0.0730 81/Y G5 05G2711413 Go= 8 1/2' Go OSG2711411 0.1130 8 1/2' G7 O5G2711412 0.1050 8 1/2' GIRT CLIP G8 05M101i4 0.0820 8 1/2' 6 (GCB'^) G9 OSG2]05414 0.0820 8 1/2' H1 DHCO301417 0.0590 8 1/2• A J1 001JO701417 0.0590 8 1/2• v A @ EAVE GIRT CONN. AT RAKE BEAM S1 ELI 4L1 2 . FAD DRLL NOL6 N GIRT FOR RW BRKe10 TO PA55 iHPOUGH ------------------------------ ------------------------------ ------------------------------ GB GIs SI 1 12 m o is m I I 015 I I I I Q C7 Gt5 � I I I I I I I I I OI I ce cl 1W283 c14 (91 ® I I I 4 17(281 CS X782 G9 G71 ' jl I �I 8 I j I * I M 2V-2" 85'-0' IL 20'-3 1/2' L nL 5,o,�L IA.O. TB-Y 27-8' 7-8'8 Y-41/2• carvi 7 99021 m 8 4'-3 3/4' SECa1W[f ELEVATION AT.A FOISTEN 5 Y-0' 4 Y-5 1/4' to 7(of 3 4-0' 2 1'-Y , K DPK omssl.A my sler AD..Fate AY*W..a-2 FOR CONSTRUCTION - ,. 1 X 11/2 A-J23 XAD tlonDEo 90.19 Fa GRf UP. 1M e'p1°M19M X0®x VP Buildings. Inc. THE VP ENGINEER'S SEAL APPLIES aB 7:W WGE BUR ro FRYIE RMGE IPJa m p0, 9DPAx M xNp1xR a w tU401W4 M No HDDOt DXeEC101r ONLY TO THE WORK PRODUCT OF B B Ne].nm ,„� 1x9 aNaN SECONDARY ELEVATION AT A 21M A@)TI/Na FAM ARE NI 10M PAN a RE K1 S0UNIW W AND DESIGN AND PERFORMANCE ascN®x 1K.wnas[ x4 amDt 3200 Pbym Club Omit MempNe 1N W1 RS - REOU0IEMENR SP€aFIED 8Y VP. SISIEY ND 901AD ff PROPERT N21RO ps"To FkC00N a NU THE VP ENGINEERS SEAL DOES /�a F AID ROOF SEER MM a RARODII a WL IRKM,IITW NOT APPLY TO THE PERFORMANCE w 1ua+a &.th— PFWR AMOUNIOI 8 P9DBEB R DESIGN OF ANY OTHER PROD u�I� 09-15302 OR COMPONENT FURNISHED BY VP mwt � Wpp eY _ EXCEPT TO ANY DESIGN OR PER- ��ary�p 10/13/09 FORMANCE REOUIREMFNfS �� w aL FLI In �eaiepw9w 1lottoclwe • ` oexyem SPECIFIED BY W. p�ppp1 xxaT Fd—All A M Imp Sbe(Ynpe x¢ elb4 �aR1POPIR�' NR ~As",2805 x� 7.11 12 o-rr xOY1� 10/1/2009 12:32:59 Falron Nr H-KX.VPC J CaveMg uaA SMedub Trim SClrcdub m aty SWt Panel Oirvallon Star)Dim. /e 29 M2 026 G LeR to mgM 0'-0• IE Pada qY Cobr ENSTAEN52A TI (1.J)BGZine 2 85'-0• Cray I,RCOMI,WCOIAI,WS2]A2,WS2]C2,WCft006(R6.PM.E N0.18) T2 OE1,ON1.(4)DSl0,(6)DS11 25'-w ZM Grey RC38F1 T3 (A)EG201.EG121,(D)TA21.(9)GMIO.(30)51R2 85'-W zi.Gy RC038I, ,RC32BB=W3.WWMi.WIX007(REFPAGE WAS) taadolbn unit Schedule QnNaII N—6-0.as Cawr* Id Ory Start Run last Run load d 811(1 is ICO250D72010YN I002500720AOWV I -- -- — -------- (29)0 —(29)0 � I I I I I I I I I I 4� L -- -- -- -- -- -- — — -- -- -- -- -- -- -- -- -- — CURB— -- — J L (15)BLRI WALL AIM1P L a5.-0. L COYOUNG OVATION AT f F. SLO.-IA Bo.Mal Gr3TEN� P OkALE� a 09-15302 EP2 ShM M"Fd K RwW.Id A FOR CONSTRUCTION I.PE-dBM I W&H IOU3 M W 60 TtW FMMM Il0'E RBJWED A7 n AGE o03 N31m GIB$,GRf UP ME VP ENGINEER'S SEAL APPLIES IaraNrAe0.M'ER W N IWAEaIL NO/aR ffAl6 ONLY TO ME WORK PRODUCT OF rt N Pn.®^�. aoBelYe M aAUN VP Buildings, Inc. COVERING ELEVATION AT F 2 WY1 Rm5 A3E AW III<!]tll PIRf 0P lE SRlE11Pol SISRIL REOUIOREN�ENfGS AND PERFORMANCE BYW W.E wB RBW K R A TM90 CHAR PfMM A DIMM B B WIOBS ME VP ENgNEER S SEAL DOES �N 3200 Ployen ChA qNa NanpMa M 38125 3 MOS M"WON A UMI LEM DO IA 5-0 M M MY RK NOT APPLY TO ME PERFORMANCE c4m*&W—YIe A E ROD OR. R OESIGN OF ANY OnfR PRODUCT09-ISM l SEE AIB E➢WS M 9EE716 AND TRW fA501WA�1'AOR OR CONPONENr FURNISHED RY VP ITRMF�GpO6OBKL mMmmXlawR ENo aB�aRApps0gw¢�if 10 IXCEF?TO ANY DESIGN OR PEP- •mpjpmns6TxBlpWwp�p N�1p�nEIpN m m'�Laarann�N ��/2� �R SPEgFlED B'YIR�EHfs xGliwb 0E�iRf R 1WCIVA' r_ �m a�r� nauav Fakan Air IBR IOIR WVaIN.A NIS ` "SM 2605 7.1� X20 10/1/2003 12:32:38 Fakm Air Hangar EP2.YPC •�+'"W e'Emp W 9 MeW Madre,k J n..wN YaDDaD �s N HoIF: Au eats TD Be WHl BR.MLE R t'!/07TE%NL1�/B2L BF B//2.1(,111; H.O.) FDD Nwxa ears(seoBD)(u x.o.J _ PURIIN N PURIM f 1/7•%1 1/7•A378 BATS(/0080)TnHNmENEo wASIEA FACN sqE I/r x t t/z• ears(+Bom) Mluva WASHER (IYP AT PURLN END a BRACE) INRDEIFD wASNOt FACx SIXm h (11P Ai PURIM END OF BI ACE) Mi WISHERFIANCE WKE(FB-OR SFR-) )ANIWALL BR/LEROD TwcMnACS RCOME FUNOE BALE(FR-OR SFB-) ME WEB O FN'1GE BPAZ FEWIAENEMS - ® F,AE/I-HL FW{[BRARB OH CRABS SECfgNS NVEi BE NlSFN1ED. DE FLU W LY R IEAE+7-SINGLE RANGE BRACES ARE REQUIRED WHICH PMI NARK ON HflICROSS SEti110N 5 NOT ACCOHPNIPD BY(I). NOTE FIEND Off HOLES ROS-ERNIGE WXES ARE FWARED BOTH SDES OF THE FRMS WEB N INSET ORIS AT WHEN PART MAW ACCO SMIN Bf(7). RN(E INTERFERENCE E11N RODS Ra4+-WHENEVER POSSIBLE. MLE SIN(%E BFRALl3 roWARO THE OFPOS' ENDPOST BEMI aN1FR Q 1HE BUITNNC. (3 PINE VWL" RULES-WHEIES4t P[S9BLE,RACE ALL SN6f BPILEB ON THE SM,E SIDE OF THE ERNE WEB. ROD BRACING AT COL. BASE BR02A1 ROD BRACING BR0261 TYPICAL FLANGE BRACE CONNECTIONS FOR 06BD ENDPOST TOP BRACING BR25A1 ENDPOST TOP BETWEEN PURLINS IBR25C7 3-PLATE OR GAGE AT SIDEWALL COLUMN 1N A°"("'"MOA"P1Y9^`naRl M°°"t"""` ENDPOST WITHIN 6'OF PURUN NO CAP CHANNEL-BRACED TO PURUNS ONLY ."OR C .�Rnvaa n'.A '+RAw>m vrvAa SEER omI FASYEER OR BOT MANUFACTURER'S RUNES OR SNY AS OIWuo IWr F.FEET G=GAGE Czav =GLIM!(RATE) A CCFNI CR Of RNUN OR HARP. SUPPORT SE-Z .1 3. +I REARED A ® I=INCHES 0=OPERATION azn.=CoLu N<F=m E=EIGHTHS C•FIN/COLOR VC%m.COL—<1ITRO11) ROD MNFEA OR UNSROUF AS NEEDED 3'Ya CRGE TYP"BaiNG FULL PEN WELD SROE COtPLM NO SPLICE PNELICOYERING (101,1/Y Ab]BOTS _ TES. 6 1 C i D RB%...•WT.(RATE) AF1.E CHP,BOLTS,UNSTRLRS,ROD HANGII OR CNFPY •T F I 1 F G G 0 C C C 8G%v' RAFTER= Na aA1P5�.OILDFR. 6+'MIN RTE") tax[CNNs •SHOP SPUCE DETAILS' LENGTH � TB�.,lA�Ry ER Lu / ]NSaATION 1 B 1 3 0 1 D 3 B 0 3 0 N V IC%v.=INTERIOR COLUNN ..f F F I 1 1 I 1 1 E[L PL%v.=PiPE"L OR TAPERED 1EESFN ® w R��NGDI w LFWTx VI01x 1Nt®E TC%v..1lIBE CRUN ® W—gaAD_e�la�� SEfONORRt'f STANO/AN EP%m.ENOPOST(RATE) FlRE'PHXINIOEA NAN(ER BYBTFAI IA)ST 3/I B' Y MIN. THREAITBOTH DOS O l G 1 9 l 1+1 7 EG%v..ENDPDST(LAE) BE--E OF REGSTNG 700 LRS.PLUS ® WRHOUT TURNBUCKLE ...F F I I E LIS _ REGM OF N(TFA FILED PPE PER CODE I I MT SIN AS LENGTH CODE [BIDv.CA (ATE) OMEN 9)SRNDED LD,DS EgY[dNG 100 CUPS,PLATES OP BOTS REWBED - aCBMm=CAMPY(fiAGD J LBS,NUST BE SUSDEENO)SM AR TO THS NE BY BADER BETWEEN BOIS�// 1/Y OR LESS CET_ DO NOT DIAi ro BOROY RANGES CONTRACTOR'S NOTE /r SECONMRT(SPECIAL) CB%m.PIIGTBAC(CANOPY SP/CE FEN EAILL DR RM WF1D SUSFExegN 1NO.6 OR PIAIFi l `•~ 0 0 1 G ALLOWABLE LOAD.1 qP PER PAR OF Ba15 1'-0' ....F F I 1 E 6 G .IA NPS PEA MCN OF REND WRHNI INSPECFDN MEMBERS NOTE: ANY l0.03 OlEN AN Lei APPUEO ro NMRm BE W F LENGTH ®C M[MBERS SUCN A3 INN.WHIM,OLCIND,PPE SU40RS EIC.MIS]IE -ZB E PER REI DF WELD WITH MSPNDM DEDR FEUD LUT RENS ro uiFAMLY BRACH ro 11E MAN NIDNF's uIEPH LOAD RESISIIND ELLLENIS AN FINS OF BaS OR—ES Of WDD To RESET MGM SU OESIED ONDAMIS ro RN BYDIIC - (RRUN ERACNC STRUTS ON PRAM(FR.WES)AS RNUIED eY CODE CONLFNINATN CDN). LDNS LE55 TUU!5n0�0��n WY Z SL5PFiDm ACHEYE R3ROS REDAS RBD LE11GT1 'W.rr a�� 0 3 R A 2]I 0 FOR SESMG LOADS OIACE(G MUST BE FRO,taD IAD NSTHUED BY CDHORACIOR USING CAPS, (I t/2•FROM EDGE OF MHFQ ENYS ARE YME pp p1(Rp� 1 E..F F I L ND YJSF RESET IATIOL LOADS EOU&TO THE WEKiR OF THE SUSPENDED NM:FNIR,tim LWDS SWNL Na IXLFFD USER DEFIED COWTERLL FRA(.ABB•NA/FPIAL RO 1 END ROO�F,O-BDiTF ENDS O]A LEND. UNT OR IS REDJRED BY CODE, —HEYER 5 IFSS L(NDING INDICATED ON THE PVRCHSE ORDER AND IN MMS.CNCLIATI NS. - SUSPENDED LOADS FENIQAll SUSPENDED LOADS EN10A2 STANDARD SHIM PROCEDURE EN20A1 ROD BRACE ASSEMBLY DRAWING EN30A1 MARK NUMBER KEY ENSOAi FROM PURLINS - 100 LB.LOADS OR GREATER FROM STRUCTURAL BEAMS TYPICAL AT ANY BOLTED CONNECTION COMMON GENERATED MARK NUMBERS M TRUC .App .aA4An A N,N/aa PR TANL—NAR(MO.W F I 11[CC*C C C I�itEi PR.YCP PAWD M•PJ:Nl n i f CL._0 C c C E=FGHRO 3 1 GAGE ONCM COa R•8VE 2'/I, zL 1�2� _ ' PR PI.J:PNII YYW MII FIIECCO CCL II�—•t I_ _I ' CH LENGTH 0= FN/mlmfPLR11!!1 unRnl cooE D. . tBAemre N'N.DBN[ N�,RFna/- 3/,C PUNCH PATTERN -1 r IRiB3 y0• 7m/M� DL•SIWLE INTERIOR - DAstwLE 1•CND wr aAY rEMeEB PANEL RIB ROOF AND WALL PANEL(PR) 50• I i D3KINNE E'CHD eAY RDDF HL wNBER UP - 0 OEXD HOE ONLY BULDM SHAPE DYINSET NOTCH ME B(Y/BUNNE NDE WML PN6 Yvt Mo:A R F F 11 E C C O C C G - DS.HI MILES IOFNIIFIF3 ME SUZIRK IEIYON CroF SN F ROOF/W- AND&Y S' 1' INTERIOR R3E CO.mFaE �_mot fll�yA.LAP 4_ 1'-0' E I'.0 Y X30 Y W MEMBER DEPTHS DE I7 M. iM SLmM fn':7_ r s°`Au '1'r z t/z x t/x' maBZT 1'-8' 2L 31 U e I"' 8 1/Y P-D' 22 32 +2 8IR•.B 12'.11 1/2' 23,M 4 7 Y-D' R+ 3+ H eta-,a 12', I1 1/2' +'-O n 30 K 0 I/2',B 1/2', 11 I/2' RPR WALL PANEL 0 ul-1 SECONDARY PUNCH PATTERNSEN51A1 PR ROOF & PR RPR WALL PANELS EN52A1 8 1/2 GIRT S / PURLINS EN53A1 11 1/2 PURLIN EN53C1 COMMON GENERATED MARK NUMBERS mnFle>. .an,nm aMAml amNm FOR CONSTRUCTION 1NB Onix S VP EYGI1.A'9 BBAL APP1IE6 PEEYNs1NE RtOPFATYawB MDMx w Yo WOR.PRDIwoY OE DEDSaELYFOREReCTNOTNEBUlOM VP Bulldogs,111C. 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REFER TO THE ERECTION OP.—FOR GUIDES FOR OTHER DETAILS.INSTALLATION PROCEDURES AND FxALT SGOEfWL�UMN ACCESSOME5 NOT DESCRIBED IN THE SEO'S. fu ALL HD 1/1•.1 1/2' —Ba1S 2.ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND A315 WLiR ,rt 4-2)1 OIL AT MASTIC AND SEALANT LOCATIONS SEE ERECTION P'fI9ZE� a EABPOST LL ALL 00 FOO �MAY BE GAGE N M25 BOLTSCOLUMN oa PIAIE ERECTION1'-0'O OI115E1 a- OPaAWN05 FOR R'O IN NIEMEN SET gRTS (G%-) ENACT SIZE RLL ALL HOLES HAUNCH TO COLUMN CONNECTION Fp`Fo—JAfl HAUNCH TO COLUMN CONNECTION PF01A2 RAFTER BEAM CONNECTION PF03A1 RAKE BEAM CONNECTION PFi0C1 NOTES RCOO 11 y TOP BOLTED�COWMNFACE/VERTICAL BOLTED COLUMN RAKE BEAM OR FULL FRAME TO ENDPOST OM/+m mMMN _ nMM Nym 3/Ie'r 1/4'TAPE MAR, 1 h14 s]/8'ROOF I•-o' 1'-a I'-0' .. FACE OF 12-14%1 1/4'POa PN+a flB IN90E ... .M: .. 