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Building Permit #340 - 351 WILLOW STREET 10/30/2006
TOWN OF NORTH ANDOVER pORTM APPLICATION FOR PLAN EXAMINATION of .�.o ,�'�$•0 Permit NO: J Date Received D' `0 Date Issued: SACMUSE��g IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER !J�; p� Print MAP NO.: PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building ❑ One family Addition ❑Two or more family $Jndustrial E. Alteration No. of units: C Repair, replacement ❑ Assessory Bldg ❑Commercial Demolition Moving(relocation) ❑Other ❑ Others: i Foundation only D CRIPTION OF WORKTO BE PREFORMED V lotvac r i is Y eJ j)%,PCtra1'Y -f&)Wfg°S$# �*Typ_ or Pri t Clearly) OWNER: Name:_T 16y Phone Address: 351 DW ��6tJl'��l �1CY p V�� b STS' Jo CONTRACTOR Name: 0fS V . Phon • d -"i (� Address: 7L;.�'k 3V 6o k Y V c a SS ( ` hA L' �f- �� &;?Z-�Y-! I Supervisor's Construction License: . ),�yy�5�-;�'S �C- ,"Ct �l Exp. Date: ,/ 1.2—CO - Home Improvement License: c7 e Vlt Exp. Date: Z2-CX,2 ARCHITECT/ENGINEER 6h- ; l Vk Name: Phone: LlCZE .Address: 5t S(Ak \)l'X0 , gtAlf�g No. PI 5� FEE SCHEDULE:BULDING PER IT.•,511.00 PER 51000.00 OF THE TOT4L ESTIMATED COST BASED ON$115.00 PER S.F. Total Project Cost :$ © 2 v FEE:$ ZA5�- Check No.: �jy Receipt No.: TYPE OF SEWERAGE DISPOSAL Tanning/Massage/Body Art F] Swimming Pools C Public Sewer Well Tobacco Sales L7J Food Packaging/Sales Permanent Dumpster on Site IJ Private(septic tank,etc. _! Electric Meter location to project NOTE: Persons contracting wills unregistered contractors do not have access to the guars jun Signature of Agefl QQ�w n�i .. J j Sigflatu're of Wntrlaota�- Plans Submitted Plans Waived ❑ CertittedPlot Pl n� .�❑ Sta ped lans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ... AA COMMENTS ATE REJECTED DATE APPROVED CONSERVATIONS COMMI"N'1tStf ��3�,, ' `z <, 3.:.''iV�td<S �� tki•�� _.;,,,,� 'l� � •� tl �' / (�.+,. $!� lea!��'t� a ±�• ..,f �!�•, C�� 'A,f f �f /•t N+"s 1 s i'a� if a /1 €'TSS Y. # ,� �_ �.1, r- • t J. fiti Al:r. s,s.l��s ,HEALTH ❑ ' '- ' �,.� � /� �f7� t •j: ! w. ar,' pet � � • t � _ �') f 'ti / f" _��,J- 1 • , ,+� ': ,r► 7' +..f - .�F. GtJat t let'tf /� FIRE DEPARTMENT - Temp Dumpster on site yes no Fire Department signature/date � COMMENTS Zoning Board of Appeals: Variance, Petition No: "Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection/Signature& Date Driveway Permit Building Setback ( Front Yard Side Yard Rear Yard Re uired Provided Required Provides Required Provided Dimension Number of Stories:. Total square feet of floor area, based on Exterior dimensions. _ Total land area, sq. fL _ 17 NOTES and DATA— For department use . r Page 3 of 4 Don:INSPECTIONAL SERVICES DEPARTMENT:BPFURM05 CI'aaled JNIC Jan-'006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks o/ Building Permit Application a Surveyed Plot Plan V Workers Comp Affidavit v Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ` w • L3 Building Permit Application o Certified Proposed Plot Plan a Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:I.NSPH TIONAL SERVICES DEPARTNIEN'r:UPFORA105 Paige 4 of 4 Location No. Date NORT►, TOWN OF NORTH ANDOVER * ; : Certificate of Occupancy $ s04�MuStt� Building/Frame Permit Fee $ _ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 19741 Building inspector NORTIy TONNM Of No. 340 LA = dover, Mass.,�0• dD • OG COCWCAHEwICK y1. ADRATED `S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System THIS CERTIFIES THAT..... A,, BUILDING INSPECTOR..... ...,, Jr � Foundation has permission to erect........................................ buildings on..WTr./..W.�l/�t. .......s..../.......�. .. � Rough to be occupied 8S.. Z.. L. ......... t.t.1. . ....... fvs&...C. .... ......�.�.14L....... / ney provided that the person accepting this permit shall in every respect conform o the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 45YA400M PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION R Rough MEW ............ ...........................:........................................... Service BUILDING INSPECTOR Final 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. Bumer Street No. SEE REVERSE SIDE Smoke Det. - - - r-----X-BRACE i X-BRACE. I OEF I X-BRAC E 00 cu MCW-1 CW—'I I CW-1 CW-1 4 rq i -- - - - -- i i X-BRAC E TB-1 TB-1 TB-1' TB-1 -- - - - - --- _ X-BRACE 0 -0 _I SIDE CABLE: 07 x 19 GALV. -'1 � � DIA. BREAKING STRENGTH: 6, 100 LBS -, X10 - 1 '8 / �� � PLAN VIEW — X—BRACE X —BRACE O � co -- c_ �`�' -------- - — - --- - -- --- ----- - -- — --- _ X -BRAC E L1T TB -1 TB -1 ll, TB --1 TB-1 _ � 0 _� � I j SIDE CABLE: 07 x 19 GALV. �q DIA. BREAKING STRENGTH: 6, 100 LBS - 1 7'8 ELEVATION VIEW ARCH ROOF- SECTION SWAGE--- / 3" SWAGE UPRIGHT COLUMN BOLT SECTION MINIMUM GRADE 5 UPR ECT IOOLUMN A-325 BOLT i BASE RAIL SECTION TRUSS PIECE- LAYOUT H&H Marine page 1 of 13 Rigid frames: Forces, Moments, and Displacements by Julio C. Banks, P.E. for BigTop Manufacturing Consultant Analyze a frame with arched roof. Consider wind load (drag & lift, simultaneously), dead load (weigh of structural members and weigh of fabric), live load (snow per BOCA 96 Building Code), thermal load, Structural integrity must be checked for: (a)the columns stability-buckling, (b)the arch stability--buckling, and (c)Combined stresses due to compression and bending, simultaneously. Wind speed: T=7 110mp Design Snow Load: pg.=Ops Factor of Safety: FS:= 1.3 (Cover on) Dimensions of Arched roof: 42W x 40L x 18H Hwall:= 11.323•ft Npurlins ='8 Width: S:= 42•,ft Length: L:= 40•fft Height: H.- 18-ft Assume all the loads due to fabric, wind load on fabric, and snow load on fabric acting in segment between arches is supported by one arch(i.e., half the load on either side of internal arches). L=AL•NL therefore Where NL = number of unsupported sections and Na = number of arches supporting the roof space between arches Number of longitudinal segments: N := L 0L: 10-ft p L DL h) Total number of Arches: Na:= NL+ 1 Number of columns: Ne:= 2-Na AA Na=5 Ne= 10 J Number of Layers per column: M:= 1 Geometry Definition: Calculate the arch length, b Height of curvature: h:= H-Hwall �- h S2 S r:= - + — (D := 2-asin — a :_ —2 B:= r \� 2 8•h 2 r \ T=36.36 ft (D =70.55 deg a =35.28 deg B =44.78 ft Calculate the total area of the curved roof: AB:= B•L AB = 1791 ft' Calculate the total planform area, Ap := FCF•S-L (i.e., disregard curvature of roof) of the curved roof (for calculation of lift due to wind): 2 Ap= 1680ft2 Frontal Area*: AF:= FCF 6S 3-(S� + 4 + S•H�a11 AF =666 ft Lateral Area*: AL:= FCF-(H•L) -2-AL-L, AL=620 ft *Set Cover factor, FCF, to 0.1 for cover-off, else to 1.0: FCF = 1.0 HHM 42x40x18 Wind.mcd 02/23/02 Cover-on Wind Speed 110 MPH H&HMarine page2of13 I Use2.375"ODby0.095"wallthickness-- 13-gaugetubeformainm embers(elementa), and for webbing use 2.375"0Dby0.095"wallthickness-- 13-gaugetubes(elementb). i MaterialProperties: Mainmember(elementa),andWebbing(elementb) 6 lbf 6 lbf 3 lbf minimumYieldStrenth E:= 30.10 •-2 G:= 11.5-10 • . 2 Sy := 50.10 2 ( 9 ) in in in Sectionpropertiesofthe structuralmembers OutsideDiameter Wallthickness (OD, ODb) :_ (2.375 2.375 ).in (ta tb) :_ (0.095 0.095 ).in Insidediameter (ID, IDb) :_ JODa- 2•ta) (ODb- 2•tb)] (IDa IDb) _ (2.185 2.185)in MeanDiameter __ OD,+iDa) C ODb+ lDb)] MDa MDb 2 2 ) (MD,, MDb = (2.280 2.280)in Areamomentofinertia MD 3 MD 3 (Ia Ib) := n.