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"'°°'eo�wxremmrsmn oe•,sm 20 Anr�oOea��R mEW�N� p�N�twrtxTw 1pMlaw�mw.MaaaaeMeFm 6UILWNGS wm.weaHN9/FOO) S�a9eeCIFIeG BY °r�nie'w'�3° rv"Ei�c"r�`'�`aQn�'Ea soe.wea. °ROE'I FH AV MIR STS E�arn�oN,i�xnUOIA"ilp°'�T11aEa1'aRECT"6urrETOo�"TEM°PE"PORen1' �� NT9 � 9M]HOS •minx T.11 r IIS - c..a. ranwc 1d1!!W9 1H:HD:11 •�'Fekon Ak NangvFedVPC •aM.N�WBM.9mw BmnPnxT,mwlu.Fc j ROOF STRUCTURAL FASTENER WALL STRUCTURAL FASTENER PANEL CLOSURES 12.14 X 1 114"SS SCOTS(TEKS12)WITH WASHER 12.14 X 1 114'CARBON(TEKSI2)W/O WASHER MARK MARK MARK MARK MARK NUMBER DESCRIPTION NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR 80130 3'INSIDE PANEL RIB CLOSURE 57407 ARTIC WHITE 57421 FOREST GREEN 56467 ARTIC WHITE 56481 FOREST GREEN 80140 T OUTSIDE PANEL RIB CLOSURE 57403 ASH GRAY 57426 HEMLOCK GREEN 56463 ASH GRAY 56486 HEMLOCKGREEN 80360 3'INSIDE VEE RIB CLOSURE 57406 CLASSIC BEIGE 57427 JADE GREEN 56466 CLASSIC BEIGE 56487 JADE GREEN 80362 3'OUTSIDE VEE RIB CLOSURE 57415 COOL COLONIAL RED 59462 LEAF GREEN 56475 COOL COLONIAL RED - 56471 LEAF GREEN 80356 16"INSIDE STRAN{OK CLOSURE 57416COOL DARK BRONZE 57422 MATTE BLACK 56,176 COOL DARK BRONZE 56482 MATTE BLACK 80358 16"OUTSIDE STRAN4 OK CLOSURE 57417COOL REGAL WHITE 57409 PATRICIAN BRONZE 56477 COOL REGAL WHITE 56459 PATRICIAN BRONZE 60140 X INSIDE RPR PANEL CLOSURE 574,8 COOL SIERRA TAN 57423 REGAL BLUE 56478 COOL SIERRA TAN 56483 REGAL BLUE 80130 3'OUTSIDE RPR PANEL CLOSURE 57419 CL WEATHERED COPPER 57424 TAHOE BLUE 56479 COOL WEATHERED COPPER 56484 TAHOE BLUE 80135 SSR FOAM INSIDE CLOSURE 57420 COOL LNC GREY 57425 TERRA COTTA 56480 COOL ZINC GREY 56485 TERRA COTTA 80136 SSR HARD RUBBER INSIDE CLOSURE 57401 EGYPTIAN WHITE 59464 21NC GRAY 58451 EGYPTIAN WHITE 56473 LNC GRAY 57400 GALVALUME 56461 GALVALUME POP RIVETS 1/8'DIAMETER ALUMINUM RIVET(250 PER BOX) ROOF STRUCTURAL FASTENER WALL STRUCTURAL FASTENER MARK MARK 12-14 X 1112-SS SCOTS(TEKS12)WITH WASHER 12.14 X 1112-CARBON(TEKS2)W/O WASHER NUMBER COLOR NUMBER COLOR MARK MARK MARK MARK 55261 ARTIC WHITE 55291 FOREST GREEN NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR 55267 ASH GRAY 55296 HEMLOCK GREEN 57807 ARTIC WHITE 57821 FOREST GREEN 66667 ARTIC WHITE 56681 FOREST GREEN 55262 CLASSIC BEIGE 55297 JADE GREEN 57803 ASH GRAY 57826 HEMLOCK GREEN 56563 ASH GRAY 58888 HEMLOCK GREEN 55269 COOL COLONIAL RED 55283 LEAF GREEN ' 57606 CLASSIC BEIGE 57827 JADE GREEN 56666 CLASSIC BEIGE 56687 JADE GREEN 55286 COOL DARK BRONZE 55292 MATTE BLACK . -_ 57815 COOL COLONIAL RED 57812 LEAF GREEN 56675 COOL COLONIAL RED 56671 LEAF GREEN 55287 AN COOL REGAL WHITE. 55265 PATRICIAN BRONZE 57816 COOL DARK BRONZE 57822 MATTE BLACK 56676 COOL DARK BRONZE 56682 MATTE BLACK 55288 COOT.SIERRA TAN 55293 REGAL BLUE 57817 COOL REGAL WHITE 57809 PATRICIAN BRONZE 56677 COOL REGAL WHITE 56659 PATRICIAN BRONZE 55289 COOL WEATHERED COPPER 55294 TAHOE BLUE 57818 COOL SIERRA TAN 57823 REGAL BLUE 56678 COOL SIERRA TAN 56683 REGAL BLUE 55290 COOL ZINC GREY 55295 TERRA COTTA 57819 COOL WEATHERED COPPER 57824 TAHOEBLUE 56679 COOL WEATHERED COPPER 56684 TAHOE BLUE 55260 EGYPTIAN WHITE 55285 ZINC GRAY 57820 COOL ZINC GREY 57825 TERRA COTTA 56680 COOL ZINC GREY 56695 TERRA COTTA BULB TTTE STRUCTURAL BLIND RIVET 57801 EGYPTIAN WHITE 57814 ZINC GRAY 58651 EGYPTIAN WHITE 56673 ZINC GRAY 57800 GALVALUME 56661 GALVALUME MARK MARK NUMBER COLOR NUMBER COLOR 55181 ARTIC WHITE 55185 PATRICIAN BRONZE ROOF STITCH FASTENER WALL STITCH FASTENER 55160 ALUMINUM 114.14 X 718'SS SCOTS(TEKS/1)WITH WASHER 114.14 X 718"CARBON(TEK&1)W/O WASHER MARK MARK MARK MARK TUBE SEALANT NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR MARK MARK 57607 ARTIC WHITE 57812 LEAF GREEN 56567 ARTIC WHITE 56581 FOREST GREEN NUMBER DESCRIPTION NUMBER DESCRIPTION 57603 ASH GRAY 67609 PATRICIAN BRONZE 56563 ASH GRAY 56586 HEMLOCK GREEN 80260 WHITE SKINNING 80270 WHITE NO"KINNING 57606 CLASSIC BEIGE 57623 REGAL BLUE 56588 CLASSIC BEIGE 56587 JADE GREEN 80265 GRAY SKINNING 80507 BRONZE SKINNING 57815 COOL COLONIAL RED 57624 TAHOE BLUE 56575 COOL COLONIAL RED 56971 LEAF GREEN 57817 COOL REGAL WHITE 57825 TERRA COTTA 56576 COOL DARK BRONZE 56582 MATTE BLACK TAPE MASTIC 57618 COOL SIERRA TAN 57614 23NC GRAY 56577 COOL REGAL WHITE 56559 PATRICIAN BRONZE 67601 EGYPTIAN WHITE 57600 CALVALUME 56578 COOL SIERRA TAN 68583 REGAL BLUE MARK 56579 COOL WEATHERED COPPER W584 TAHOE BLUE NUMBER DESCRIPTION ROOF STITCH FASTENER 56680 COOL ZINC GREY 56585 TERRA COTTA 80069 3116"X r X 25'ROLL 114.14 X 1 Us-SS SCOTS(TEKS11)WITH WASHER 56551 EGYPTIAN WHITE 56573 ZINC GRAY 80335 3M6"X 217'X 20'ROLL MARK MARK 56561 GALVALUME 60345 3116'X 718"X 28'BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX NUMBER COLOR NUMBER COLOR 80347 3116"X 718"X 9"(S0)AND 3"(150)BOX 57657 ARTIC WHITE 67671 FOREST GREEN 100 LINEAR FEET OF COVERAGE PER BOX 57653 ASH GRAY 57676 HEMLOCK GREEN 57656 CLASSIC BEIGE 57677 JADE GREEN 80349 3116"X 7B"X 40'ROLL 57665 COOL COLONIAL RED 59402 LEAF GREEN 80390 3118'X 714'X40'ROLL 57666 COOL DARK BRONZE 57672 MATTE BLACK 57667 COOL REGAL WHITE 57659 PATRICIAN BRONZE 67668 COOLSIERRATAN57673 REGAL BLUE 57669 COOLWEATHERED COPPER 57674 TAHOE BLUE 57670 COOL ZINC GREY 57675 TERRA COTTA 57651 EGYPTIAN WHITE 59404 ZINC GRAY 57650 GALVALUME 15 F Ric;V.OEL SLiL'Jh1 � IU.33621 A FG:BTEP �r tONALFl�'' �L. IDv FOR CONSTRUCTION NIB re NNGI �RDFPR DFYPBUEDDxs. VPBuildings,ID 0tlL'".s:c�wD OBRORr°° RNIB rt p1O�"D1.IVS�,,,, Common Warehouse Partmarks RSGGIRSIBtNTS SPCOIlIRD BY VP SI�w BExOi0E rt0,xEPR000CE0Ox USED Fq1 ��51511�TN Td123 xOT APPLY YO TBB P50.lOPxARCI BOO uvTxE�R✓ wmUf PRIORVDNf1F.x °1PIS Caxp11YBMMtYIt OY13]02 INS OR De SIGN OP RAT 0711R PROOOC THE DENERIL CCNDUCIOR/JI[10R EPtCTORB80lELY �� wre CR CONPOxeNT FURNISHED BY VP R IuaY DBBIB.OR PSR- MERECTMO1 Bu�M1 EIRIp c w w Txs 'w LaI.YPMw,WFuclxuetls BUILDINGS 1 � SPBCIPIeD BYR V`ISYS wlE W FAECiICNG M'+'a ' uroE�iD PROPER noon FPkan N1 SWG�tl 511114 518 ERECiNIN,PCLUDHG TIE OdVECT USE 61ESPd W AY &UcxO. NTS wRPw SM 280! .e1mF 7.11 P M 1W1am 18:00:12 -FBIDDn AB KPn9NSB4.VPG •dbdndxSNSmp edaiPPl Nxn Mno.nc. BUILDING LOADS: FOUNDATIONS: INSPECTION: REINFORCING: FALCON AIR HANGAR(2) BL-1. GOVERNING CODE F-1. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE 1-1.GENERAL R-1. ALL CONCRETE REINFORCING BMS SHALL CONFORM TO ASTM 780 CMR MASSACHUSETTS BUILDING CODE 7W EDITION CON DMONSENCOUNTEREDINTHEFIELODIFFERENTTOTHOSE TESTING AND INSPECTION WILL BE MADE BY M APPROVED A61S,GRADEWEXCEPTWH RENOTED.ALLREINFORCINGSARS qg2 SUTTON STREET USED FOR DESIGN.FOOTING BEARING STRATA SHALL BE TESTING LABORATORY SELECTED AND PND BY THE OWMER. TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING BL-2 DESIGN LOADS: CONTROLLED COMPACTED CLEAN GRANULAR FILL(COMPACTED TO COMRACTORSHAL.FURNISH TESTING AGENCY ACCESS TO BARS MAY NOT BE WELDED WITHOUT PRIOR APPROVAL OF THE LAWRENCE,MA REF ER TO DRAWINGS BY VP BUILDINGS FOR BUILDING LOADS 95%DENSITY)OR NATURAL MATERIAL CAPABLE OF SUSTAINING A WORK FACILITIES AND INCIDENTAL LABOR REQUIRED FOR STRUCTURALENWNEER AND DESIGN FORCES. BEARING PRESSURE OF/,000 POUNDS PER SQUARE FOOT. TESTING AND INSPECTION.RETENTION BY THE OWNER OF AN INDEPENDENT TES TING AGENCY SHALL IN NO WAY REUEVE R-2 ALL WELDED WIRE FABRIC(W.W.F.)SHALL CONFORM TO ASTM 185. aweX F-2. ALL GRANULAR FILL MATERIAL UNDER FOOTINGS SHALL BE PLACED THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING ALL (FY•S5 KSI MIN.) GENERAL NOTES: TO 0%DENSITY. WORK IN ACCORDANCE WITH THE CONTRACT REOUIREMENTS. R-3. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES F3. IN GE NERAL EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO 0.CONCRETE: SHALL BE IN ACCORDANCE WITH ACI 315-'MANUAL OF STANDARD G-1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE A MINIMUM OF 0 FEET BELOW FINISHED EXTERIOR GRADE OR THE A.CONCRETE INSPECTION AND TESTING WALLBE MADE IN PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES; BUILDING CODE OF THE COMMONWEALTH OF MASSACHUSETTS, LOWEST SLAB LEVEL ACCORDANCE WITH BUILDING CODE REQUIREMENTS,AND LATEST EDITION. LATEST EDITION. CONTRACT DOCUMENTS,AND WILL INCLUDE THE FOLLOLMNG: F4. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN 1.TESTING CONCRETE FOR STREW .SLUMP,AIR Rd. P0.WIDE AND SCHEDULE WITH THE SHOP DRAWINGS,ALL 0.2. THECONTRACTORSHALL VE RIPYALLDIMENSIONSMD GROUND, CONTENT,TEMPERATURE,AND UNIT WEIGHT. NECESSARYAMESSORIESTOHOLDREINFORCINGSECURELYIN CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.MERE - POSITION. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION B.TEST SPECIMENS:THE TESTING LABORATORY WILL TAKE MINIMUM REOUIREMENTS SHALL BE SPECIMENS OF EACH CLASS OF CONCRETE FROM DIFFERENT HIGH CHAIRS.................. 1'6'ON CENTE COULD AFFECT THE NEW CONSTRUCTION,R IS THE R aert CONIRACTOWS RESPONSIBILNYTO MAKE FIELD MEASUREMENTS CONCRETE: TH LOCATIONS ON E J08 A3 FOLLOWS:AT LEAST ONE SET OF STAB BOLSTER6............ /'6'ON CENTER IN TIME FOR THEIR INCORPORATION IN THE SHOP DRAWINGS.THE FOUR CYLINDERS FOR EACH 100 CUBIC YARDS OR FRACTION SUPPORT BARS FOR HIGH CHAIRS NO,5 ARCHITECT 6 ENGINEER SHALL BE NOTIFIED W VYRITING OF ANY C•I. ALL CONCRETE WORK SHAL-CONFORM TOME LATEST EDITION OF THEREOF OF EACH CLASS OF CONCRETE. CONNOLLY DISCREPMGESMATIMYEX1ST. THEACl BUILDING CODE REOUIREMENTS FOR REINFORCED R-5. ALL CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP AS BROTHERS,INC. CONCRETE(ACI 31 8)AND THE COMMONWEALTH OF MASSACHUSETTS C.REINFORCING STEEL INSPECTION:CONCRETE REINFORCING REQUIRED FOR A CLASS B SPLICE(ACI 318,SECTION 121St) G3. SEE ARCHITECTURAL ORAWINGS FOR FLOOR ELEVATIONS, STATE BUILDING CODE.IN CASE OF CONFLICT,ME STATE BUILDING SHALL BE INSPECTED PRIOR TO CLOSING OF CONCRETE FORM UNLESS NOTED OTHERWISE SLOPES,AND LOCATIONS OF DEPRESSED FLOOR AREAS.ME CODE SHALL GOVERN. WORK ORPLACINGOFCONCREMANSPECTORTOVERIFY iS2 CONANT ST. CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH SIZE,SPACING,QUANTITY OF REINFORCING PER LATEST R6. ALL LAPS IN W.W.F.SHALL BE ONE MESH PLUS TWO INCHES AT THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCY C2 ALL CONCRETE SHALL BE CONTROLLED CONCRETE,MIXED AND CONTRACT DOCUMEN . SPLICES. BEVERLY,MA IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO PLACEDUNDERTHE SUPERVISIONOFANMPROVEDCONCRETE CONSTRUCTION. TESTINGAGENCY. R-7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS UNLESS OTHERWISE SHOWN ON THE PRINCIC3. FOR LOCATIONS LISTED BELOW,CONCRETE SHALL BE NORMAL DRAWINGS: GO. THESE DRAWINGS THE NERAL ONTRANOARHALLEX MI SUBMITTALS: THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL EXAMINE WEIGHT CONCRETE WIM SAND GRAVEL AGGREGATE,TYPE I OR THE STRUCTURAL AND MECHANICALORAWINGSFD LTHEOCA TYRE II PORTLAND CEMENT ANDA MINIMUM COMPRESSIVE A SURFACES CASTA(LVN3T EARTH...... 31NCHE3 REQUIRED OPENINGSME MECHANICAL CONTRACTOR. PROVIDING IN STRENGTH(FC)IN28 DAYS ASFOLLOWS.. S.I. SUBMIT SUBSTCONTEMPLATED OATA FOR RUSETEACH CONCRETE MIX ALL OPENINGS WITH THE MECHANICAL CONTRACTOR.PROVIDING FOOTING MD PIERS.................................... 3000 PSI DESIGN CONTEMPLATED FOR USE TO THE STRUCTURAL B. FORMED SURFACES EXPOSED In EARTH OR HEATHER ALL RING TRADES BY THE RTCHWIG GENERAL OR FOUNDATION TE REAMS............................. 3000PSI ENGINEER NOT LACESSTWWSUf FOR EACH IORMIX SH FIRST tB MRS 1110 BARSSMALLER.._.._............._- 1IQINS PLUMBING TRADES ER OR BEA PART I TIE GENERAL WALL 9.................... ... 3000 PSI CONCRETE PLACEMENT.DATA FOR EACH MIX SHALL ASA tS BARS MD SMALLER........................ 1 IQ INCHES DCONTRACT,RAWINGS.WHETHER TI NOTSHOWNME OPENINGS STRUCTURAL MINIMUM.INCLUDE 7HEF OWING: SLABS ON GRADE...................... ......... IOW P51 FOLLOWING: .......... DRAWINGS.ANY DEVIATION FROM THE OPENINGS SHOWNONTHE ALL OTHERFOUNDATION CONCRETE........ 3000 PSI C. FORMED SURFACES NOT EXPOSED TO EARTH H WEATHER STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEERS STEEL MEMBER ENCASEMENT................... 3000 PSI A MDL IDENTIFICATION DESIGNATION(UNIQUE FOR SUBS,WALLS,JOISTS......................... I I INCH ATTENTION FOR REVIEW. LEAN CONCRETE......................._........._...... 2000 PSI EACH MIX SUBMITTED). BEAMS,COLUMNS............................. 1 IQ INCHES Cd. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE B.STATEMENT OF INTENDED USE FOR MIX D. SLABS ON GRACE �wl G6. FURNISHAND HETHE SHMI Q,BRAEMPORARYAND FREFZERHAW ACTION SHILL CONTAINMAIR ENTRAINMENT (FROM TOp OF SLAB)....._................_... 1 V1INCHES UNDERPINNING, OR SHEET PI TNG,BRACING,NECESSARY TNEEOBRA UC.MIXSED,PROPORTIONS,INCLUDING ALL ADMIXTURES UNDERPINNING OR FRAMINGTO,NEC IN,$0 THAT NO E ADMIXTURE.AIR CONTENT TO BE 8%x1)5%. USED E. SLABS ON METAL DECK EXISTING WALLS OR FRAMINGTO REMAIN,SO THAT NO O5. GROUT UNDER BE NON-BASK,NONMMDUNDEROT WITH TOP....M................................................. 3MINCH HORIZONTAL OR VERTICALSETTIEMEMOCCURS TO THE E%ISTINO 0.MANUFACTURER DATAMDOR CFAiIFICATIONS 31d INCH STRUCTURES.TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLATES SHALL BE NON-SHRINK,NONMETALLIC GROUT KITH A BOTTOM................................................. PUCEUNTILPERMANENTSUPPORTSARE INSTALLED,DESIGNOF MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS. MATERIVERIFALS. GCONLUDING CEOFALL MW TRESE SUPPORTS SHALL BE BY A REGISTERED ENGINEER IN THE MQUIRE ENTS.INCLUDING ADMI%TURES,WITH SPECIFIED MAXIMUM SECTIONS N0 INC THESE REQUIREMENTS AN SHALL BE O PROJECT NO: 099-09 EMPLOY OF THE CONTRACTOR. C6. CONCRETE GST ON SLOPED SURFACES SHALL BEGIN AT THE REQUIREMENTS. INCH FOR SECTIONS t01NCHE3 THICK OR LESS;MD s IQ INCH FOR LOWESTELEVATIONANDCONTINUEMMOUTHICALLYTOWIARDTHE SECTIO NSOVER101NCHESTNICKSEEAC1318,SECTION7.7.1FOR DRANK BY: DB5 G6. ALTERNATE CONNECTION DETAILS MAY BE APPROVED IF SUCH HIGHER ELEVATIONS UNTIL THE INTENDED POUR IS COMPLETED. E.WET MD DRY UNIT WEIGHT. CONDITIONS NOT LISTED, DETARSARESUBMITMDTOTHE ENGINEERFORREVIEWAND F.ENTRAINED AIR CONTENT. CHECKED BY: KFD ACCEPTANCE IS GRANTED.HOWEVER,THE ENGINEER SHALL BE C-7. NO CONCRETE SHALL BE GST BEFORE REVIEW AND APPROVAL OF R6. ALL HOOKS SHOWN ON DRAWINGS SHALL BE STANDARD HOOKS. THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID THE REINFORCING MG.DESIGN SLUMP. D EMBEDDED ITEMS HAVE BEEN OBTAINED GEUNLESS NOTED OTHERWISE SH,kLL ANTICIPATE THE USE OF THOSE SPECIFIC DETAILS SHOWN FORM THE ARCHITECT.OR HIS DESIGNATED REPRESENTATNE. SUBMITTALS _ ON THE DRAWINGS.ME CONTRACTOR SHALL RETAIN A R REQUIRED AVERAGE STRENGTH QUALIFICATION R-9. WHERE CONTINUOUS BARS ARE CALLED FOR,THEY SHALL RUN REGISTER ED STRUCTURAL ENGINEER TO BE RESPONSIBLE FOR O0. ALLEXPOSED EDGES OF CONCRETE MEMBERS BE CONTNLOUSLYAROUNDCORNERSANDBELAPPEDATNECESSARY THE DESIGN OF ANY ALTERNATE DETAILS WHICH HE PROPOSES. CHAMFERED%'UNLESS SHOWN OTHERWISE ON ARCHITECTURAL 'DATA PER ACI 3111 3.9.1 Mp 3.9.2 SUBMIT SEPARATE SPLICES,OR HOOKED AT DISCONTINUOUS ENDS.LAP LENGTHS DRAWINGS. QUALIFICATION DATA FOR EACH PRODUCTION FACILITY SHALL BE AS GIVEN IN THE SPLICE AND DEVELOPMENTTABLE LAP WHICH WILL SUPPLY CONCRETE TO THE PROJECT. BEAM TOP BARS AT MID-SPAN AND BEAM BOTTOM BARS AT G7.REASWORROTWOGTEDTOB PART OFTOMATSHGSBUT REASONABLYIMPLIED E BESIMILE TOTHAT SHOWN AT C6. CONCRETE MUSTREACH THE GTT(C)BPERCENTAGESOFRS &2 SUBMITSHOPDRAWINGSFORFABRICATION BOMPLYMD SUPPORTS,UNLESS OTHERWISE NOTED. CORRESPONDING PLACES,SHALL BE INCLUDED IN THE MAY S S COMPRESSNE STRENGTH(FO)BEFORE FORMS OR SHORES PLACEMENT OF CONCRETE REINFORCEMENT.COMPLY WITH CONTRACTORS WORK MAYS ACI DETAILING MANUAL(SP W8 PROVIDE Y'SCALE R-10.PROVIOF ALLDOPE�NINGGSNLCONCRETEING ATTHE IN ACCORDANIDES AND CORNERS CE WITH ME I W/78/09 Imrt0(a Pcexrt FOOTINGS....._............._..........20% ELEVATIONS OF ALL WALLS WITH REINFORCING SNONN. 0.0. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR TIVE WALLS MOPIFA SIDES..... 70% TYPICAL DETAILS.MINIMUM ADDITIONAL REINFORCING SHALL BE AS SAFETY OF ADJACENTSTRUCTURES.BY THE COPERTY,NSTRUCTION TION OF HIS C-10-REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. LEGEND. (2�iS TOP AND BOTTOM IN SLABS F BT wOL RA MO THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THE IExPeoRlx PNINT6 A 4oWT6 HF PROJECT. WHERE FINISH IS NOT SPECIFIED,CONFORM TO REQUIREMENTS OF un OJPIII-AIKe1 Op OTT Ain1gl DPf1]5 ACI 301-'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR (2)-x5 EACH FACE IN WALLS AKrrIO c0xs[m rs smXRv I+Iroinlm. BUILDINGS.' BOTT.•BOROA OURXAIDN AY9 USE er CL12P�AIfN1 G6. ALL CONTRACTORS ARE REQUIRED TO EXAMINE THE DRAWINGS BO.S.BOTTOMOFSIEFL .wMYS NBM Pu81g5E5 OF AND SPECIFICATIONS CAREFULLY,VISIT TILE SIZE AND FULLY BR SE PLATE (2)-tSX1'-0'LONG DIAGONALLY EACH CORNER OF OPENING <ORWCRK MW L1xPW1T MAMwIZFD INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS AND C-1 1.THE PLACEMENT OF SLEEVES,CUTLET BOXES,BOXOUTS.MCHORS. B•DIAETE11 TILREW..1TOAr Nd1 NMtilORS LIMITATIONS,PRIOR TO AGREEING TO PERFORM E WORK ETC.,FOR THE MECHANICAL ELECTRICAL AND PLUMBING TRADES IS mST•EXLSDNG EXTEND BARS A MINIMUM OF Z6'BEYOND OPENING,HOOK MERE ie ssEBRWLr euOAID. THE RESPONSIBILITY OF THE TRADE INVOLVED.HOWEVER,ANY EXTENSION IS NOT POSSIBLE. FAILURE TI WSIT THE SITE ARD LIMITATION THEMSELVESWITH FL•ELEVATION TINE EXISTING CONDITIONS AND LIMITATIONS WILL INNTWAY BOXWINS SOT HALLCOVERED SUBMITTED ITYDFM DETAILS IN THE STRUCTURAL FO.FLOORET Roa1 OR ERFORMI GMYW WORK CORDANCOANY MATERIALS DRAWINGS SHALL BE SUBMITTED FOR APPROVAL Ff•FOOTIEEi ORPERFCIIAINQMY WORK IN ADDITI NALCO WITH DRAWINGS Im=pP3 PFA SOVARE OIGI - NEW FOUNDATION FOR AND SPECIFICATIONS WTINOUTADDITONAL COST TO THE OWNER. C-12,AT GRADE,NOW OF ROUT AT CORNERS ALLOWED. CORNSNG S LW.LO10 w,Av PRE-ENGINEERED GRADE,NOORE HO EOFSUF 18SANT DIAMETER TE MADE RS MW.•MINCENT 0.10.TAKENEXISTINGFROM OMMCONDITIONSEXTING DA DRAWINGS END UMrTET3 WERE SHALL HAnNG TADJACETSIDES SUFFICIENT CUT BTERMAOEPRIOR TO OC•OUCEDER METAL BUILDING SURVEY,ANY TIVIATION FROM THESE MVANGSS FIESHALL CU REQUIRED DIMENSION. ADJACENT SIDES TO PREVENT CIT BEYOND THE pd= PNUTSIOEDWAETER SURVEY.ANY DEVIATION FROM THESEDRACT AND STRUCTURAL ENGINEER REQUIRED DIMENSION. Tel=PWND9 PER SQUARE FOOT DOCUMENTED MIDSUBMITTED TU AL CON ID RA STRUCTURAL pl•PWNDS PFA SONRE 9101 ENGINEER FOR REVIEW,STRUCTURAL CONSIDERATION AND SM..SIMRAR •F6f""e POSSIBLE REDESIGN,AND REINFORCING AS REQUIRED. S.W.•-TM 0I`Sl roa•rav of srEEL STRUCTURAL TIT.•TYPICAL(OCCURSATALLLOCATMINSAWRETHE GENERAL NOTES _. TYPICALSYMSG.MIIETALAPPFAPS) WO•UNLESS NOTED OTHFRWSE ISEE TYP.ABOW, A - DIFFERENT ETI"ODIIIONI SYMBOL ORDISTAL SNOWS C �MTx� VLF .•VE FPoFY&FFNAEID W'. =YIN WAF•W3DED WRE FP1921C SO•1 FALCON AIR HANGAR(2) FOOTING AND PIER SCHEDULE: 492 SUTTON STREET LAWRENCE,MA PIER FOOTING MARK SIZEMIS RONTAL TIES PLAN SIiE 80EPTH REINFORCEMENT ANCHOR BOLTSF-1 1Tx 14(I120.G 7dx3dxlT (3195 EW. 14}y•0x151ON0ANCHOR BOLTS)F-2 7!'x414®120: S-0•x5dx1T IR 96 EW.BOTT. (1} 0®ANCHORBOLTS) HIX HEAD 4®12OC. (4}1.0x15 LONG FJ 7/'x1 ®ANCHOR BOLTS) Td xTdx,T m96 EW.BOTT. A307 HEX HEAD CONNOLLY BROTHERS,INC. 152 CONANT ST. BEVERLY,MA 2Ba• Trd 26d• �1J•�/ . Sd 34Y. FJ STEP FOOTING F3 B.O.F.EL•121'd 1 N 6i F-Z r_r_, r_T_, F-1 A _ r -�_____________J L_ ______ _J L__ ___________r «w�ar�rrwm .....xxmx..� Nr A.1 4 OROPT.O.W. I'I TYP. FL=1254 / \ / \ - I it Y I 1 1:x / _____—_—___— — — i_ T.O.W.EL-IVT -- a I I STEP FOOTING DOWN I SAY EL.