[(MD al -ta 2 b) •tb (Ia Ib) _ (0.4422 0.4422)in Cross-sectionalarea (Aa Ab) := 4 L\ODa2 - IDa2 {ODb2- IDb ] (Aa Ab� _ (0.6805 0.6805)int Weighperfoot (pa Pb) :_ (2.31545 2.31545 ).Ibf ft Webspacing,a: a= 18-in Lengthofweb,b: b = 18-in Calculatethecomposite(twomainmemberwebbedcolumn)momentofinertia,l,viatheparallelaxis theorem: IL:= M•(la+Aa y 12. Where y I - I •b (thespacingofthemainmembers) IF•= Npurlins'(2-Na)-(M.Ia) IL= 55.6m' IF = 35.371 v:= (IL IF) Imin min(v) Imax max(v) Columns'CrossSectionalArea: A:= 2-M•Aa A= 1.3609in2 Radiusofgyration Therad iusofgyration,k,isthedistanceatwhichtheentireareacanbeassu medtoex ist.kis m easuredfromtheaxisaboutwhichthemomentofinertiaistaken HHM42x40xl8Wind.mcd 02/23/02 Cover-onWindSpeed 110MPH I H&HMarine page3ofl 3 Minimum RadiusofGVration,k: max kmin JL_An kmin = 5.098 in kmax l A max = 6.389 in SectionModulus,Z: Zmin:= lmin Zmin= 6.938 in Zmax:= lmax Zmax = 8.696 in kmin kmax Moduliofelasticitv,E,withoutReduction: (El E2 E3) :_ (30 30 30)•106•lbf m 2 DEADWEIGHTLOAD: Calculatetheloadcont ributionoftheDeadWeight(Fabric,andStructuraltubin g),and Iiveweight (snowload). Calculatetheloadonthearchduetotheweightofthefabricby IumpingtheweightofonepaneI offabric andapplyingittoonearch PF:= 0.2.lbf (weightofthefabric) ft2 Calculatethetotal weighofthefabric fF:= PFAB where AB= 1.791 x 103 ft2 fF = 358.2 lbf (totalweightofthefabric) thusforonelon itudinalse ment, W - 4L fp fp 9 9 F - L�fF = N WF:= N WF = 89.55 lbf N, L Calculatetheweight onaper1/2-arch-basis Npurlins= 8 Na= 5 Lcol H— h Lcol = 11.323 ft Mernbera: pa= 2.315 lbf La Npurlins,L +Na(B + Lft col} La=600.5 ft fTa Pa'La WTa N a WTa= 347.6 lbf Mernberb: recallthat... L Pb= 2.315 lbf Lb:= (L+B + Lcol) Lb= 96.10 ft ft fTb Pb-Lb WTb f b WTb= 55.628 lbf WT:= WTa + WTb L F1•:= Wl SNOWLOAD: pS = 0 lb2 FS B PS.� •OL) FS = 0lbf perpanel ft HHM42x40xl 8Wind.mcd 02/23/02 Cover-onWindSpeedl10MPH 1 H&HMarine page4of13 1f1r°INDLOAD: ANSI/ASCE7-98WINDLOADCALCULATION ImportancefactorperTable6-1: fl:= if(V> 100•mph,0.77,0.87) Ifl = 0.77 2 Velocitypressureexposurecoefficient: KZ=- 1.07 q,:= 0.00256•b2 h •KZ Cfl P � qZ= psfl ft Where V= 110 mph Pk:= qz psf = lbf Pk= 19.7 psf (Dynamicpressureduetowind) ft2 Windvelocitywillsubtractliftfromdeadload,andaddlateralram-load ingtothesideofthestructure 2•h 2-n•sin Coefficientoflift,CL Cord:= S Span:= L CL:= Cord) CL= 0.634 Cord 1 + 2• Span fL:= CL Ap p) fL= 15728 lbf (Totallift) PL:= t-L PL= 9.4psf 1.33 Ap f WL. L WL= 3932 lbf (Liftingloaddueto win dtoberesistedbyasinglearch). NL Thenetload,W,dueto Tubes, Fabric,Wind,andsnow is: FDL FT+ WF + FS W:= WI,+ WF + FS - WL W= -3439lbf perarch. FDL = 4931bf perarch. q:= W q = -76.8 lbf ofarch (Fabric,andStructuraiTubes) and snow, perfootofarch. B ft ShowthattheproposeddlniformCircuIarArchunder uniformradialpressurepand hingedends isstablebymakingcertainthatthe appliedloads islessthanthe criticalloadforstability 2 Thecriticslydiaiprassur,N',iS: lj:= E31L �rnl - i� p' = 6027 1bf r3 L�a� J ft P q =-0.013 <1.0 therefore thearchis stable 2a p Where B = 44.78 ft isthearclengthofarch WDL 2+DL (DeadLoadpercolumn) WDL= 246.4 Ibf HHM42x40xl8Wind.mcd 02/23/02 Cover-onWind Speed 11 OMPH H&HMarine page5of13 Determinetheelasticstabilityofthecolumns basedonthe Euler,andparaboiicequations for m axim uma Ilowableconcentricload. Forconcentricallyloadedstructuralsteelcolum ns,recom mendationsfromtheStructura(Stability ResearchCouncil(SSRC),andtheAm erican I nstituteof Steel Construct ion(A ISC)specifytheuseof theParabolic,andEulerequationswitharecommendedfactorofsafety,SF B.(reference3) LE:= 1.2•Lc LE= 6 ft (Eulerunsupportedlength) Now,findm axim umloadthecolum ncanresist: LE F�2E A A := n�:= 7c- A kmin A, A = 14.123 nc= 108.828 11 = 0.130 2 2 SFB:= if Il < 1,3 + g ri -8 II3, 12� 6cr:= if F1 < 1. I - �n Sy,l n� •E AC) SFB = 1.715 6 cr= 49.579 ksi 6 cr wDL 6a: SF B 6column A 6a= 28.908 ksi (Allowablestabilitystress) 6column = 0.181 ksi(Actual colu m nstress) 6column = 0.006 <1.0,thereforethecolumnisstable(i.e.,willnotbuckle) 6a LoadTypes Consider deadweight(fabric,structure,andsnow) thermalloads, and windload: AL= 620 ft2 Lateral areaofstructure--Ramarea,with CDL 0.8 AF = 666 ft2 Fro nta I areaofstructure--Ram area,with CDF 0.8 NL= 4 WDL CDLPk.AL WDL= 97471bf Totallateralwindloadduetod rag. fDL:= WDL fDL= 12181bf (percolumn) 2•NL therefore WDL:= fDL WDL _ 67.7 1bf ofheightofArch P:= fDL H ft HHM42x40xl8Wind.mcd 02/23/02 Cover-onWind Speed 110MPH H&HMarine page6of13 Givenparameters: Framedimensions(rseeFig.7.8a): Modu(liofelasticity(lreduced): (L1 L2 L3) := r0 ft H S \B�J `EI E 6 E3J = (30 30 30) lbs L 10 m (LI L2 L3) _ (0 18 39.396)ft Distributedloadonthehorizontalmember Tablet Momentofinertiaofeachframecomponent(RefertoTablelformomentofinertia calculations): (11 I2 13) := (Imax Imax Im,x) (11 12 13) = (55.6 55.6 55.6)in4 Coefficientsofthermalexpansion(perdegF): (Y1 Y2 Y3) :_ (6.5 6.5 6.5)•10 6-m in Temperaturechange(degF): AT:= 60 Table4: Reaction&DeflectionFormulasforin-PlaneLoadingofElasticFrames Calculationprocedure : AnexaminationofTable4showsthe requiredendorsupportconditions inCase1lwiththe loadingcases B, L,and Q: The frameconstants a reevaluated asfollows: 3 3 CHH: L1 + L1 - (LI - L2`3 + L12 L3 CHH= 2.015 x 10-3 m 3•E1-11 3•E2.12 E3.13 lbf 2 CHV:= L2-L3 (2•L] - I-2) + L1 L3 CHV= -6.617 x 10-3 in 2-E2-I2 2.E3-I3 Ibf CVH:= CHV CVH= -6.617 x 10-3 in lbf L1 2 CHM:= + L2 .(2•L1 - L2) + L1 L3 CHM= -1.4 x 10 1 2-EI.11 2.E2•I2 E3•I3 lbf CMH:= CHM CMH = -1.4 x 10 lbf 2 3 L2-L3 L3 in CVV E2'12 + 3 E3 I3 CVV= 0.05 Ibf 2 CVM:= L2-L3 + L3 -4 I CVM= 1.283 x 10 E2•I2 2•E3•I3 Ibf CMV:= CVM CMV= 1.283 x 10 4 1 lbf CMM:= L1 + L2 + L3 - 7 1 CMM= 4.132 x 10 E1•I1 E2•I2 E3•I3 lbf in HHM42x40xl8Wind.mcd 02/23/02 Cover-onWindSpeed11OMPH i H&HMarine page7oM Case5L: DistributedLoadontheRightVerticalMember wDL= 67.7 Ibf ft Loadingterms: wa wDL wb wa wa Wb r 23 LFHI := wa L23�4- L1 - 3•L2) + (wb - wa)• 12LE •(5-L1 - 4•L2� 24•E2•I2 0 E2 I2 L23•L3 L23 L3 LFVI := wa + �wb- wa)- L23 LFMI := wa + (wb- wa)• L23 6-E2•I2 24•E2-I2 6-E2-I2 24•E2•I2 LoadType: Uniformheat-up Case5gloadingconditionsgive LFH2:= -AT-Y3-L3 LFH2 = -0.1gin LFV2 D'I''(Y1•L1 - Y2-L2) LFV2 = -0.08in LFM2 := 0 LFM2 = 0 Loadingtermsduetofabric,andstructuraitubing,andSnow: q = -76.8 lbf ft LoadType:DeadWeightofFabric,andStructuralTubes,andsnow Aa:= q wb:= q LF := wa L2 L32 �2 LI - L2� + LI L33 + �wb- wa� L2-L32 •(2-LI - Q + LI L33 4-E2'12 6-E3 I3 12-E2-12 l 24 E3 I3 3 4 1 3 4 1 wa wb LFV3:= xv,- L3 + L3 + �wb- Wa�•[L2-L3 + L3 �2'F2.12 R'F3'13i 6-E2-1.1 30-F3.13/1 L2 L32 L33 I ( L2-L3 2 L33 1 LI+M3 := wa• + `��b— wa) + 2-E2.12 6.E3'-13) + l6•E2-I2 24•E3•I3) I LF 10.01 in LF 67.80 in LF H3 = V3 = - M3 = -0.16 i HHM42x40xl 8Wind.mcd 02/23/02 Cover-on Wind Speed 110MPH I H&HMarine page8of13 I CASEA: Uniformhorizontai windloadonfeithandside only Forthecombinedloading: LFH:= LFH1 + LFH2+ LFH3 LFH = 8.9 in LFV:= LF'Vl +LFV2+ LFV3 LFV= -65.2 in LFM:= LFM1 + LFM2 +LFM3 LFM= -0.2 Form ulasforhorizontalandverticaldeflections,reactionmoment,horizontalandverticalend reactionsandangularrotationattheleftedge: LFM MA SHA CHM'MA- LFH SVA CVM-MA - LFV CMM MA = -311861bf•ft SHA= -3.67 in SVA= 17.18 in Determinethereactionmoments&forcesattherightfootingofthestructurefrom staticequilibrium Let PH := wllL L2 and PV:= q'L3 �FH = 0 YFV =0 YMB = 0 FH - PH = 0 FV- PV = O (122 gL3 + 12 wDL12) - MA - MB = 0 FH PH FV:= PV MB:= 1 I .q.L3 2 1+ 1.wDL,1321) - MA FH = 12181bf FV= -3026 IV MB= 23079 lbf•ft CASES: Uniform horizontal windloadonrighthandside only Forthecombinedloading: LFH:= -LFH1 + LFH2 +LFH3 LFH= 10.75 in LFV.= -1,FV1 + LF V2 +LFVj LFV = -70.57 111 LFM:= -LFM1 + LFM2 + LFM3 LFM= -0.17 Formulasforhorizontalandverticaldeflections,reactionmoment,horizontalandvertical endreactionsandangularrotationattheleftedge: LFM MA2 6HA2 CHM-MA2 -LFH 6VA2 CVM-MA2 - LFV CMM MA2 = -334791bf ft 6HA2= -5.12 in 6VA2= 19.03 in HHM42x40xl8Wind.mcd 02/23/02 Cover-onWindSpeed 110MPH H&HMarine page9of13 Determinethereactionmoments&forcesattherightfootingofthestructurefrom staticequilibrium PH2= -PH (i.e.,CASEB,reversesthelateralwindload ONLY!) i YFH = 0 YFV= 0 �MB = 0 F'H - PH2 = 0 FV2 - PV= 01 L 2 1 22l 12.q. 3 + 12 W DL•li ) - MA2 - MB2= 0 FH2 PH2 FV2= PV MB2 (12 9.L32 + 12 WDL H2) - MA2 FH2= -1219lbf FV2 = -3026 IV MB2= 25371 lbf-ft MaximumBendingmoment(M A),anddispiace mentsatmids panofarch. Maxim umBendingMoment MaximumVerticalDisplacement Maxim umHorizontalDisplacement MA m,x:= Max(MA,MA2) aV_max:= Max(8VA,8VA2) 6H_max:= Max(8HA,8HA2) MA max= 33479lbf-ft 8V max= 19.03 in 8H max= 5.12 in MaximumBendingmoment(M B),andReactionsattherightfooting Maxim umBendingMoment MaximumHorizontalReaction MaximumVerticalReaction MB—max Max(MB,MB2) FH_max= Max(P'H7FH2) FV_max= Ma+'V,FV2) MB—max= 25371 lbf ft FH max= 1218 IV F'V max= 3026lbf Usethe maximum bendingmoment tocalculatethestructuresintegrityundercombined bending andtensilestress. Determ inethefactorofsafety,FS BendingStress AxialStress MMax MB—max FT FV max MMax FT 6Bending Zmax 6.1':= A 6Bending = 35 ksi 6.1'= 2.224 ksi Sy 6 := 6Bending + 6T FST:= — FST= 1.34 6 HHM42x40xl8Wind.mcd 02/23/02 Cover-onWindSpeed 110MPH H&HMarine page10of13 Load lnteractionFormulaforColumnsundercombined Compression&Bending-- Pages500-501 Acolumnbentby lateralforces ,orbycouplespresentsessentialiythesameproblemsasa beam under axialcompression. FS = 1.30 LE= 6 ft (Eulerlength-unsupportedlength) Sy CM:= 0.85 Sa:= fa:= GT fb= GBendin 6 lbf kminl2 FS r'e:= 149.10 —• int LE F,:= Sa Fb:= Fa LateralStresses r fa = 0.058 �L:= ifl fa >0.15,fa + Cmfb fa + fb Fa Fa Fa FI -T'') Fa Fb 21L= 0.968 <Ithe reforestructurewillwithstandthedesign load swith FS = 1.30 FrontalStresses SFB = 1.72 6a= 28.908ksi Fa:= 6a Fb 6a AF = 666 ft 2 Frontalareaofstructure--Ram area,with CDF= 0.8 Nc= 10 WDF CDL'Pk.AL WDF= 9747lbf Total lateralwindloadduetod rag. fDF:= DF fDF= 974.70 lbf (percolumn) N c therefore w fDF lbf DF:_ — wDF= 54.2— cfheightofArch H ft 1 H4 1 SDL:= 24•wDF-E I Mmax= .wDF'H2 + W6DL 1' F12 6DL= 0.386 in Mmax= 1 x 1031bf-ft 6T IWI fa:= 6T Mmax A 6B:= fb:= 6B zmin 6T= 2.527ks aB = 2.337ks HHM42x40xl 8Wind.mcd 02/23/02 Cover-onWind Speed 11 OMPH H&HMarine pagel 1 of13 fa fb = 0.087 kF:= if fa >0.15, fa + Cm fb fa + F F F f \ F F a a a ( al a b 1 1 F � Fb e �F = 0.168 <1 Structurewillnotbuckle wit hasafetyfactor SFg= 1.72 HHM42x40x18Wind.mcd 02/23/02 Cover-onWind Speed 11OMPH H&HMarine page12of13 SUMMARYOFRESULTSONAPERARCHBASIS Windspeed: V= 110mph SnowLoad: pS =O lbf FactorofSafety: SFg= 1.715 ft2 DEADLOAD: fDL= 1.218 x 10 3lbf LIVEL A V I WL _ _ lbf O D, ERT CAL: — _ 19661bf Max.Lift or _ — ( P 9.36 suction). 2 L 2 ) ft TOTALVERTICALLOAD: W 1'DL- WL [W - 1720lb Pull-u ifne ative Anchor = 2 Anchor —— P 9 ) LIVELOAD,LATERAL: fDL= 1218lbf Pk= 19.71bf(Dynamicwindpressure) ft2 LIVELOAD,FRONTAL: fDr = 9751bf LATE RALDESIGNCRITERIA: --_0 968 FRONTALDESIGNCRITERIA: X =0.168 a.L, 1.r<1.Otherefore,O.K. DesignSnowLoad: BOCA96definestheDesignSnowLoadastheproductoftheexposurefactor, Ce-0.9,the Importancefactor, I-0.8andthegroundsnowload P9=O-psf.Therefore PS = —Ce•I•P PS = Ops HHM42x40x18Wind.mcd 02/23/02 Cover-on Wind Speed 11 OMPH • j H&HMarine page13of13 i Defineafunctiontodeterminethemaximumabsolutevalueoftwogivenconstants, returnthemax. withabsolutevalue, Max(a,b) =if(lal > lbl,lal,lbl) i Units: ksi= 103 psi kip e 103 lbf Reference 1.Young,W.C.,"Roark'sForm ulasforStress&Strain",SixthEdition(1989--McGraw-H ill). Pages126-130 —Table4: Reaction&DeflectionFormulasforin-PlaneLoadingofElastic Frames 2. ANSI/ASCE7-98 ,"MINI MUMDESIGNLOADSFORBUILDINGSANDOTHERSTRUCTURES", PAGES 11-22. 3.Budynas,RichardG.,"AdvancedStrenghtandAppliedStressAnalysis",2ndEd.(1999--McGraw-Hill). Pp192through 198,and546through556. 4.BOCA96Buildin9 Code. HHM42x40x18Wind.mcd 02/23/02 Cover-on Wind Speed 110MPH j 4 26-0 —X-BRACE o..a ���,r• �a _ Y I I 26 'O�se.� MOI Ras SECTION Tp 4-3.�Ir•' 9-3A m m X-BRACE m{- 1 s�n c-- SECTION F-A n Ufli l Eli C0.UN1 --"i;V I'_ UPflI� c iam sECTIOH ufnlwx tArof,f SEETIRI '.p w 1-6� u of -Ifs ORT 10-0 A 510E CA&.E:UT x 19 OALV. _I I tR 39-0 '�(CIF.B6EAN[xC STflEHE M:6.100 E65 _ —�� s../ a—MIL—TIM VS 40-178 4 TRUSS DIMENSIONS 2 TRUSS PIECE LAYOUT 3 ELEVATION VIEW X-BRACE ?_4 EA. ALL- THREAD COVER TENSIONING ALONG SIDE -- - - —X-BRACE (INSIDE LOOKING OUT) 12 TYPICAL FOR LATERAL BRACING �A,RAR \ r,.•MK.�e.m '�- ^---\. -^• - X-BRACE M 10 N� CW-I C1Y-1 CW-1 C41'-1 / fir• � i < \"----'-'`^-�--�'-'-^---�^_-_•�=^—^---" - X-BRACE COVER TENSIONING FRAME END -- `C,�``�< (OUTSIDE LONG IN) X-BRACE ✓-�"" x TB-I TB-1 fB—)�- TB-t FABRIC 6 _1 G-O _I I SICE CAREE:Ui x 19 EILV. �I o1F.eaEuc nlE srnExorxl s,laE Eesl FABRIC E 40-17,R i 5 3 18" OVERHANG -19-0 P _ COVER CABLE LAN VIEW 92. AO,�Alg TENSIONING RATCHET O BASE. RAIL ATTACHMENT 1 1 �o' - - ISOMETRIC VIEW cw-1 % vy j % �! SH TEP, TRUSS i. FB-1 jam; TRUSSI \ j INSIDE CHORD 6" TURNBUCKLE (TRUSS) 2.375 x 130A. BAND OUTSIDE CHORD \\i i (GROUNDSLIDEI `•, ',, / SHELTER SPECIFICATIONS: 42x40x 18-1 1 SW \�J 2.375 x 130A. I INSIDE CHORD 2.375 x I30A. -----------------------_________ -----------------_ WIND LOAD: — 2.375 X 13GA- FRAME: 102MPH � --------------'ROUNOSL-tOE OUTSIDE CHORD 7" RECIEVING COVER ON: 1 1 OMPH (GROUNOSLIDEI NIPPLES SHELTER CABLE ©RACING CABLE BRACING SIDE VIEW ARCH SPACING' 10 FT. 9 7 8 13 DRAWN BY: RANDY ROUSE - -1 DATE- 2/14/02 3255 N. US 19. VIEW: OVERVIEW H M Q 1 � RA I N PERRY, FLORIDA 32347 REQUESTED BY: OBB COWARDS D PHONE: 850-584-7786 CHECKED BYf 4 ' x 4 01 1 O �° FAX: 850-584-7713 CAD FILE: ff&- 'II1e1rine.C1 T1 s{ `" Me1NLII 61 CTURING i i i i i 0 i W CP a O L1j 1,6 i r / 17 � A \ G JO \ \� i 2 6-0 -----_____ 701- ; • 26-0 - - 31 co j 1 1 m SECTION A—A co co co Qa I� (� ALL MEMBERS ARE 1 7a' x 13 GUAGE j\ {�-- - --- 3 g-0 ---- -- I' -- -- -- 4 2 ---0 --- - TRUSS DIRRRIRRS 2 � �l0e;2— GTe �✓Gl f BOARD OF BUILDING REGULATIONS i License: CONSTRUCTION SUPERVISOR Number: CS 072441 Birthdate::011 1:8/1966 M Expires: 01/18/2008 Tr.no: 20342 tl - RestF�cted 00. JAMES M DELAN'DY 39 AZARIAN RD SALEM, NH 03079 Commissioner 6X- n- \ �6rynrmonuieai aye./�aaaar�uaelta - \ Board of Building Regulatiobs and Standards HOME IMPROVEMENT CONTRACTOR Registration: 133918 lug .Expiration: 8/27/2007 Type: DBA JIM DELANDY CONSTRUCTION JAMES DELANDY 39 AZARIAN RD. SALEM, NH 03079 Deputy Administrator i - i 00=35,000 cf enclosed space (MGL C.112 S.60L) 1 A-Masonry only 1 G-1&2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. 01 DIG SAFE CALL CENTER: (888)344-7233 t _ - L i i (Gorp $ f to �\ yet.. e of Pu ,o 1 TM 1 i 1 COVER TENS I Ofd I ISG FRAME END OUTSIDE LOOKING IN ) y FABRIC F A B R I C - 1 B OVERHANG � - COVER CABLE TENSIONING RATCHET 10/25/2006 09:21 9786631713 BAKE N JOY PAGE 02/03 DATE(MMav"," titiverfthead. Q■ CERTIFICATE OF LIABILITY INSURANCE 10/23/2006 )7Z1-4214 FAX (631)727-7131 THISC ATE 15 ISSUED AMA ROFINFORMATION ICATE DOES NOT AME ONIr AND CONFERS NO RIGHTS UPON TME CERTIFICATE R.THIS GEM ce. Inc. pRTHE COVERAGE AFFORDED gY THE P01.IC1®ESBIE ENDLOWAvenue NY 11901 INSURERS AFFORDING COVERAGE MAIC 1 n Hart east App ylBer Sys erns IncIN$URERA: Utica Mutual Iesurance25976 eat Nontpok Highway INSURE R B' LindenhurSt, NY 117S7 i INSURER E - - C GES POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE MUREO NAMED ABOVE FOR THE POLICY PERIOD NVDICAMAY ISSUED ANDING ARECNIIREWNT�OR COtr WK)N OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH TMS CEJITIF KATE MAY BE ISSUED OR MA PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERUS.EXCLUSIONS ANO CONDITIONS OF SUCH (CIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NKCT ZXrWA=M LIMITS LMR TR HTE OF B45URANN POLICY NUMBER DATE MM m EACH OCCURRENCE S GENtlFAt YA>BILITY ----' COAMwERCNLGENERAL%IABIL(TY E ilrlAS41. S ------ CL A14 MADE Q OCCUR MED EXY(AAv om pmon) PEIL90NAL a ACV INrURY s GENERAL AGGREGATE S -~'- GEN'L AOORKGATr,L%07 AMUFS PER: PRODUCTS•COMP/OP AGG f 17 POLICY P LDC AUTOAOO"LIABILITY COMBINEDSWGLEUmn =. lE■tleeeet111 ANYAUTO -. -.....