=123'd (TYR U.N.O.) I I I III CJ. I 1 PROJECT N0: 099-09 0 _ _ f DRAWN BY': DWS it CHECKED BY: KFD I it 3 I I 4 T s1.2 FINISH SLAB EL=VARIES i i 4 SUBMITTALS . I>�12T8 SEE SPOT EL 0—12r.61 1 I 1 ,m-,x•x I 1 I' I 1 III .DROP T.O.W.EL=1258 I I I F., w/xe/as IssuEo Fox'FEmrt I I 511 51.3 I . I s m�cGmx.o6Fx. 77 III TYP. IYP. 1 I I II 1 Fxu+xo Nr 'E.NE 1 l ( atir WFUGTux Ox SE xlTMlvf pFRE55 II T.O.W.EL-ITIS w TOA. 1 1 wvw—IT G suxxKnr Fxuxlertm. q• F Br GP£xwxDrt 7Y•MIGN CONC.STEP xf.D:0F5 mx tK euuPrt56a (rBT MS HAIR PM TYR x[E mm ATMvo�xrnlx6�'t miim3c1px5 I I IS SFEGHC.4lY NLLMP. 1 m-p.OFQ -------- DROP T.O.W.EL.•1TTd 1 ro¢1 _ TTS �`\ J\ /L __ ___ ____J\ /L__________l�'LK_x_I Is y NEW FOUNDATION FOR ' F _.r_____________ ______ ' — ----� r--------------t PRE-ENGINEERED M F2 L_1_ L_i_J F1 Fa Fa METAL BUILDING SSd FOUNDATION PLAN AND SCHEDULES FOUNDATION PLAN 7 .mxxml eG1e 1s•1a 51.1 , S1.1 i I FALCON AIR HANGAR(2) METAL GOING L2�ANGLE®SLAB EDGE W/FB 492 SUTTON STREET (SEEw DWGS.) Y'x1108STRAPANCHORSCWO.C.(TP.) LAWRENCE,MA 4A.W4.0xW4AWWFPL METALSIDING COLUMN(SEE w DWG.9.) FIN.SLAB EL VARIES L1IDOEPDI OF&AB iHIGNE38ACED®(TYPd axa r.o.w.a.=Izes (SEE w DINGS.) (SFE PUN) . � GRADE EL•VAPoEB 9 BLAB ON 6RAOE INSUUTION(SEE T.O.W.EL=748'S I (SEECMLDWGSJ SPECS,BY OTHERSI 4x4-WITHOF SLAG THICKNESS MID-DEPTH OFSUB THIdOlE55(ttP.) tlB HAIR%N SEE PIAN(TYP.OF 4) - FN.SUB EL VARIES _ CCOMPACIHI GRAVEL (SEE PLAN) 5'SLAB ON GRADE (1)I6x LENGTH OF _ I FIN.SLAB EL=VARIES DOOR OPENING - LpAPACTE0 B4GO'61 (SEE PLAN) B•OOMPACTED GRAVEL - NOTE. CONT.WALLAND ALLCONTROLTED LED LICENSED SINLL G 05®4r VERT.® _ FOOlINO BEYOND . - CONTROLLED LICENSED TESTING aen LABORATORY COMPANY MID-DEPTH OF WALL COMPACTED BACKFILL CONNOLLY NOTE; °s®Ia vPJif.a .s INSUTATION(SEE BROTHERS,INC. ALL COMPACTED MATERIALS SHALL BE PIER AND FOOTING MIDOEPTH OF WALL CONNOLLY OWGS.) CONTROLLED BY LICENSED TESTING SEE PLAN(TYP) LABORATORYCOMPANY. 152 CONANT ST. ` '® CONT.t2•xz4•Frc. BEVERLY,MA TOP 6 BOTT.OF WALL . (RYAS x COM. (3)-45 x COM. - .� i i. - TOPB BOTf.OF WALL CONT.t2'X21'FTG. S.O.F.EL=(SEE PUN) NATURAL,UNDLRTURBED4 W BOF.EL=(SEE PLAN) SWING SOIL I I• (3)-46z CONE. B.O.F.EL=(SEE PLAN) NATURAL,UNDISTURBED I IN ..- � e• �BEARINGSOIL NOTE: REFER TO DETAIL 11912 FORADDITIONAL WFORMATION TYP.WALL SECTION1 TYP.WALL PIER SECTION 2 TYP.WALL SECTION DOORS 3 wacr.�a 31. ecrEr=ra S7 ECNer a S1. I RNRST'CORNER HAR9TOMATCH PROJECT NO: 099-09 HORIZONTAL WALL MIN.DEPTNY SAWCUTYY WIDE ' REINFORCEMENT SLAB THICIOTESB r°b TOOlIDJONT WFWALL�(SE DRAM BY: DWS G CHECKED BY. -1ID � .X z ( �.� �3uY�� J�_ SUBMITTALS WAILREINF. - td3'.IIF_ NOTE 1.SPACEJOIMS®3D-0.O.C.MAXMJj THE LENGTH OF THE WALL WHICHEVER IS SMALLER w/m/os¢y,m rox MI5 OOEWEM¢TME[ftFAnoM,oEswµ TP.WALL CORNER REINF.DETAIL 4 TYP.SLAB CONTROL JOINT 5 TYP.SLAB CONSTRUCTION JOINT 6 TYP.FOUNDATION WALL CONTROL JOINT DETAIL 7 xvaroa'rlx o°rrs a socuiEi�wc. scuz;i yr=�w 51. waF.xle S7 xne xre S7. "a - Si rnwlRx�mawmecnr FFmxaiEn. nLVIIGMIx eH0 USE fn WrEANNEM Kc+x:xs EON mE wnPoscs a - nffv uvnur umroRun. ' u�P rs mrumc Euxcluxs a svEmcvir Nioem. NEW FOUNDATION FOR PRE-ENGINEERED METAL BUILDING T BOTTOM REM.N nu R FOOTINGEXTENDED TO STEP IN TDP FOUNDATION DETAILS BOTTOM REINF,BEUP, 1.4r MN' M SLOPE BOTTOM OF AND EXTENDED 17(MIN.) FOOTING AT IV2L NfO HIGHER FOOTING STEP TOP OF FOOTING TYP.STEP FOOTING DETAIL 8 S1.2 =n xD s,. L oft Iler FALCON NORTH HANGAR L Gig y G 4;v° � Arc Falcon North Hangar FINAL REPORT AND AFFIDAVIT �i ORIGINAL BUILDING PERMIT ORIGINAL AFFIDAVIT FORM WEEKLY FIELD REPORTS PROGRESS PHOTOGRAPHS PLANS OFFICE OF BUILDING INSPECTOR j TO W N OF NORTH ANDOVER CONSTRUCTION CONTROL FINAL REPORT AND AFFIDAVIT PROJECT TITLE: FALCON AIR HANGAR (2) PROJECT LOCATION: LAWRENCE AIRPORT, NORTH SIDE NAME OF BUILDING. FALCON AIR HANGAR (2) NATURE OF PROJECT: AIRCRAFT STORAGE HANGAR IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Lawrence S. Green Registration No. 20828 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITRCT i..ICREBY CERTIFY THAT ��\/€,PRF124RE OR DIREGTLY 91IIRERVISE^TTEDFRADATION' OF AI 1 r ESICZISI ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY FOR THE AROVE-INIAMED PRO IF== AND TWAT 21 Ir-H RI ANS COMPI ITATIQNS AND CDC(`ICI(`ATI(IAIC ��CCT THC ADDI I!`ARI C DDl1\/ICI(1 AIQ f1C THC 7811 (`AAD AAA CQA(`I-II ICCTTC I�'ID,�p CERTIFY THAT I HAVE PERFORMED THE NECESSARY PROFESSIONAL SERVICES. AND WAS PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK#S PROCEEDED IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND HAVE BEEN RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept. shop drawings. samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine. in general, if the work is being performed in a manner consistent with the construction documents PURSUANT TO SECTION 116.2 ATTACHED HEREWITH ARE WEEKLY, A ESS REPORTS, TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER t L4 INSPECTOR �a RTIFY THAT THE PROJECT HAS BE NCO L SATISFACTORILYJE W ' I g v, ignature IBED AN SWORN TO BEFORE ME THISo AY OF•20t-tIrMV6h R0/0 i YC QNI XPIR681an,Publ�". NO A Y PUBLIC. Cnrnmonv;calth o3 tJa<sa„nu;ciis My Commission Expires December 29,2011 T40RT#q Town of Andove r 0 to No. c9- 96" AKE dover, Mass.,— L coc H I C Im E.C. 004TSD BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT........./....................... . ...... ............................................................ .............................. Foundation has permission to erect........................................ buildings on... A �....AV.- ................................. Rough to be occupied as... /W-tl 75" )-c- ' *"**.�7.-* : .......... ........I.............................................. Chimney provided that the person acceptfng this permit shall in every respect conform to the terms of the application on file**'in" Final this office, and to the provisions of the Codes and By-Laws relating to theectio Construction ation and Co truction of Buildings in the Town of North Andover. 51-07 V -Z 6 40 C"0 PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION ST S ELECT.RICAL INSPECTOR Rough ................................. ..................... ......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building Rough GAS INSPECTOR 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. REVERSE SIDE Smoke Det. OFFICE OF BUILDING INSPECTOR TO W N OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: FALCON AIR HANGAR (2) PROJECT LOCATION: LAWRENCE AIRPORT, NORTH SIDE NAME OF BUILDING. FALCON AIR HANGAR (2) NATURE OF PROJECT: AIRCRAFT STORAGE HANGAR IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Lawrence S. Green Registration No. 20828 BEING A REGISTERED PROFESSIONAL ENGINEER/ HEIREE I GERTICv THAT I HAVE PIR CDARED QR r11DCr'TI V I I CDE V11S_; rI CTUC PIR CDADATI(1AI (1C AI I r1CCl!_AI ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(SPECIFY I FATHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES.AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS,APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept. shop drawings. samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the state of construction to become, generally familiar with the progress and quality of the work and to determine. in general, if the work is being performed in a manner consistent with the construction documents PURSUANT TO SECTION 116.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT, TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR UPON COMPLETION OF THE WORK. I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. Signature SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 2009 MY COMMISSION EXPIRES NOTARY PUBLIC. i i i LSG CORPORATION 1 Wells Avenue,4`b Floor Newton, MA 02459 Tel:619 965-9189 Fax:619 603-5540 Cell: 619 513-0065 i i i FIELD INSPECTION I Date: 10/16/2009 Project: Falcon North Hangar Weather: 40/light rain Work: Layout and Conservation Hay Bales etc Comments: �I I OF Pr1,y s�9c EAVIRME x S. GREEN -a v NO. 20828 - .o�o'QFCfs?��F,o; SS/ONA �rN� i LSG CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 11/1/2009 Project: Falcon North Hangar Weather: 48/ Cloudy Work: Excavation and Foundation Comments: Work Progessing Satisfactory Qatisfactory .;�OF PphS of o LA„'REhCE S. GRFEN r.. v N0. 20828 ! � IST LSG CORPORATION 1 Wells Avenue,4"'Floor Newton, MA 02459 Tel:617 965-7187 Fax:617 603-5540 Cell: 619 513-0065 FIELD INSPECTION 0 Date: 11/18/2009 Project: Falcon North Hangar Weather: 50/Clear Work: Foundation Comments: Catisfactory LSG CORPORATION 1 Wells Avenue,4h Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell: 619 513-0065 FIELD INSPECTION Date: 11/18/2009 Project: Falcon North Hangar Weather: 50/clear Work: Foundation Comments: C�atisfactory 0r k1ASS n c, LAWRENCE �' ; .- ��,, NI,.�. LSG CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel:619 965-9189 Fax: 619 603-5540 Cell:619 513-0065 FIELD INSPECTION Date: 11/25/2009 Project: Falcon North Hangar Weather: 45/rain Work: Steel Shake out Final interior grading and compaction omments: Satisfactory i I LAWRENCE o S. GREEN cv N0. 20828 ]LSG CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 619 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 12/1/2009 Project: Falcon North Hangar Weather: 45/rain Work: Steel Shake out Comments: e QF a t LAWRENCE e ' S. GREEN r RM 20828 i �'p� G/S7E�` �r LSG CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel: 617 965-7187 Fax: 617 603-5540 Cell:617 513-0065 FIELD INSPECTION 0 Date: 12/7/2009 Project: Falcon North Hangar Weather: 33/clear Work: Steel erection/panel Comments: Satisfactory �1 OF LAWRENCE ys & GREEN ` r � v NM 20828 , LSG CORPORATION 1 Wells Avenue,4'h Floor Newton, MA 02459 Tel:617 965-7187 Fax: 617 603-5540 Cell:619 513-0065 FIELD INSPECTION Date: 12/15/2009 Project: Falcon North Hangar Weather: 45/cloudy Work: Door erection Comments: Satisfactory 9cy LAWRENCE G.r S. GREEN -; b N0. 