— ALL OWNED AUTOS BODILYRWRV 1 (Por p-01) SCHEDULED AUTOS - ...—... HIREDAUTOS AODKYMLIURY s . (PG modem) NON•OWNEOAUTOB _._ ..._—__............. PROPERTY DAMAGE s Iger■c60mI) p AUTD ONLY-EA ACCIDENT sANY AUTO DTNER THAN EAACC S .� AUTOONLY: AGG Sr EXCIMMMERELLA LIABILITY EACH OCCURRENCE s —_ OCCUR a CLAIMS MADE AGGREGATE s ..... S _ DEDUCTIBLE RETENTIONZ s NORKMCOPPOISAW.HAM 1994486 04/OS/2006 04/05/ZC07 X 1,WM,xr 6i _ I=rLOTERW LLABIUTV E.L.EACH ACCIDEM s 100. A wymOhh'"MPARTNEWExRWT�E OFFFFIICFRIMEM R EXCLUOEDT E.1,.DISEASE.EA EMKOV s 100 ON row SPCCIALL P o IgKW,owow E.L.dSEARE•POLICY LILMf S, Ste. R►TION OF OPFRAT10119 I LOC14MM6 t VWYCLIED I EXCLUSIONS AP Rp MY 04130029NIENT1 sPEcwt n1.Ovta10N5 CE TIFICATE HOLDER CANCELLATION 3HOU0 ANY OF TME ABOVE DESCRIBED POLIC ESBE CANCULCO KFORE THE f;RIRATION DATE THEREOF.*HE ISSUING INUIRIER MALL ENDEAVOR TO MAU. DAYS MRIITTEN IYRfTICE TO TILE CEOITtFIt:ATE HOLDER NAl1ED TO THE LEFT, Bake .N ]op Foods BUT FAILURE TO MML OUCH NOTICE MALL WPOOE NO ODLIGATIDN OR LIAMILITY 351 Willow Street - South OFAMYKWOUPC"WEMURER.ITSAGEMTSORREPRESFNTATIVES. North A1ldo"r, N A 0IMS-1713 AUTHpRIasD aEPRESEHTATIYE Nallock Luce RV-PAR A ORO 2512001108) OACORD CORPORATION 1983 X - BRACE 24 EA 0 I TYPICAL FOR LATERAL B r I c vv — I SHELTER TRUSS -------------------------------------------------------- ------------------------------------------------------ --------------------------- -------------------------------------------------------- --------------------------------------------- ------------ 77777 -Z-1111117777777/11111 -------------------------------------------- ---------------- ----------------------------------------------------------------- -------- --------------------------------------------------------------------------------------------------------- SHELTER CABLE BRACING TB - 1 6 " TURNBUCKLE BRACE BAND -------------- ------- ------------------------ -- -- R ---S -------I---D--E CABLE BRACING SIDE VIEW BASE RAIL ATTACHMENT X/i� ;'Xz,/zz ; ,,//oi ,, 05/ :::�� INSIDE CHORD ( TRUSS ) 28375 x 13GAa OUTSIDE CHORD ; ( GROUNDSLIDE ) 2 - J -75 x 1 3GA INSIDE CHORD 2 . 375 x 13GA 2 . 375 x 1 3 G A OUTSIDE CHORD- 7 " RECIEVING ( GROUNDSLIDE ) NIPPLES ALL - THREAD COVER TENSIONING ALONG SIDE ( INSIDE LOOKING OUT ) SHELTER E R C0VFR 1'2" X18 " THREADED ROD COVER WELD SEAM TENSIONING TUBE SOCK cil ---------------------------------- ------------------- ------------------ TENSIONING NUT ! COVER AND WASHER TENSIONING _ TI IBE qLT— TO BASE BEAM 1 0 660 BA-SFO O/V vtiD7 H Or PFXIST, ❑1 'x1 ' GRID l r r -i -f'l -r .i -r 7 -r T -r- "i -F I -F I -t- T- - - - - - - - T -t_ �_ .-I.. �. ._I . t. 'I- f _t . I+. ...I .. I I - I 'I I 'I +- -1- F i _L_ (_ _1_.t- � t-'J -L J _L- J _)_ J -1- 4 -1 _ _ ._ .1 _1- J. -1- 4 -1- -I_ J- _I- d- .1.. _I- _ I_ 1- _1- t- .4_.�- J r 1 1 i •I I I I I I 1 _ 1 1 I 1 I I I 1 1 1 I 1 1 I I 1 I I I I 1 1 I I 1 1 1 - - '- - - - - - -- - - t I I I I I ._.1 I ..I � -�... �- -� J -1- J -1- J _ -_ .t ^I- -t ...I_ J _I- 4 -1- 4 -i- -I- 1 _t_ .I- -I- 1 _I- A- -i- J_ - 1-�-J- 1- -1- L- -1- t- J 1 I I I i I 1 1 I I I I 1 I I t I I t I 1 I i 1 I I_! 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I f l l v Di - -t 1 - t '-1 '-1- -I -1- -1 -1- -t -I`" •i -1- -! --i- Y -I- -•1- t -I^ -1- t -I'- t- -I- t -I- 1- -1- t -1^ t -�•' f- -1- t _y-i- -I •- 11 _i _ i _l. .J _I_ J _I- J _I_ J -I_ : _1- -1 -I_ 1 -I_ 1 _L. 1 ._I_ I_. I. .I 1 I I .I t 11 ...1 L ..!_. I ' ._ I_ J_ L _ _ L 1 Ii i � I I Ln o ;n o io o in 40 -5 3/16" INSIDE TO INSIDE OF POSTS 41 '-10 11/16" OUT TO OUT OF STEEL 4-2' LBS POST MOUNT Agreement for Service THIS AGREEMENT FOR SERVICE (this "Agreement") dated this 22nd day of October,2006 BETWEEN: Bake 'n Joy of 351 Willow St. South, North Andover, Massachusetts, 01845 (the "Customer") OF THE FIRST PART AND - Doughty Polymers Inc. of 5007 Twinbrook, Carrabassett Valley, Maine, 04947 (the "Service Provider") OF THE SECOND PART BACKGROUND: 1. The Customer is of the opinion that the Service Provider has the necessary qualifications, experience and abilities to provide services to the Customer. 2. The Service Provider is agreeable to providing such services to the Customer, on the terms and conditions as set out in this Agreement. IN CONSIDERATION OF the matters described above and of the mutual benefits and obligations set forth in this Agreement, the receipt and sufficiency of which consideration is hereby acknowledged, the parties to this Agreement agree as follows: Services Provided 1. The Customer hereby agrees to engage the Service Provider to provide the Customer with services consisting of Building concrete secondary contaiment area. Coating new and existing concrete on syrup pad. Erecting engineered fabric structure onto newly created concrete berms., and such other services as the Customer and the Service Provider may agree upon from time to time (the "Services"), and the Service Provider hereby agrees to provide such Services to the Customer. Term of Agreement 2. The term of this Agreement will begin on the date of this Agreement and will remain in full force and effect until the completion of the Services, subject to earlier termination as provided in this Agreement, with the said term being capable of extension by mutual written agreement of the parties. Performance 3. The parties agree to do everything necessary to ensure that the terms of this Agreement take effect. Compensation 4. For the services rendered by the Service Provider as required by this Agreement, the Customer will pay to the Service Provider compensation amounting to $38,020.. 5. This compensation will be payable $ 7,250. (50% cost of er structure at issuance of building permit$4,920. upon receipt of othmaterials $ 5,000. upon completion of concrete pour $ 7,250. upon notification of manufacturers completion of structure $ 5,000. upon completionletion ofcoatin application $ 8600. upon completion of erection of structure,while this Agreementeement is in force. 6. The Customer is entitled to deduct from the Service Provider's compensation any applicable deductions and remittances as required by law. Confidentiality 7. The Service Provider agrees that they will not disclose, divulge, reveal, report or use, for any purpose, any confidential information with respect to the business of the Customer, which the Service Provider has obtained, except as may be necessary or desirable to further the business interests of the Customer. This obligation will survive indefinitely upon termination of this Agreement. Non-Competition 8. Other than with the express written consent of the Customer, which will not be unreasonably withheld, the Service Provider will not, during the continuance of this Agreement or within 1 year after the termination of this Agreement, be directly or indirectly involved with a business which is in direct competition with the particular business line of the Customer, divert or attempt to divert from the Customer any business the Customer has enjoyed, solicited, or attempted to solicit, from other individuals or corporations, prior to termination of this agreement. Non-Solicitation 9. Any attempt on the part of the Service Provider to induce to leave the Customer's employ, or any effort by the Service Provider to interfere with the Customer's relationship with its employees or other service providers would be-harmful-and damaging to the Customer. 10. The Service Provider agrees that during the term of this agreement, the Service Provider will not in any way directly or indirectly: a. induce or attempt to induce any employee or other service provider of the Customer to quit employment or retainer with the Customer; b. otherwise interfere with or disrupt the Customer's relationship with its employees or other service providers; c. discuss employment opportunities or provide information about competitive employment to any of the Customers employees or other service providers; or d. solicit, entice, or hire away any employee or other service provider of the Customer. Ownership of Materials 11. All materials developed, produced, or in the process of being so under this agreement, will be the property of the Customer. The use of the mentioned materials by the Customer will not be restricted in any manner. The Service Provider may retain use of the said materials and will not be responsible for damages resulting from their use for work other than services contracted for in this agreement. Return of Property 12. Upon the expiry or termination of this Agreement, the Service Provider will return to the Customer any property, documentation, records, or confidential information which is the property of the Customer. Assignment 13. The Service Provider will not voluntarily or by operation of law assign or otherwise transfer its obligations under this Agreement without the prior written consent of the Customer. Capacity/Independant Contractor --- - . -It is expressly agreed that the Service Provider is acting as an independent contractor and not as an employee in providing the Services under this Agreement. The Service Provider and the Customer acknowledge that this Agreement does not create a partnership or joint venture between them, and is exclusively a contract for service. Modification of Agreement 15. Any amendment or modification of this Agreement or additional obligation assumed by either party in connection with this Agreement will only be binding if evidenced in writing signed by each party or an authorized representative of each party. Notice 16. All notices, requests, demands or other communications required or permitted by the terms of this Agreement will be given in writing and delivered to the parties of this Agreement as follows: a. Bake 'n Joy 351 Willow St. South, North Andover, Massachusetts, 01845 pdepew@bakenjoy.com b. Doughty Polymers Inc. 5007 Twinbrook, Carrabassett Valley, Maine, 04947 207.237.5062 jdoughty/dpi@tds.net or to such other address as to which any Party may from time to time notify the other. Costs and Legal Expenses 17. In the event that legal action is brought to enforce or interpret any term of this Agreement, the prevailing party will be entitled to recover, in addition to any other damages or award, all reasonable legal costs and fees associated with the action. Time of the Essence 18. Time is of the essence in this Agreement. No extension or variation of this Agreement will operate as a waiver of this provision. Entire Agreement 19. It is agreed that there is no representation, warranty, collateral agreement or condition affecting this Agreement except as expressly provided in this Agreement. Limitation of Liability 20. It is understood and agreed that the Service Provider will have no liability to the Customer or any other party for any loss or damage (whether direct, indirect, or consequential) which may arise from the provision of the Services. Indemnification 21. The Service Provider will indemnify and hold the Customer harmless from any claims against the Customer by any other party, arising directly or indirectly out of the provision of the Services by the Service Provider. Enurement 22. This Agreement will enure to the benefit of and be binding on the parties and their respective heirs, executors, administrators, successors and permitted assigns. Currency 23. Except as otherwise provided in this Agreement, all monetary amounts referred to in this Agreement are in United States dollars. Titles/Headings 24. Words in the singular mean and include the plural and vice versa. Words in the masculine mean and include the feminine and vice versa. Gender 25. Headings are inserted for the convenience of the parties only and are not to be considered when interpreting this Agreement. Governing Law 26. It is the intention of the parties to this Agreement that this Agreement and the performance under this Agreement, and all suits and special _ proceedings under this Agreement, be construed in accordance with and governed, to the exclusion of the law of any other forum, by the laws of the Commonwealth of Massachusetts, without regard to the jurisdiction in which any action or special proceeding may be instituted. Severability 27. In the event that any of the provisions of this Agreement are held to be invalid or unenforceable in whole or in part, all other provisions will nevertheless continue to be valid and enforceable with the invalid or unenforceable parts severed from the remainder of this Agreement. Waiver 28. The waiver by either party of a breach, default, delay or omission of any of the provisions of this Agreement by the other party will not be construed as a waiver of any subsequent breach of the same or other provisions. IN WITNESS WHEREOF the parties have duly executed this Service Agreement this 22nd day of October, 2006. SI SEALED LIVERED in the presen P Wi ough Polymers Inc. Per. ` �al) Nam Authorizi 9 Co ate Age t Bobby Edwards .el International Sales Manager ®�0MRffipwTolp ® MANUFACTURING Portable Fabric Structures GSA#07F-9604G 3255 N.US 19 Toll Free:1-800-277-8677 Perry,FL 32347 USA Tel:1-850-584-7786 www.bigtopsheiters.com Fax:1-850-584-7713 e-mail:bobby@bigtopshelters.com Mobile:1-850-672-9392 §M� �rPJ m/dla,e fr � ��" �x Q��MW1 FABRIC STRUCTURES � �a k �i _ ! r I•�f�� � a� ( J ; L f 77 ♦ •r M 1 V � 4 aey - �7 ::�, ,�fry _ - 1 1 1 1 1 1 1 1 ► 1 � f a A R�Vmry .` s' j977 Ory g www.BigTopShelters.com "' - Am T x -gr ' RE c . , , w Trusted for over 25 years by governments, companies, military individuals • , , throughout the world! u ell , 00 l Time-Proven Fabric Shelte" r Siolutions ! [4 25 Years of Manufacturing Excellence FT Design, Sales, Manufacturing, and Service in One Facility "We are 100% committed to [✓j State-of-the-Art 65,000 SF Manufacturing Facility solving your shelter needs in [� Service Representatives Travel Worldwide a highly cost [✓� Precise CNC/Robotic Fabrication and Welding Equipment effective and prompt fashion. [� Highest Quality Materials Available We have a trusted tradition [� vendor Relationships That Span Decades to uphold." 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I I Military ' Flightline Sunshades Inspection Maintenance Shelters....... Shelters.............. 15 Environmental& Remediation Military Storage.......... T.. Enclosures............16 t Long TermOther Storage Facilities......... 