20828 �S510,N]" a* LSG CORPORATION 1 Wells Avenue,4"'Floor Newton,MA 02459 Tel:617 965-7187 Fax: 617 603-5540 Cell: 619 513-0065 FIELD INSPECTION Date: 1/12/2009 Project: Falcon North Hangar Work: Finish erection and roofing Comments: f 1 'Satisfactory OF �rss LAWRENCE S. GREEN ,` t U N0. 20828 ` 44& LSG CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell: 617 513-0065 FIELD INSPECTION r1 Date: 1/19/2009 Project: Falcon North Hangar Work: No work heat only Comments: f1 �(M OF �q�S LAWRENCE 3-M S. GREEN } NO. 20828 t LSG CORPORATION I Wells Avenue,4h Floor Newton, MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 1/27/2009 Project: Falcon North Hangar Work: No work Heat only Comments: or a LAWRENCE C; S. GREEN e4i No. 20828 , ��SS�ONp'; e" LSG CORPORATION I Wells Avenue,4`h Floor Newton,MA 02459 Tel: 617 965-7189 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/3/2009 Project: Falcon North Hangar Work: No work heat only Comments: "*O MK8 i i LSO CORPORATION 1 Wells Avenue,4"'Floor Newton, MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/11/2009 Project: Falcon North Hangar Work: No Work Heat only Comments: 5 . LSO CORPORATION 1 Wells Avenue,4h Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell:617 513-0065 FIELD INSPECTION Date: 2/20/2009 Project: Falcon North Hangar Work: No Work heat only Comments: r� LAWRENCE �:y S. GRcEN N0, 2G82S ,o I Wells Avenue,4"'Floor Newton,MA 02459 Tel:617 965-7189 Fax:617 603-5540 Cell:619 513-0065 I FIELD INSPECTION i Date: 2/25/2009 Project: Falcon North Hangar Work: Prep for slab and door edge Comments: f1 .Satisfactorytr LAWRENCE or d S. GREEN v 140. 20828 a , Y o,�aG/STE��, LSG CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell: 617 513-0065 FIELD INSPECTION Date: 3/2/2009 Project: Falcon North Hangar Work: Prep for concrete slab and door edge Comments: �1 LiSatisfactory LAWRENCE S. GREEN { 1 •1 p C3 N0. 20828 �P ,o SSS/ONA��;� i LSG CORPORATION 1 Wells Avenue,4`h Floor Newton,MA 02459 Tel:617 965-7187 Fax: 617 603-5540 Cell:617 513-0065 FIELD INSPECTION 0 Date: 3/10/2009 Project: Falcon North Hangar Work: Concrete slab placement Comments: Satisfactory V cy �rd LAWRENCE X S. GREEN v N0. 20828 Amo��G/STEPS`- i LSG CORPORATION 1 Wells Avenue,4t'Floor Newton,MA 02459 Tel: 617 965-7187 Fax:617 603-5540 Cell: 617 513-0065 FIELD INSPECTION 1 Date: 3/16/2009 Project: Falcon North Hangar Work: Concrete slab completed Comments: CSatisfactory �► ti aF Sc, o� LAWRENCE r c S GREEN v NQ 20818 CISTEP�'; ss%ONAI FALCON NORTH HANGAR 4 i ' -�•'�'.'r"-�'--,-=4--•.r. ..r .._fir,,,� N.a- A O O t w i Y X11► '�"st:.1 � - �. fjF � 4 - � rf re✓ ',C.,.i C ? �� `r 1 .r w V .. �' �., 'i ,� f_�. k r 2 4 p. ! -� ti .,... :.+�.. t... t � E �, � � w �� ns„M �' r �.f �, � •. Y { y- � � $ ry �` .4 s � t?". �rt� a +9. � �� +h- � � r�� ? g -i:'` v _� ,�1 �� :. ; � � _ 1 � I _ .. — 6� / ��t 7 _ A �� 'IA��l ��..,4, ,P� r�= �_ �' I� �. i � �.,- _—_" �� ---ear-� ._. `. w � .+tiy.r� � _... � � f r..� :'ars^ ��. �..»- .._r,.r-� _ �Y ► __r ,,..n.,r �, a, si , �. � rl I'll oils P, * lore Ali 101 t pr ti l . 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ASN.A6 ,.I011,Am18 GRADE55 Notes 2 PERMIT DRAWINGS 10/01/09 PERMIT SET-For Building Dept.Approval COLD FORMED UCNT GAGE SHAPE! AM,A1o11 GRADE so BMCE R00AS II GRADE so Anchor Rod Plan 3L+ ERECTION DRAWINGS 10/12/09 FORCONSTRUCTION - HOTRa"GO)Mu! SHAPE! 08.Asn,As72,Ana A7o6,A602 oNAOE aBDNeD _ HOT ROLLED ANGLES ASN,-1,/See,A—,AM GNADE So Primary Structural 5-9 HOLLOW 6TRucft=L SECTION(HSS) Amo cum" Secondary Structural10.14 - CLADONG A661.A722 GRADE60ONGRADE•0 Covering 15-20 A325&A490 BOLT TIGHTENING REQUIREMENTS Standard Erection Details 21-Z4 nil THERESPONlBABYOF THE ERECTOR TO INSURE PROPER BOLT TIOHTNEIS IN ACCONDANCEWITH AFPRDPRWTE REGULATIONS.THE FOLLOWWO CRTIERIA n IN COMPLVWCE WNH THE LATEST SPECIRCA7IDNS,HOWEVER THE ERECTOR IB RESPONSIBLE TO VERIFY LOCAL AUTHORITY REMAREMENTS, Z5-2B ALL CONNECIpN6MACEWITHM25BOLTSMAINOTICHTENEGTOTNE'SNUG7RHT-CONRG1NASFEAIIITTED Special Drawings BY INE BPECaTCATRON FON STRUCTURAL JOINTS USING A.N OR M00 eMTS(2004 EDI—181NDICATED AB 'ANE-IENBIOIIED"ELMARIENE N ME.GRAWINDS,OR AB MgiCATEG BELOW. PRETENSION BOLTS ON PRIMARY FRAMNO,BOLTED BRACING,AND STRUT CONNECTIONS F LOCATED IN IBC SEISMIC PERFORYMICE IDESpN"MOOM D.E OR F,UBC LONE a OR4.BEE COOEe AND LDADB NOTES BELOW FOR ' MR SEISMS;DESIGN CATEGORY.PRETENSION ALL PRIMARY FRAMING CONNECTIONS N CANADA L PRETENSION BOLTS ON PRIMARY FRAMING,BOLTEDSTRUTS GRADING. AID CRANE RUNWAY CONNECTIONS IF Y Q�1/C/'ORS C?o�rc�te� BUMNG SUPPORTS A CRANE WR"A CAPACITY GREATER THAN 6 TON0. - /' ® CONNECTIONS THATSUFPORT RUMNNG MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE VV�P�BUILDINGALLk SNM�"� ALL 0lP CRITICAL AS INDICATED N THESE ORAVISJO!TYlfll SC DESIGNATION MUST BE Cr 7Q.i 7 SnS 7-4 LUGS' VARCO PRUDEN - OREFRICTICNAT�A� CONNECTIONS MUSTBEFREEOFPAINT.MOROTHER MATERIASTNATREDUCETHE O �y,a',✓l� f-/Ip7f JN adiWlon 01 01n3Eup.BUlid(nO.NORM amMIC4 MGA CONNECTIONS DESIGNATED AS A,uMORA/(,Y SHALL Be INOTALLPD WITH BOLT HEAD MS SE OF THE THSJNEST 3 T n PLATE BEND CONNECTED. £)C�ST�nf /J/��Y/7f RCiBr?`l SECONDARY MEMBERS AND FLANGE BRACE COMECTIONS ARE ALWAYS-3MIl0 TIGNTENEO-,EVEN F ABOVE CONORD. E2181',UNLESS SPEMICALLY NOTED OTSEAMASE ON DETABS. far WASHERBARENOTREGUMEDFDR-BNWiIGHF- TCONNECNORS.PRE-TENSp6fiDA373 A/IO CONNECTION!TIGHTENED 5�6 pea Me US"THE 7URNJ THENUT METHOD OO NOT REQUIRE WASHER0.M.91OLTSMUSTALWAYSSEPRL-TENSIOMEA 1,f ZL T /�/ G GG CODES AND LOADS `�— .V Yd1EN MULITM BUSDOBQAREINVOLVED,5PEC6RC LOM FACTORS PoRDIFFERON60CCUPANmE0.BUNDWOOIMENSI0N6, IMIC TB.BM .BYBttMa R00F8 SFOR FUR MAR DETAILS.SEE 10 BoRea10 Cee.:2007 Mlam.tbnd ftSaIrO CGd. Ekon AN lhngo Du11An0UmSWndad OciwwcySWdure.Callt lomVhr.9.00pW(NMI"d ftOgeOM) LIVE LOADBAND RAINFALL I'd- ULo.e 20.00 PW(R.dudoM) RaIM.N:IAS In4SF.per NWr BNONILOAD Grcond Snow:B400 paT.Rt ROOF Srow,3485 pat. / SMW EXP""C.Moory(da r):1 FWIY Eapalee(0.80) / $—Impen.nc.:1.000 itnrinai C.MOPry(F.dor):HnI1d(1.00) / WHO LOAD 1P F S / Wind Speed:110M mRN WIM EqOMIn:B @ - BnkWMdPr.nun:I8A5pd 20 RICHARD •fitE 1001412 pNNnn F2d1r1.0110,R•Topagni"Factor:1.0000 o CDCUN I.r / WAS EA.1—:Bndw.d.Milo ~I= I N AflwMdM en Ry ow p p ND.MG27 / ., r.. 5 .bd vFrdRMNIeeSTINT � twaealDn.drwlN..peEeMe.6DY.WMeM.a. '+bF�GrsTE? "�0 Atm EARTH OVAKE DESIGN DATA L.Mrtl Fem RnMlp li)'dMn.wMO ERMv.MM Furca Pree.euw t0�2.1T(4Q ' ::;_Ia IfFnIn(Reaper-.-Gad830 Tip 81:8.20240 B.I.mMx.Nraru..Gmap:oleppl S.I_I-Pertorm.nn 1 OWOR C.1ill :C(BSI Bob Tight-ko NAM Aboral . 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END POST CONNECTION DETAIL F3 T . END POST CONNECTION DETAIL F2 T . KICKER ARRANGEMENT k END POST F1 EPxo10 20 8' .6250 .2500 10' 10' z4'-z 1/6• O6 O6 O6 O6 CONNECTION DETAIL O6 O6 cspK Camectipn k Plal6 SchN.w 1d Oty ASTM BOD BeH %W Ron Pon Tenoien Waaher Fmme Lleoranrn Dia. LLn9th TIkk. 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ROOF STRUCTURAL FASTENER WALL STRUCTURAL FASTENER PANEL CLOSURES 12-14 X 1 1/4"SS SCOTS(TEKS/2)WITH WASHER 12.14 X 1 1/4"CARBON(TEKSl2)W/O WASHER MARK MARK MARK MARK MARK NUMBER DESCRIPTION NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR 80130 Y INSIDE PANEL RIB CLOSURE 57407 ARTIC WHITE 57421 FOREST GREEN 56467 ARTIC WHITE 56,181 FOREST GREEN 80140 3'OUTSIDE PANEL RIB CLOSURE $7403 ASH GRAY 57426 HEMLOCK GREEN 56463 ASH GRAY 56486 HEMLOCK GREEN 60360 3'INSIDE VEE RIB CLOSURE 57405 CLASSIC BEIGE 57427 JADE GREEN 56466 CLASSIC BEIGE 56487 JADE GREEN 80362 3'OUTSIDE VEE RIB CLOSURE 57475 COOL COLONIAL RED 59462 LEAF GREEN 56475 COOL COLONIAL RED 56471 LEAF GREEN 80356 16"INSIDE STRAN-LOK CLOSURE 57416 COOL DARK BRONZE 57422 MATTE BLACK 56476 COOL DARK BRONZE 58482 MATTE BLACK 80358 16*OUTSIDE STRAN-LOK CLOSURE 57417 COOL REGAL WHITE 57409 PATRICIAN BRONZE 56477 COOL REGAL WHITE 56459 PATRICIAN BRONZE 80140 T INSIDE RPR PANEL CLOSURE 57418COOL SIERRA TAN 57423 REGAL BLUE 56478 COOL SIERRA TAN 56483 REGAL BLUE 80130 T OUTSIDE RPR PANEL CLOSURE 57419 COOL WEATHERED COPPER 57424 TAHOE BLUE 56479 COOL WEATHERED COPPER 56481 TAHOE BLUE 80135 SSR FOAM INSIDE CLOSURE 57420 COOL ZINC GREY 57425 TERRA COTTA $6480 COOL LNC GREY 56485 TERRA COTTA 80136 SSR HARD RUBBER INSIDE CLOSURE 57401 EGYPTIAN WHITE 59464 ZINC GRAY 56451 EGYPTIAN WHITE 56473 ZINC GRAY 57400 GALVALUME 56461 GALVALUME POP RIVETS 1/8"DIAMETER ALUMINUM RIVET(250 PER BOX) ROOF STRUCTURAL FASTENER WALL STRUCTURAL FASTENER MARK MARK 12.14 X 1 112-SS SCOTS(TEKS12)WITH WASHER 12.14 X 1 12"CARBON(TF.KS2)WIO WASHER NUMBER COLOR NUMBER COLOR MARK MARK MARK MARK 55281 ARTIC WHITE 55291 FOREST GREEN NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR 55267 ASH GRAY 55296 HEMLOCK GREEN 57807 ARTIC WHITE 57821 FOREST GREEN 56667 ARTIC WHITE 56681 FOREST GREEN 55262 CLASSIC BEIGE 55297 JADE GREEN 57803 ASH GRAY 57826 HEMLOCK GREEN 56663 ASH GRAY 56686 HEMLOCK GREEN 55269 COOL COLONIAL RED 55283 LEAF GREEN 57806 CLASSIC BEIGE 57827 JADE GREEN 58686 CLASSIC BEIGE S8887 JADE GREEN 55286 COOL DARK BRONZE 55292 MATTE BLACK 57815 COOL COLONIAL RED 57812 LEAF GREEN 56675 COOL COLONIAL RED 56671 LEAF GREEN 55287 COOL REGAL WHITE. 