7 Applications...........17 Mobile Shelters &Crane Lift Optional Applications.............. Accessories........... Rail MountMounting &Jack Mount............ 9 Surfaces............. 20 Marine Refit Enclosures............10 Door Options......... 22 Marine ttti� Dry Dock& 4 Graving Dock Covers... Fabric Options........ 22 Shipyard,Barge 12 >����� Container&Cargo JoBjG�p Request For 23 Enclosures............ xauaic sva�rct�n�s Quote Form.......... Warehousing 14Is Big Top 23 Applications........... Support.............. BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com 3 i Military Flightline Sunshades and , 000 The military has chosen and used Big Top Considerations:Key shelters worldwide in all types of weather and for many different purposes.Fabric shelters are commonly used for storage of equipment, � 50-90 Degree Temperature Reduction on Equipment/Personnel personnel, vehicles and other items. Speed of delivery is key to transporting our shelters Structures for use on any Flightline worldwide in standard 20/40 foot containers in an economical fashion.Additionally, our shelters � Protects Personnel and Equipment from Harmful UV Ice Moisture Hail can be packaged for rapid air deployment. and Sand Custom or standard shelters can be purchased on Government Credit Cards or from � Used by the Air Force, Navy, Marine Corp, Army, Coast Guard, our GSA contract. Call today for a pricing pack. Department of Homeland Security, and United Nations Royal Air Force Visit www.bicitopsheiters.com [✓f Standard models for F-15, F-16, F-18 to view our online pricing anddY and F-22, F/A-18, F/A-22, and JSF ordering information. Aircraft [� Additional Lighting for Night Operations USMC Mountain Waretare Training Corp [� Experienced Flightline Installation Crews [� Lightning Prevention Systems Available [✓1 Deployable to Remote Locations Worldwide [� Fixed or Rotor Wing Aircraft [� Easily Purchased on GSA# GS-07F-9604G 4 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopShelters.com �a - .f .a . . .,.�►. -,r-rns ns•. �• .+*� . . .I%iJ'��. . , 51.�.'��z}�ilL . ...._. t i i�s.sea.wa.. F-15 Aircraft Shelter I � K { Al` (�q� M L Northrop Grumman- USMC Yuma Global Hawk Shelteri Northrop Grumman- Global Hawk Shelter Inside View Irt�Ili11 ~ _ 31qP !r •;..w, 1 ����_ ► � 2q E ` "Y ��a4 Military Storage Shelters DOD Albany " Bogota Columbia F 1 my a a»; Puerto Rico Air National Guard �3t;,, r r � I Key Considerations: j I 0 ver the years in serving the various 9 Dehumidified and/or Temperature Controlled branches of the military, Big Top Shelters Tem p has discovered that the needs in the United States Environment military constantly change, requiring 9 Optional Insulation to R-12 dependable temporary storage in double time... and at a fraction of the cost of traditional and and Electrical Systems Are Available construction.For a quarter of a century,Big Top has answered the call. 9 Can Be Relocated Quickly The usage and contents of the shelters 9 Modular - Extensions Are vary for each situation. Therefore, a full line of Available To Add Length options can be mandated and met on each project. Lighting, temperature, sizes, � Most Sizes Do Not Require A Concrete Foundation environmental control,door configurations,and limited site prep all add up to bringing you the [J Very Little Site Preparation versatility required. Don't forget that these Custom Doors From 12 Feet structures are relocatable, and able to meet the most demanding time constraints for installation. Wide to 120 Feet Wide They also do not count against the base square Lightning Prevention & footage. Grounding Systems Available Vehicles,aircraft,personnel,munitions or Ventilation Systems any highly sensitive contents, have been stored in shelters fabricated by Big Top around the � Does Not Count Against Base world for the US military. Square Footage 6 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com Long Term Storage Facilities AID Agencies in AfghafiS ; i WT 1111111iiii III IMF, NOW,! a v US Naval Acade US Navy Port Hueneme . I Fairmont State College 3 c yYi + cA y � 4 ,iUSCG/Bahamas Nr ' k f Ohio A o Although most usages of Big Top Shelters call for temporary duty to meet an immediate need, these durable facilities can function as long-term storage or maintenance facilities also! High quality materials coupled with rugged construction enable these structures to last and last. BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com 7 J i N .obile Shelters - Crane Lift Cr ne Liftin th 1 Corporation-, Y P „ Crane Lifting/Constructors } �Ri s Distler Alberici 4W;A� . i :- I � ag Top can easily assemble and relocate our crane rail is the suggested method to guide our shelters. structures into the most unique locations.Once your Rail mounted shelter systems can even be stored by new shelter is assembled, it can be relocated by crane stacking the smaller sections inside larger ones to or moved on wheels. conserve space.HD Wheel/Jack Assembly with a custom- You can generally figure that our structures can be fabricated mounting plate is another method of moving assembled at the rate of 2,000 square feet per day(as in our shelters. The HD series includes a worm gear jack a 40'x50' shelter). A crew of six unskilled people can assembly where the system is welded to a swivel, or assemble the shelter in a day's time,while a skilled crew pneumatic caster, whereby only a few people can roll a will cut the time to about five hours. large shelter wherever they need to move it. Crane Liftable shelters enable us to install the structure in an adjacent area and lift it to its final position simply and quickly. This option is ideal for areas that Key Considerations-, are difficult to access, or difficult for construction. We �y( can add a crane lifting package to most of our structures. t=l Solutions For unique And Relocation via wheels allows your new structure Restricted Areas. application options that can not even be imagined with [✓f Build on Dry Land and Move to �1 conventional construction methodology. We can design our structures to move by way of ASCE Crane Rail, Ships or Barges inverted C-Channel, or Jack Mounts. C� A Single Shelter Can Move to Generally speaking, the inverted C-Channel is the Serve Multiple Projects most economical method for moving shelters. The channel controls the direction of travel; however, this C� Rail Mounting/Telescoping Can option requires a clean operating environment. ASCE Help in Conserving Space 8 - BIG TOP MANUFACTURING - 800-277-8677 - www.BigTopShelters.com k Rail Mount & Jack Mounting e s Telescoping Shelters 1. h - ' � I Virginia Approach Rail Mounted is - eel C p w � w �r 4 T, s ; —Rail f-tfd¢8top � II ,1 t BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com 9 A Marine Refit Enclosures wFlorida Marine i 1 i y «i star 3s- � SBK Marine2IN&_:t�51, 1 -1, .- Crockett Brothers' ' 74_ Miami Yacht&Engi a Works ? ' `\ ,� z+, ., Port St.Joe Marina The marine industry worldwide has turned to Big Top's feet tall.Big Top's size and type of structure offers the most 1 durable structures for a quarter of a century, due to versatility on the market. their ability to hold up and thrive in harsh marine Fixed Vessel/Fixed Shelter: environments. Our knowledgeable staff can assist you in determining the most efficient and suitable enclosure for Many marine yards use our structures for a temporary solution. In cases where a vessel will not fit in your needs. Whether you need refit enclosures or paint sheds, these proven Big Top structures are depended upon your current facility, what do you do? Simply place the boat in its location and erect our Big Top shelter over it! throughout the world. Three categories usually make up the bulk of marine refit structures. When you are finished with the vessel, disassemble and store the shelter, or sell it. Fixed Shelter/Mobile Vessel: This category uses some of our largest structures Key Considerations: for permanent installations. We manufacture sizes to �( Fast Lea accommodate the largest mega yachts and work boats. u d Time and Quick These structures normally include a solid rear wall and a Installation large access door in the front.Exterior membranes typically use 25 oz. translucent white vinyl, which creates a warm Modular-Can Be Fully Relocated glow during daylight hours, and minimizes the need for [� No Foundation Required In Most additional lighting. Installations Fixed Vessel/Mobile Shelter: [� Climate and Environmental Control Once the vessel is placed in its location,the shelter Available } is then moved into place via crane and/or wheels to enclose it. Once these structures are placed, they are temporarily [.� The Best Working Light In Any or permanently anchored to dirt, asphalt, or concrete Structure foundations. When the job is complete the shelter can be relocated if need be.These structures typically cover boats Custom Designs-Any Width, from 30-80 feet,with enclosures 30-40 feet wide and 30-40 Length or Height 10 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com r L_ Dry-Dock and Graving Dock Covers The Largest Covered Dry-docks In The Mediterranean 4 s Ii 1 Malta Dr docks Malta Drydocks e M + - • Considerations: t w r IR41`. 9 Stacks into 30% of .� Length Mesh Ends Allow Malta D docks Cammell Laird for Ventilation Partitions Available - to Separate Projects Quick installation r reduces down-time e11 irk The best working environment for refinishing Sliding roof allows o �'t for Crane access i BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopShelters.c0m 11 r Jeff Boat Hawaiian Tug&Barge F. ml �j a�f. r , '# rjcJ 777 V NAVSEA i r � a r pp.. `'���,��► '��1 ��, � Vii'/ - i � It r owate _ ,t��R1►, \ T o l{S .�.-�_�ya a: :, A1'1 i�,,� Its= ' . ti ,�` 111 ♦ o '-�,:_. .. l�il� _ + � 1 1 iKey Considerations: "us [� Grit Blast Resistant �1 Materials with Test Data [� Weld Splatter/ Flame Resistant r ; Lightweight 3s structures For Easy Movement f Alberici Crane Lift-Wheel Mountable f Rail Mounting systems available Turn Key Installation *� Available Barge/Ship Container and Cargo Enclosures 40• jL BIG TOP MANUFACTURING • 800-277-8677 • www.B!gTopSheiters.com 13 r Warehousing: Temporary or Permanent 4 + d' 1 Need Storage Space Now? _ r 1i I d t 'nr , i ig Top can answer the need now Key Considerations: and deliver a solution fast! Ask about our inventory and used shelters if you need a building quick. We will New or Used Inventory Available accommodate your schedule for any temporary or permanent ware- Fast Delivery and Installation For housing. Immediate Needs Bulk storage shelters are available in custom sizes for any C( Highly Versatile Usages, Day or Night application. Applications have included basic warehouses for [� Environmental Extremes Are No Problem products, post offices, wine barrel storage, recycling and packing [� Fast Protection For Your Valuable Assets facilities, and the list goes on. 14 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com L, I Inspection Shelters US Army West Point i i ar ca em a a- 1 3 US Army Fort Bliss Key Considerations: [� 24 hour per day Inspection Environment Rain and Lightning Protection Side panels for wind protection [� Exposure Prevention [� Electric Lighting Packages to exceed the minimum standards Turn Key assembly during off peak hours [� Minimal Site preparation [� Able to be Relocated [� Standard One, two and three lane models on GSA I Choose From Either Style z0-o-+I - - - 166-0 Quonset Style Shelters: Standard Style Shelters: j Standard Widths Available Partial List Of Standard Widths Available Benefits: Benefits: •Economical •Additional Side Clearance •Heavy WindAnd Snow Loads •More Widths To Choose From •Increased Center Height •Additional Heights A vailablo In One Foot Increments BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com 15 — - r J - Environmental and RemediationEnclosures , 133x160x40 I I I Laguna Construction r. � w x tau r n2 e n vironmental containment shelters are designed to Eprotect their contents from exposure to the outside environment. These buildings create a stable environment to maintain constant temperature,moisture k levels and ventilation patterns. Our structures can be engineered to perform to your specific requirements. Critical issues involving electrical,lighting,HVAC,and dehumidification components are all part of the solutions that we can handle for you on your containment and storage needs. r ' 16 BIG TOP MANUFACTURING • 800-277-8677 - 6 www.BigTopShelters.com Woop ®The KFNAC Ni PW i7 T_ - `: �! _, �.l �s���;.,✓\ .�'L1�,p ail � —__��'`� .. , - q � r \ s w , 7F-7i _.- --'` ��' vas.+_ .,� � k. *0 ZZ L Optional Accessories Metal Down Draft Chute » . w� +ih � aut - e 4 d. ,; t c'r b . - - Air Conditionin F �f 1 �I a' k Big Top does not buy into the philosophy that "one size fits all." We realize that your project needs may be different I from others, and customized specifications may be crucial to your structure's performance. That's why our team makes sure I we understand exactly what you are trying to accomplish with your shelter, and then we set out to guarantee that it happens. Not only do Big Top's structures save you a wheelbarrow Dehumidifier of money and construction time, but we make sure you don't have to compromise on critical building and equipment needs '►.` E that your project mandates.A partial list of the many options we can supply to your next structure are: ventilation systems, infra-red heaters,air chillers orA/C systems,dehumidification �.a systems, higher levels of building insulation, and custom air scrubbing and collection systems to name a few of the options. 18 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com E aft Chute Fabric Down Dr W IWA p 41 .,klili b'I MIelm ► ( ,� a�_ .�� �� • SII �� �li 1110101; 'WAr 11/,X � ,.a�-:►„:fir `l..M� �.. ,,��;�� �. ,_, a -- 061 � 0"►vi ./A1�.► �+•'�'.!1� fir.'� � , i 7 1r IVY _� y. NS A11d 40 Key Considerations: Dehumidification Systems �I - Air Chillers or • a Infra-Red Heaters Ventilation CustomAir Scrubbing ` • Collection Systems Are Available Insulation NeedsPortable Flooring Electrical t. 5 Handled- • 4 Lightning Protection M ------------- MountingSurfaces: An Surface You Can Imagine i y g Steel t• 6 r 141 PilingsBarge Mount WWWWWW Y4�d Time consuming and expensive,concrete foundations stud, and j-bolt anchors to secure to the foundation or are known as the bedrock of construction. Yet Big concrete slab. We supply the reaction forces that the Top's shelters have been engineered to be mounted to structure generates at the base to determine the quantity almost any surface you can imagine, to hit your needs and size of the anchors. in the optimum way. Wood Pilings.Many of our structures are installed Anchoring attachments for each surface chosen will over water on wood pilings. We custom design and be prepared for the structure you require. Certain fabricate a continuous base rail to support the structure building codes contain specifications for anchoring the depending on the spacing of