55265 PATRICIAN BRONZE 57818 COOL DARK BRONZE 57822 MATTE BLACK 56676 COOL DARK BRONZE 56682 MATTE BLACK 55268 COOL SIERRA TAN 55293 REGAL BLUE 57817 COOL REGAL WHITE 57809 PATRICIAN BRONZE 56677 COOL REGAL WHITE Sr." PATRICIAN BRONZE 55289 COOL WEATHERED COPPER 55294 TAHOEBLUE 57818 COOL SIERRA TAN 57823 REGAL BLUE 56878 COOL SIERRA TAN 56683 REGAL BLUE 55290 COOL ZINC GREY 55295 TERRA COTTA 57819 COOL WEATHERED COPPER 57824 TAHOE BLUE 56679 COOL WEATHERED COPPER 56684 TAHOE BLUE 55260 EGYPTIAN WHITE 55285 ZINC GRAY 57820 COOL ZINC GREY 57825 TERRACOTTA 56680 COOL ZINC GREY 56685 TERRACOTTA BULB TITE STRUCTURAL BLIND RIVET 57801 EGYPTIAN WHITE 57814 ZINC GRAY 56651 EGYPTIAN WHITE 56673 ZINC GRAY MARK MARK 57800 GALVALUME 56661 GALVALUME NUMBER COLOR NUMBER COLOR ROOF STITCH FASTENER55181 ARTIC WHITE 55185 PATRICIAN BRONZE WALL STITCH FASTENER 55160 ALUMINUM 1/4.14 X 718"SS SCOTS(TEKS11)WITH WASHER 114.14 X 718"CARBON 0EKS11)W/O WASHER . MARK MARK MARK MARK TUBE SEALANT NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR MARK MARK 5/007 ARTIC WHITE 57612 LEAF GREEN 56567 ARTIC WHITE 56581 FOREST GREEN NUMBER DESCRIPTION NUMBER DESCRIPTION 57603 ASH GRAY 57609 PATRICIAN BRONZE 56563 ASH GRAY 58586 HEMLOCK GREEN 80260 WHITE SKINNING 80270 WHITE NONSKINNING 57608 CLASSIC BEIGE 57623 REGAL BLUE 56568 CLASSIC BEIGE 56S&7 JADE GREEN 80285 GRAY SKINNING 80507 BRONZE SKINNING 57814 COOL COLONIAL RED 57624 TAHOE BLUE 56575 COOL COLONIAL RED 56971 LEAF GREEN 57817 COOL REGAL WHITE 57625 TERRA COTTA 56576 COOL DARK BRONZE 56582 MATTE BUCK TAPE MASTIC 57618 COOL SIERRA TAN 57614 ZINC GRAY 56577 COOL REGAL WHITE 58559 PATRICIAN BRONZE 57601 EGYPTIAN WHITE 57600 GALVALUME 56578 COOL SIERRA TAN 58583 REGAL BLUE MARK 56579COOL WEATHERED COPPER 56584 TAHOEBLUE NUMBER DESCRIPTION ROOF STITCH FASTENER 56580 COOL ZINC GREY 56565 TERRA COTTA &Does 3116"X r X 2F ROLL 114-14 X 1 118"SS SCOTS(TEKS/1)WITH WASHER 56551 EGYPTIAN WHITE 56573 ZINC GRAY 80335 3116"X 212'X 27 ROLL MARK MARK 56561 GALVALUME 80345 3116"X 718"X 28"BOX OF 100 NUMBER DOLOR NUMBER COLOR 200 LINEAL FEET OF COVERAGE PER BOX 80347 3116"X 7/8"X 9"(50)AND 3"(150)BOX 57657 ARTIC WHITE 57671 FOREST GREEN 803/16"X 718"100 LIN47 ROLL FEET OF COVERAGE PER BOX 57653 ASH GRAY 57678 HEMLOCK GREEN 319 X 57656 CLASSIC BEIGE 57677 JADE GREEN 80390 3/16"X 1/4"X47 ROLL 57865 COOL COLONIAL RED 59402 LEAF GREEN 57666 COOL DARK BRONZE 57672 MATTE BLACK 57667 COOL REGAL WHITE 57659 PATRICIAN BRONZE 57668 COOL SIERRA TAN 57673 REGAL BLUE 57669 COOL WEATHERED COPPER 57674 TAHOE BLUE 57670 COOL ZINC GREY 57675 TERRACOTTA 57651 EGYPTIAN WHITE 59404 ZINC GRAY 57650 GALVALUME t11 F ? 6!CI�F,O fi T:1.3i62'I �/oxucl� FOR CONSTRUCTION eai io ixi nn oFw M. VP Buildhg.I— unaiw¢eriRM � °.'" .Ea ooR��EEER 'i00P�it B10°p1a1"pnp^uTM'°'i4 Common Warehouse Partrnarks .To a �FFo°u"ar u �co,mwy eran.n� q• r orses FFo oEnEnucartRncreRNroon EucroRasttnr aRHoz e osnraee°Fx R�ssEw�cRsre�iE E�w.ccunn,E 0000aium �P[poiTR6r¢nT3 6a CM a°"OwGr�wEcp°.fOR"wMCE v 6 nay 1tlNlawnno,Nnutlaewb BUILDINGS svecivae ulMtt�hXSiEvE EnEECPgx°Ufa °q"r'Faken NrR SB ERECigll aiRrCIUCxG T4<diPER15E OF lEWEROR�Rv �s"+v . cmw °rUCw°. MS - S112444 war..1.11 N 1d1AW9 11:°O:ti --Falcon AF Man9MM4.VPG •u�aw.ddwsnga luAlYaa wvnarorc+.rc � J BUILDING LOADS: FOUNDATIONS: INSPECTION: REINFORCING: FALCON AIR HANGAR(2) BL-1. ?W CMR MASSA H F-1. STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR SUBSURFACE L1.GENERAL R-1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM TBO LMR MA55ACHUSETiS BUILDING 000E TM EDITON CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT TO THOSE TESTING AND INSPECTION WILL BE MADE BY AN APPROVED ASIS,MADE EXCEPT WHERE NOTED.ALL REINFORCING BARS 492 SUTTON STREET USED FOR DESIGN.FOOTING SEARING STRATA SHALL BE TESTING LABORATORY SELECTED AND PAID BY THE OWNER, TO BE WELDED SHALL CONFORM TO ASTM A705.REINFORCING BL2 DESIGN LOADS: CONTROLLED COMPACTED CLEAN GRANULAR FILL(COMPACTED TO CONTRACTOR SHALL FURNISH TESTING AGENCY ACCESS TO BARS MAY NOT BE WELDED WITHOUT PRIOR APPROVALOF THE LAWRENCE,MA REFER TO DRAWINGS BY VP BUILDINGS FOR BUILDING LOADS 95%DENSITY)OR NATURAL MATERIAL CAPABLE OF SUSTAINING A WORK FACILITES AND INCIDENTAL LABOR REQUIRED FOR STRUCTURAL ENGINEER. AND DESIGN FORCES, BEARING PRESSURE OF 4,000 POUNDS PER SQUARE FOOT. TESTING AND INSPECTION.RETENTION BY THE OWNER OF AN INDEPENDENT TESTING AGENCY SHALL IN NO WAY RELIEVE R-2. ALL WELDED WARE FABRIC(W.W.F.)SHML CONFORM TO ASTM 185, F-2. ALL GRANULAR FILL MATERIAL UNDER FOOTINGS SWILL BE PLACED THE CONTRACTOR OF RESPONSIBILITY FOR PERFORMING ALL (PY"S KSI MIN.) a� GENERp JL TO 95%DENSITY. WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. AL NOTES: R-3. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES FJ. IN GENERAL.EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO N.CONCRETE SHALL BE IN ACCORDANCE WITH ACI 315-'MANUAL OF STANDARD Gt. ALLWORKSHALL CONFORMTOTHEREOUIREMENTSOFTHESTATE A MINI MUM OF 4 FEET BELOW FINISHED EXTERIOR GRADE OR THE A.CONCRETE INSPECTION AND TESTING WALL BE MADE IN PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,' BUILOING CODE OF THE COMMONWEALTH OF MASSACHUSETTS, LOWEST SLAB LEVEL ACCORDANCE WITH BUILDING CODE REQUIREMENTS,AND LATEST EDITION. LATEST EDITION. CONTRACT DOCUMENTS,AND WILL INCLUDE THE FOLLOWING: F/. NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN 1.TESTING CONCRETE FOR STRENGTH,SLUMP,AIR q4. PROVIDE AND SCHEDULE WITH THE SHOP DRAWNGS,ALL G2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GROUND. CONTENT,TEMPERATURE.ANO UNIT WEIGH. NECESSARY ACCESSORIES TO HOLD REINFORCING SECURELY IN CONDITION g IN THE FIELD PRIOR TO COMMENCING WORK WHERE POSITION. DIMENSIONS ANDELEVAMNSOFEXISTINGDONSTRUCTTON B.TESTSPECIMEN9:THETESTINGUBORATORY.ULTAKE MINIMUM REQUIREMENTS SHALL BE: COULD AFFECT THE NEW CONSTRUCTION,IT IS THE CONCRETE: SPECOIENS OF EACH CLASS OF CONCRETE FROM DIFFERENT HIGH CHAIRS........_........ 4'-0'ON CENTER aen CONTRACTOR'S RESMNSIBIUtt TO MAKE FELO MEASUREMENTS IOGTIONS ON THE JOB AS FOLLOWS:AT LEAST ONE SET OF BUB BOLSTERS............ 4'a ON CENTER IN TIME FOR THEIR INCORP ATION IN THE SHOP DRAWINGS.THE FOUR CYLINDERS FOR EACH 100 CUBIC YARDS OR FRACTION SUPPORT BARS FOR HIGH CHAIRS NO.5 ARCHITECT 6 ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY C.I. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THEREOF OF EACH CLASS OF CONCRETE. CONNOLLY DISCREPANCIES THAT MAY EXIST. THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED R-5. ALL CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LM AS BROTHERS,INC. CONCRETE NSACH CI 318)AND THE COMMONWEALTH OF MASSACHUSETTS C.REINFORCING STEEL INSPECTION:CONCRETE REINFORCING REQUIRED FOR A CLASS B SPUDS(ACI 318,SECTION 12.15.1) GJ. SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, STATE BUILDING CODE.IN CASE OF CONFLICT,THE STATE BUILDING SHALL BE INSPECTED PRIOR TO CLOSING OF CONCRETE FORM UNLESS NOTED OTHERWISE. SLOPES.AND LOCATIONS OF DEPRESSED FLOOR AREAS.THE CODE SHALL GOVERN. WORK OR PLACING OF CONCRETE.INSPECTOR TO VERIFY 152 CONANT ST. CONTRACTOR SMALL COMPARE THE STRUCTURAL DRAWINGS WITH SIZE,SPACING.OUANTITY OF REINFORCING PER LATEST R4. ALL LAPS IN W.W.F.SHALL BE ONE MESH PLUS TWO INCHES AT THEARCHITECTURAL DRAWINGSANDREPORTANYDISCREPANCY G2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE,MIXED AND CONTRACT DOCUMENTS. SPLICES. BEVERLY,MA IN WRITING TO THE ARCHITECT ANO ENGINEER PRIOR TO PLACED UNDER THE SUPERVISION OF AN APPROVED CONCRETE CONSTRUCTION. TESTING AGENCY. R-T. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS UNLESS OTHERWISE SHOWN ON THE PRINCIPALOPENINGSTHROUGHTIiEFRAMINGARESHCWNON C-3. FOR LOCATIONS LISTED BELOW,CONCRETE SHALL BE NORMAL SUBMITTALS' DRAWINGS THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL EXAMINE WEIGHTCONCRETEW7HSANDGRAVELAGGREGATE,TYPEIOR THE STRUCTURAL AND MECHANICAL DRAWINGS FOR THE TYPE II PORTLAND CEMENT AND A MINIMUM COMPRESSIVE S.I. SUBMIT SUBSTANTIATING DATA FOR EACH CONCRETE MIX A. SURFACES CAST AGAINST EARTH...... 31NCHES REQUIRED OPENINGS AND SHALL VERIFY SIZE AND LOCATION OF STRENGTH(M)IN 28 DAYS AS FOLLgWS: ALL OPENINGS WITH THE MECHANICAL CONTRACTOR.PROVIDING FOOTING AND PIERS..... .......................... 30DO PSI DESIGN CONTEMPLATED FOR USE TO THE STRUCTURAL B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ALL OPENINGS REQUIRED BY THE MECHANICAL, FOUNDATION TIE BEAMS._...._.................... 3000PS1 ENGINEER NOT LESS THAN SIX WEEKS PRIOR TO FIRSTNTHROUGM/18BARS......................_. 21NCHES ELECTRICAL.OR CONCRETE PLACEMENT.DATA FOR EACH MIX SHALL,ASA PLUMBINGMT.WHETHERES OR BEA PART SHOWN I THE GENERAL WALLS --- - ...- 3000 PSI MINIMUM,INCLUDE THE FOLLOWING: FS BARS AND SNALLER...................._.. 112INCHES CONTRACT,WHETHER OR NOT SM TH IN THE STRUCTURAL UBS HE GRADE......................................... 4000 PSI DRAWINGS ANY DEVATION FROM THE OPENINGS HE EN ON THE ALLOTHER FOUNDATION CONCRETE........ 3000 PSI C. FORMED SURFACES NOT EXPOSED TO FIRTH H WEATHER STEEL MEMBER ENCASEMENT................... 3000 PSI AMA IDEHTIFTGTON DESIGNATION(UNIQUE FOR STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S EACH MIX SUBMITTED). SLABS,WALLS,JOISTS..........._._......... 3M INCH ATTENTION FOR REVIEW. LEAN CONCRETE........................................ 2000 P51 ). BEAMS,COLUMNS._.............................. 1121NCHE9 G5. FURNISH AND PUCE ALL SUPPORTS,TEMPORARY AND CJ. ALLCONCRETE EXPOSED TO THE HEATHER OR POSSIBLE B.STATEMENT OF INTENDED USE FOR MIX D. SLABS ON GRADE FpEEZE/THAW ACTION SHALL CONTAIN AN AIR ENTRAINMENT F n�oo, PERMANENT,NDERPIUNG,OR SHEET UNO,BRACING,Y T OBRA (ROM TOP OF SUB)............................ 