the pile supports. structure you need. Our specially-designed and proven Metal Beams.Metal beams are similar to a concrete anchors can be mounted on the following surfaces: foundation;however,instead of bolting to the foundation, Dirt.Many of our structures are installed in vacant it is generally easier to weld the anchoring plates to the lots with little to no site preparation. Our structures existing metal beams. conform to the topography up to 7% grade slope Shipping Containers. ISO containers are an easy, differential. We fabricate structures with continuous base cost effective approach to adding height to a structure. beams that support the main arches.This base distributes We have installed many different size structures on sea the building load over a greater area than merely a small shipping containers. Attachment varies based on the base plate. Earth anchors are included. application but generally involve welding or bolting the Asphalt. The same principle applies as noted on frame to the edge of the container. the dirt installation. Our continuous base beam Ballast Blocks. In certain situations anchoring to fabrication distributes the load evenly. Then an anchor the ground is not practical or desired by our customers. receiving plate is welded to the base beam. Spiral We can specify temporary ballast to resist the forces anchors are inserted through the receiving plate and into generated by the structure. These blocks can anchor our the ground. largest span structures easily. Concrete. Our structures use wedge,epoxy,chem.- 20 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com - r. Excel Recycling 4 f�4 ( 1 ;;l'l �11�I1�IIi�I�I Y a Lameque(Canada),Plastics Storage Facility _ .......... .___... ate. V* i mavw-' • Considerations: , • , awaiian Tug&Barge C� Soil Installation - Simply Level Compacted Site _ z p fi C� Asphalt Parking Lot - Our Anchors Penetrate The Asphalt I� Steel Decking - Standard ISO Containers [✓( Piling - Concrete, Steel, or Wood BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com 21 Door Options01 Roll Up Wi w/Freezer Doors _;Aluminum Doors Wide Doors 4 - ro z F f End panel + C ' .. }, Fabric Options Frame Specs Nova-Shield Flame Retardant ur galvanized steel frame resists corrosion and Woven Polyolefin Fabric. Oprovides years of maintenance free life, with FRU 88X has been developed recently for the outdoor normally 20-40 years usability. Our structures are structure market. This durable material is exceptionally engineered to meet the most demanding building codes. lightweight at 12.1 ounces per yard.This means it is very easily assembled and dissassembled.This material has 3 year pro-rated warranty and a 3-5 year expected life. Key Considerations: This material is available in translucent white only. 18 oz. PVC C� Designed For Wind Loads Up To We have been fabricating with this material for over 20 130 mph years.Some of these covers are still in place on structures throughout the world.We can fabricate these covers in a [� Designed For Snow Loads Up To multitude of patterns to create visually pleasing systems. 40 lbs per Square Foot This material is in inventory in translucent white,opaque white, opaque green, and opaque tan. Frames Comply With Zone 4 25 oz. PVC Earthquake Specifications This material is an upgrade to the 18oz. PVC. Our 25oz. material is the material of choice where durability is the 55,000 PSI Galvanized Steel main priority.This material comes standard with a PVDF Tubing top coat which blocks plasticizer migration. Plasticizer migration is the technical name for vinyl forming a chalky [� Galvanized Steel Flo-Coat layer on the surface. This top coat not only prolongs life Process Provides a Triple Layer but keeps the material cleaner longer. of Corrosion Prevention 28 oz. PVC 28oz. PVC is the ultimate structure material. The [�( Tubing Wall Thickness Range backbone of this material is the polyester fiber that gives the material 700 lbs/inch tear strength. Out 28oz. PVC is From 11 to 17 Gauge • purchased with a two part acrylic/urethane top coat.This �( Cadmium Plated Assembly Bolts two part system improves weathering, abrasion resistance, and minimizes plasticizer migration. This is or Galvanized Grade 5, A-325, or the choice for consumers who demand the highest A-307 performance characteristics from their equipment. This is the standard material on our 150ft. wide span. 22 • BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com r I Request For Quote Please make a copy of this page and fi//out the fol%win , so we can ive ou a custom quote on 9 g Y your storage solution with Big Top Shelters. Then fax a copy of this page to 850-584-7713, or you can complete this form online at www.bigtopshe/ters.com. (*Indicates required fields) *Company Name *Contact Name *Street Address *City *State *Zip *Phone *Email *Where did you hear about Big Top? Fax Country Please tell us the approximate dimensions of the structure you require: .I Width: feet Length: feet Height: feet What kind of surface will you be installing this shelter on? How quickly will you need this shelter? Do you intend to purchase or lease? Please select options you would like quoted? End panels Wheels with jacks _Side doors Exhaust fans Metal entry doors Crane liftability Installation Support If you choose, we can supply an on-site service technician to assist with the construction of your Big Top structure. Our technician will be experienced and proficient in all aspects of the construction of the supplied shelter. Our customers often find that they save the cost of the technical representative in labor and equipment costs alone. In addition,you receive the highest quality product available. On-Site Installation Service If you choose, we can supply an on-site installation crew to construct your Big Top structure. Our crew is experienced in all aspects of construction of the supplied shelter. Our customers who contract for this service will be completely satisfied with our no-hassle approach to construction. Our crew consists of a non-union workforce. Site Survey and Consulting The Big Top team representatives can usually create a solution for you by asking questions and looking at site pictures,maps or drawings.However,occasionally the site has complex details that require a site visit. We can j send an individual or team to your site and evaluate the feasibility of construction, and the fit for the purpose. We can also give presentations to key personnel in your organization on the benefit of choosing a Big Top shelter. Quite often people have a hard time conceptualizing our product. Our sales and design technicians can bring the concept to a reality in a short amount of time. While on site,we can verify the dimensions of the area and the items that you wish to cover. You know the old saying "measure twice and cut once." Worldwide Installations USA Columbia Panama Netherlands Bahamas Gibraltar Hong Kong Philippines Indonesia Puerto Rico Jamaica Canada w w t F" Jj6 =L.' 11 �� ww Sit Kazakhstan Virgin Islands West Indies Japan Russia Germany New Zealand Sudan Haiti Barbados Peru United Arab (British) Emirates Guatemala Cater Honduras Malta Kuwait Afghanistan Iraq Antilles Portugal Spain Pakistan BIG TOP MANUFACTURING • 800-277-8677 • www.BigTopSheiters.com • 23 t e„. . a e� i. , t a 777 x's:ra R C R T ES q [» r 3255 N. US 19 • Perry, Florida 32347 USA 1 -800-277-8677 International 011-850-584-7786 Fax 850-584-7713 • Phone 850-584-7786 www.bigtopsheiters.com • e-mail: sales@bigtopsheiters.com