11fJ INCHES ' ADMIXTURE.NR CONTENT TO BE 8%A 114X. C.MI%PROPORTIONS,INCLUDING ALL ADMIXTURES UNDERPINNING,OR SHEETING T O.NECESSARY TO BRACE USED. EXISTING WALLS VERTICAL SETTLEMENT REMAIN,OCCURS T E. SUBS ON METAL DECK HORIZONTAL OR V IPORAR SUPPORTS SHALL BE TO MAINTAIHE NED I NG C5. GROUT UNDER BE NON-BAS PLATESK,NONN AND UNDERROUT ER WITH A RING TOP....M................................................... 3M INCH STRUCTURES,TEMPORARY SUPPORTS ARE INSTALLED, BE MAINTAINED IN D.MANUFACTURERS DATA MOOR CERTIFICATIONS ................... 3//INCH PLATES SHALL BE NON-SHRINK,NONMETALLIC GROUT WITH BOTTOM....................._....._. PUCE UNTIL RTS SHALL BE BYARE ISE IN D ENGIN DESIGN OF MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS. VERIFMATERIALS. CONFORMANCE IX ALL MIX THESE OF THE BE BYAREGISTEREDENGINEERIN THE MEQUIREEINCLUDINGADMIXTURES,4YITIISPECIFIED MAXIMUM DEVIATION FROM ESTHICKREQUIREMENTS ASHALL INCH U/ PROJECT N6 099-09 EMPLOY OF THE CONTRACTOR, C4. CONCRETE GST ON SLOPED SURFACES SHALL BEGIN AT THE REOUIREMENfS, INCH FOR SECTIONS 10 INCHES THICK OR LE59;AND>:1R INCH FOR LOWESTELEVATION ANOCONTINUEMONOLITHICALLYTOWAROTHE E.WET ARD DRY UNIT WEIGNT. SECTIO NSOVERIOINCHEST CKSEEAG3IB,SECTIONT.T.IFOR DRANK BY: DWS Ge. ALTERNATE CONNECTION DETMS MAY BE APPROVED IF IF SUCH HIGHER ELEVATIONS UNTIL THE INTENDED POUR IS COMPLETED. CONDITIONS NOT LISTED. OETMlS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND F.ENTRAINED AIR CONTENT. CHECKED BY: Nip ACCEPTANCE IS GRANTED.HOWEVER.THE ENGINEER SHALL BE GT. NOCONCRETE SHMLBECA5TBEFORER"EWANICAPPROVALOF R.B. ALLHOOKSSHOWHONDRAWANGSSH BESTMN DHO0K6 THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID THE REINFORCING AND EMBEDDED ITEMS HAVE BEEN OBTAINED G.DESIGN SLUMP. UNLESS NOTED OTIiSR E. SHALL ANTICIPATE THE USE OF THOSE SPECIFIC DETAILS SHOWN FORM THE ARCHITECT.OR HIS DESIGNATED REPRESENTATIVE. SUBMITTAL ON THE DRAWINGS.THE CONTRACTOR SHALL RETAIN A H.REQUIRED AVERAGE STRENGTH OUAUFICATION R-9. WHERE CONTINUOUS BARS ARE CALLED FOR,THEY SHALL RUN REGISTERED STRUCTURAL ENGINEER TO BE RESPONSIBLE FOR C-0. ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CONTINUOUSLY AROUND CORNERS AND BE LAPPED AT NECESSARY CNAMFERED3:'UNLESS SHOWN OTHERWISE ON ARCHITECTURAL DATA PER AC130131A AND 3.8.2 SUBMIT SEPARATE SPLICES.OR HOOIKEDATOISCONTTNUOUS ENDS.LAP LENGTHS THE DESIGNOFANVALTERMTEDETMLSWHICHHEPROPMES. DRAWINGS. QUALIFICATION DATA FOR EACH PRODUCTION FACILITY SHALL BE AS GIVENIN THE SPLICE AND DEVELOPMENTTABLE UP GT. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT WHICH WILL SUPPLY CONCRETE TO THE PROJECT. BEAM TOP BARS AT MID-SPAN AND BEAM BOTTOM BMS AT REASONABLYIMPLIEDTOBESIMILARTOTATSHOWNAT GB. CONCRETE MUST REACH THE FOLLIOWNG PERCENTAGES OF ITS S-2. SUBMIT SHOP DRAWINGS FOR FABRICATION,BENDINGAND SUPPORTS.UNLESS OTHERWISE NOTED. CORRESPONDING PUCE S.SHALL BE INCLUDED IN THE 2B-0AYS COMPRESSIVE STRENGTH(M)BEFORE FORMS OR SHORES PLACEMENT OF CONCRETE REINFORCEMENT.COMPLY WITH CONTRACTORS YORK MAYBE REMOVED: ACI DETAILING MANUAL(SP BS).PROVIDE.'SCALE R-10.PROVIDE ADDITIONAL REINFORCING AT THE SIDES AND CORNERS OTaR PLPIR FOOTINGS................................20% OF ALL OPENINGS IN CONCRETE IN ACCORDANCE WITH THE I mJmAn 25tic G4. THE CONTRACTMSHALLBECOMPLETELYRESPONSIBLEFORTHE WALLS AND PIER SIDES._.. 10% ELEVATIONS OF ALL WALLS WITH REINFORCING SHOWN. TYPICAL DETAILS.MINIMUM ADDITIONAL REINFORCING SHALL BE AS SAFETY OF ADJACENT STRUCTURES,PROPERTY,HIS WORKMEN, G10.-REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. LEGEND. (24/5 TROP AND BOTTOM IN SLABS —RY —D"ORF AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION OF THIS q`Oq PVAt qA PROJECT. WHERE FINISH IS NOT SPECIFIED,CONFORM TO REQUIREMENTS OF MT pygX tpy pq uy{w,tlgljODIPpESS ACI 381-*SPECIFICATIONS FOR STRUCTURAL CONCRETE FORBOR.=BORON (2)-IS EACH FACE IN WALLS we1R.vG cvlrszmcRv r%IaMRn. ALL BUILDINGS.' OURIGiDN.s9D USE A W 2dnuG1 G9 AND SL SECF ICATIONCREQUIRED AREULLY,VISIT THE SITE AND FULLYNE THE &O.S •BORdA Oi STFII P INFORM THEMSELVES AS TO ALL EXISTING CONDITIONS (2).AS%4'V LONG DIAGONALLY EACH CORNER OF OPENING 'ID g NR DK ouBPMES IK AND BFL=USE PLATE oXIRXnIA:DUB uxMiv AtmNPlhu C-11,THE PLACEMENT OF SLEEVES,OUTLET BOXES,BOX-OUTS,ANCHORS, B=OHAETBI RFLUATDm uA NDuxSlxtm[nwOmNs LIMITATIONS,PRIOR TO AGREEING TO PERFORM THE WORK ETC..FOR THE MECWWICAL ELECTRICAL AND PLUMBING TRADES 15 FU05T z E G9TNG EXTEND BARS A MINIMUM OF-BEYOND OPENING.HOOK WHERE rs SPTbRDuyY ALb m. FAILURETOWSITTHESIMANDFAMILUIRIZETNEMSELVESWITH THE RESPONSIBILITY OF THE TRADE INVOLVED.HOWEVER,ANY EL=ELEVATION EXTENSION IS NOT POSSIBLE THE EXISTING CONDITIONSAND LIMITATIONSWLL IN NOWAY BOX-0UTS NOT COVERED BY TYPICALDETAIIS IN THE STRUCTURAL F.O.+FLOOR DUN RELIEVE THE CONTRACTOR FROM FURNSHWG ANY MATERIALS DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. FT—_m OR PERFORMING ANY WORK IN ACCORDANCE WITH DRAWINGS I -KIPS PER SQUARE PICH - NEW FOUNDATION FOR AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO THE OWNER O12.ATSANCUTTINGOFEXISTINGCONCRETE,EXCLUDINGSLABSON LW•LONG WAY PRE-ENGINEERED GRAOE.NOOVERCUTAT CORNERS IS ALLOWED.ALL CORNERS MRN,P G-MEXISTINGCONDITIONS SHOWN IN THESE DOCUMENTS WERE SHALL HAVE A CORE HOLE OF SUFFICIENTDWAETERMAD )RSM TO OL,ON,MUM METAL BUILDING TAKEN FROM THE EXISTING DRAWINGS ANDLIMITED FIELD CUTTING AT ADJACENT SIDES TO PREVENT CUT BEYOND THE O.D.=OUTSIOE DIAMETER SURVEY.ANYOEVIATION FROMTHESEDRAWINGSSHALLBE REOUIRED DIMENSION. p0-POLNp9PERSDJAREFOOT DOCUMENTEDAND SUBMITTED TO ARCHITECT AND STRUCTURAL pAi=PWNpS PER SOIMRE 0fN ENGINEER FOR REVIEW,STRUCTURAL CONSIDERATION AND SIM.,SAIAR POSSIBLE REDESIGN,AND REINFORCING AS REQUIRED. S.W. SNDRT WAY T.DS=TOP OF STEEL STRUCTURAL M..=�(ODCURSAT ALL LOUTXNSWEtE THE GENERAL NOTES TIPKAL SYMBOL ON CETAI APPEARS) CND=UMEMNGTITIMERWISEISEi:IYP.AIM EICEPT WHERE THE SYMBQ OR MAL SHOWS A MPIPMENT CONDITION) V.LF.=VERIFY IN FIELD WI=WITH WWF=WELDMNREFASRIC sol FALCON AIR HANGAR(2) FOOTING AND PIER SCHEDULE: 492 SUTTON STREET PIER FoonNc LAWRENCE,MA NARK SIZE REINFF R M NORQONTOL nE5 PUN SIZF 8 DEPTH REINFORCEMENT NICNOR BOLTS F-1 1t.17 (4)15 N®1x C Sd.Sdalt 0)IS E.W.1. (1}%'0.1r LONG IT O.C.®ANCHOR BOLTS) bJp)NE%NFAD f-x 1r.11r (e)FE a®tx o.c rd.sd.,z (Bt a EW.Borr. (4),YWV LONG fT O.C.®ANCHOR BOLTs) "I HEX HEAD N (41"NII LONG ANUM FJ Mos NB (3.0.C.0 ANCHOR BOLTS) Td.TSa17 CO/S EW.BOTT. A-W HU HEAD CONNOLLY BROTHERS,INC. 152 CONANT ST. BEVERLY,MA Q Q TTd 2Sd Sd Y2. 1FJ I STEP FOOTDKi I B.O.F.EL•121'0 DOWN FJ H n f.x r-T--, r-T ' F-1 _ ------------ I nme, nrw.mm __ __________ _ ______ _ _128'.-1)Tj'.� A.1 I 1 DROP T.O.W. y._ _11 Y I'I 5U TYP. El•txrd m it A 111 TYP. sT.x 1 , ------------ --------------------- T.O.- _______—___— —___—_—T.O.W.EL•,xTd --- I;1 STEP FOOnNG DOM F x^01CD � I it /'B.O.F.EI.•,xTd I I 1 11/ (TYP.V.NO) I I 1 it CJ 6-1 PROJECT NO: 099-09 C III ]1� I II 1 DRAWN BY. ow-S-1 it 1 II I I CHECKED BY: KFD FINISH SIRS EL=VARIES I I 4 SUBMITTALS !#ixT-S a SEE SPOT EL B.e..1xTS) 1 L^ 1 7xS-,K•a I I III DROP T.O.W.EL=IxB'd I I .I C.J. III s D m/xe/DI Swm ron FEm.r 1.1 III 51.x ST.x I 1 MB DDCDupi B ME CAFATIxI,O[SKM, � III TYP. TVP. I I w.rBculm.aNc ar l i l I I rt.+nlDmx v.wnce.wssDEu�wc. l T.O.W.EL•1ZTS w wl O.W.El.--i xB'S j j uB CnrtN Dr6[xT 5 snidcTEr—1.t I.i N.O.) 1 awuo.uax uxo Dsiwtrn[nwwl , ___—_— _— __ _—_ ___ 7Y'MGH CONC_STFP - DNry uwutr xiMNeiO) 1 I rB� (T HAIR FIN_ __ _ A[GXATM-1 DIDxTM,M NNCfIDNS b ' (ry.OF IIS` / di0F T.0.W.EL•fZlS�l 25PEO Mir wipMD. F -----------J\\.Q - ----- _ _____ K_ y NEW FOUNDATION FOR F 1 F-Z L-y_ -_--_-- --__1_ _r--------------t PRE-ENGINEERED L ____________ N I I FJ L r F3 F 1 METAL BUILDING B58 FOUNDATION PLAN AND SCHEDULES FOUNDATION PIAN 1 .m,ami xxcw•,o 51.1 S1.1 FALCON AIR HANGAR(2) MEru SONG - L7> ANGLE@SUB EDGE W)R" 492 SUTTON STREET (sEEwowcsJ Y,,00 STRAP ANCHORS @2M'o.c.M71 492 MA I RN.SIASEL=VARIES M!"EFTN OF SLAB THICKNESS(TYP.) METAL 9101N0 I COLUMN ISEE VP OWQ9.) T.O.W.EL=12V V (SEE W DWGB.1 !SEE FLAN) GRADE EL•VARIES �r SUB ON GRADE """TION(SEEMxM.W4D•W4.0 WWF PLACED@ T.O.W.EL=12TS (SEE CIVIL DINGS.) SPECS,BYOiHERS) MR PTH OF SLAB THICKNESS(TYP.) FS HAIRPIN SEEPLAN(TYROFA) _ FM.SLAB EL. VARIES ON GRADE _ r COMPACTED GRAVEL -+� (SEE PUN) M° �S•SIAB (1)06.LENGTH OF _ I IS FIN.SUB EL=VARIES DOOR OPENING COMPACTED BACIRILL (SEE PLAN) _ r COMPACTED GRAVEL _ ALL CONT.WALL AND ALL COMPACTED MATERIALS SMALL G AS@4r VERT.® - II• FOOTING BEYOND LABORACONTRTORY COMPANY. TESTING MID-0EPTHOF wAu - COMPACTED BAWILL - CONNOLLY - MB@4r VERT.@ f INSULATION(SEE BROTHERS,INC. AALLL"LCOMPACTEDMATERiNSSHALLBE PIER ANO FOOTVIG MId)EPTH OF WALL CONNOILY WAIS) CONTROLLED BY LICENSED TESTING SEE PUN(rYP.I LABORATORY COMPANY. 152 CONANT ST. �F�'@coNr.trxzr Frc. BEVERLY,MA TOP S GOTT.OF WNL .. 12NLs z CONT.@ (3)-/5[CONT. Y TOP6BOTT.OFwALL- CoNT.trx2A•RG. B.O.F..OEL (SEE PIAN) lUTNATURAL,UNORILED A M B.O.F.FL=(SEE PIAN) • f BEARING SOIL i II (S)-MSx COM. B.O.F.EL a(SEE PLCO) BAMW N201STURBED 1 MT I' �BEARINGSOIL a,i NOTE: REFER TO DETAIL 11312 FORADOMONN INFORMATION TYP.WALL SECTION 1 TYP.WALL PIER SECTION 2 TYP.WALL SECTION®DOORS 3, eeNc�.la Si. ev+e,,.ta S1. eule.i la 51. T6YfE'CORNER BARSTDHORIZONTAL ATOI REINFORCEMENT _.DEPTN9 SAWgR)(•s WIDE FDUOAiION 2 PROJECT NO: 099-09 SUBTHICKNES3 °AvAi TOOLED JOINT WALL(SEE PLNJ) j� DRAWN BY: DWS • S gEItFUpyFl.1EN .Y CHECKED BY: !(FD r. X .(SEs SUBMITTALS x x 'z' LYz•I. WNL RFJNF. ,3i yM NOTE. 1.SPACE JOINTS 0 WD O.C.AWL OR)S THE LENGTHOFTHEWALLWHICHEVERISSMAILER w/Te/of sw[or 1xi5 00[WftA 6 M[wu RSGN TIP.WALL CORNER REINF.DETAIL 4 TYP.SLAB CONTROL JOINT5 TYP.SLAB CONSTRUCTION JOINT �B, TYP.FOUNDATION WALL CONTROL JOINT DETAIL �7, MSF,"a°« ": >�`N�. rAM.,Vr.,a S1. scNe xn 51. er,.a:"'° 51.2 ewcr re S1. a �FFa�enexFFLss AttKmei.rm use W mrnxunrt cs roF nic"7 _ o�rmunNc>FFN uxruuvsZromnD. ' EDT ruxcmFs rs m[ocvi�Dr�uoxin. NEW FOUNDATION FOR § PRE-ENGINEERED 1 METAL BUILDING .J 1 BOTTOM RECF.N - 2 FOOPNGExTENDED To STEP)N TOP FOUNDATION DETAILS BORON REINF.BEM I.P. 14 MIN' SLOPE BOTTOM 4, AND EXTENDED 1T(RAN.) FOOTING OI1V:2H, IMO NKiHER FOOLING STEP TOP OF FOOTMG TVP.STEP FOOTING DETAIL 8 [� .2 °fJtEA' S1. J Date.....g...,.1 . .. y � t NORTk 1 3?°.�;�`` :•;."a,� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING �,SSACMUS� 3 This certifies that . — -t-•-' — :�-- -�^ - 2— has permission to perform,,;` �': �-r,�.% �....� ........... .. ..... wiring in the building of.....yj.. ... ... �-�v.......................... ............... 1 at 4�7.�A...........�'tea.... ......................... . ........ .North Andover,Mass. Fee/ Lic.No,/) �� / ELECTRI . .. ........ C PE Check # ! 89U '� i -Commonwealth of Massachusetts Official Use Only Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/991 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK ' All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: f/_ p City or Town of: AloltM I51/y,9Lj4V2 _ To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) l fl6 19&t77V /?,*j&W &_(.�/atc�/tpi��/Z G40,/1,0c10 Owner or Tenant M,—&& ,4!' LCC Telephone No. Owner's Address /?,G_ ZeM ffs- M,(4 tVOet_1ili! .V Is this permit in conjunct with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building fes? 1�i�1�6/P/L Utility Authorization No. Existing Service_ Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service o1W Amps /2o /AOS-Volts Overhead❑ UndgrdRr No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: ,Ax7 j�/Lt04 721- He-0 �v2 /t lru� ��.�v I✓2 f��'x,sT ,cT�r TW .007-�c. Com letion of the ollowin table maybe xrrrved b the Ins ector o if'tres. No.of Total No.'of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA Above In- o.o Emergency Lighting No.of Lighting Fixtures Swimming Pool rnd. ❑ rud. ❑ Batte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Detection an No.of Switches No.of Gas Burners InitiatingDevices No.of Air Cond. Total No.of Ranges Tons No.of Alerting Devices Heat Pump Number Tons KW No.of Self-Contained No.of Waste Disposers Totals: Detection/Alertin Devices Ito.of Dishwashers Space/Area Heating KW Local ❑ Municipal E] Other Connection Heating Appliances KW Security Systems: No.of Dryers No.of Devices or Equivalent No.o atero.of o.o Data Wiring: Heaters KW Sirs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring:No.of Devices or Equivalent [OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of ame to the permit issuing office. v CHECK ONE'. INSURANCE Ar BOM) [IOTHER El (Specify (Expiration Date) Estimated Value of lectrical Work: (When required by municipal policy.) Work to Start: 07 6 Inspectioia to be requested in accordance with MEC Rule 10,and upon completion. 1 certify,under t e pains and penalties of perjury,that the information on this application is true and complete. 1;RM NAME: u12 5712 �/�/fir/w� L%'eT ,QC_ LIC.NO.: Iy?/711 ' Licensee: lutKLa _Sigsatur v LIC.NO.: 1 lql,0; Ufapplicable, er "exem t"in the license numberlipe.) Bus.Tel.No.'. ` 7&"�f'� Address: •G• '6C/GS U!t !9 CJC�_ Alt.Tel.No.:_— — OWNER' SURA CE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,l tiiereby waive this requirement. I am the(check one)❑owner ❑ owner's agent. Owner/Agent PERMIT FEE. $ P °a� Signature Telephone No. Receipt 0 1 a (wf�� Date. : ........ t NORTH 1 ?O•_tr��D��•_`s�Opt TOWN OF NORTH ANDOVER p PERMIT FOR WIRING y��ss�cNusf� T,iis certifies that ��—� has permission to perform wiring in the building of r— -- .. ..`fir.... ,No=Andover,Mass. _.................. = !Z3 M P� ✓l�C�4G Fee/.................. LIc.No. ............. .................................... ........ ............... ELEcrRicAL I E Check # 9266 r 00 �n/ C'ommonwea&o/Vaijac"16 Official Use Only cc��rr�� Permit No. ��3 aUePakment o/,tcc77 ire S rvice-4 -- __ Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leaveblank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: J— / ]' I O City or Town of: 1V. A ey cr To the Inspector of Wires: _ • By this application the undersigned gives notice of his or her intention to perform the electrical work_ described Below, Location(Street&Number) Ly%-- aroc-t A;r, Por UL W%ig--R4 t4--R-i-WA Owner or Tenant C"�E m Lv 1—LG Telephone No. Owner's Address Pb &X Q Q S %tq 2 S-k- S+ V e r Is this permit in conjunction with a building permit? Yes ® No ❑ (Check Appropriate Box) Purpose of Building 6ata6c r Utility Authorization No. -7o4345(c Existing Service / Amps IZ.D/ Zo$Volts Overhead❑ Undgrd® No.of Meters l New Service Amps / Volts Overhead❑ U_ndgrd ❑ No.of Meters Number of Feeders and Ampacity •'ti Location and Nature of Proposed Electrical Work: N Completion of thefollowing table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of CeilSusp.(Paddle)Fans No.of Total : Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires p Swimming Pool Above ❑ In- ❑ No.of Emergency Lighting Z rnd. rnd. BatteryUnits No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS I No.of Zones No.of Switches No.of Gas Burners 1 No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons No.of Waste Disposers Heat Pump Number TonsKNo.of Self-Contained Totals: WDetection/Alertin Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ElOther Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Z, Total HP /Z Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE )4 BOND ❑ OTHER ❑ (Specify:) I certify, under thepains andrpennal�tirs ofper*ry,that the information on this application is true and complete. FIRM NAME: .` �Y'v t t LIC.NO.: l Z 3 1� Licensee: LAWye-t-ct. Qic..L Signature LAc�f2 LIC.NO.: (If applicableter 11xempt"in the nse numb r line. Bus.Tel.No.:"S-9 Zli-3 ted n3 Address: g,o 'x Ize, �4rH 1415 N R o3fi4y Alt.Tel. 918 ep59'7 *Per M.G.L.c. 147,s. 57-6J,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent Signature Telephone No. PERMIT FEE: $��Q. t �2, . f ti The Commonwealth of Massachusetts Department of Industrial Accidents y Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): 4` 1 Address: •D Aox 1Z(. City/State/Zip: a3'AgL/ Phone #: 4:43 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ['New construction employees (full and/or part-time).* have hired the sub-contractors 2.ISI am a sole proprietor or partner- listed on the attached sheet. I 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certinder the pain nd p lties of perjury that the information provided above is true and correct. V -1 Signature: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Date..... ..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING CHUS This certifies that .........ha....c..........9...... ..../.- • has permission to perform .......5.11S.Z-67el........ wiring in the building of....60......A�v"Aldeeqv............................... . ................ .North Andover,Mass. Fee.... . Lic.No...... c ......... ............. .. .... ELECTRICALcAL INSPECTOR Check # 77f'COMIIOItiryi'F.f1LTHOF�YIf4SSACIYUSL—M Office Use only DEPARTYMENTOFPUBLICS4MY LPeit No. SBOARDOFFIREPREVL-MONREGUTATIONSS27CV1R12Epancy&Fees Checked APPUCA77ON FOR PERMIT TO PERFORM ELECTRICAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 _ (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspector of Wire: The undersigned applies for a permit to perform the electrical work described below. Location(Street&Number) 1 ''�� , � O t ,> fh .tA Rf, Owner or Tenant p Owner's Address Is this permit in conjunction with a building permit: g r Yes No (Check Appropriate Box) Purpose of Building V i p��-�, fl Pi 1-1 k X►, leV � Utility Authorization No. Existing Service Amps / _Volts Overhead Underground Q No.of Meters New Service Amps / Volts Overhead Underground No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work T1s'j'C,1. k. 1=,,y2 C No.of Lighting Outlets No.of Hot Tubs No.of Transformers Total No.of Lighting Fixtures Swimming Pool Above BelKVA ow Generators KVA Fground round No.of Receptacle Outlets No.of Oil Burners. No.of Emergency Lighting Battery Units 1 No.of Switch Outlets , _ No.of Gas Burners A No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones 2. Tons n No.of Disposals No.of Heat Total Total No.of Detection and �C Pumps Tons KW Wtiating Devices f No.of Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Defection/Sounding Devices No.of Dryers Heating Devices KW Local Municipal Other No.of Wafer HeatersKW No.of No.of Connections Signs Bailasis No. Hydro Massage Tubs No.of MotorsTotal HP OTHER hlstrmreCo�eage AastaYilotheraglmar>t�cdt�llsGaraalLaws �Ihmeaa>rraRLmhldyharmmPchCym U[&gCM4*t COMZWcr dsskswFdialegmalat YES (2r NO Ihavembm�dvafidprodofsanretothe0Tm YES [D NO (2r Wymhnechedwd YES,plr=nkatdr4pecfcmeagebyd=kngthe INSURANCE r7l BOND OTHER (Pf�eSpe�ify) Expir�rni7ete Esmr*d ValuecfP3edriml Work$ WO&IDStart 7- �5— h pe�ID*Ritgt Rao �~ 01/1 Felal signed underlie Pia - �_ (�. ��a 1IRMNAME I y-a LMMNTa I Z 1 �6 C, Iicv j \ J s f4d:� f•. , 0&1-4) e G S Sigm-aw Li=WNo Address. I 1 ST L h w� AltTel.Na c,C1 7d 3; WSO OWNER'S INSLRANCEWAIVI! •lam mv=tbattheLkmsedumuctha�etheirmra<neao�ea�rz4ssuf a ategtavalatasM#WbyNiamdxusmCiaremiLam art.fhtmysigrA*naltzpemutappb=Mt vmvestIMraltmenaI (Please check one) Owner � Agent 'T'elephone No. PERMIT FEE$ a � �- i� � � �� a