Loading...
HomeMy WebLinkAboutBuilding Permit #4 - 1600 OSGOOD STREET 7/1/2009 BUILDING PERMIT ° N0RTI1 q 4.St,lD tib• �O TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION oI +t Permit NO: Date Received ��"0144rap �` y �SSACHUS��� Date Issued: I ORTANT:Applicant must complete all items on this page LOCATION00 ` . t PROPERTY OWNER Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no j TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PREFORMED: X�' car tJ i e3 r Identi icatioolease ype or riot Clearly) OWNER: Name: , �`/ � Phone: Address: 46 CONTRACTOR Name: Phone: Address: Supervisor's Construction -License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST B ON$125.00 PER S.F. r Total Project Cost: $ FEE: $ �� Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owninature of contractor i Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments WSter & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date --- -............................---._...._........__..........................................__...._..__....._.._....._..................................................................................._........._.._.._..._......................................---.._...._....._..............................................................._.....-_..-..............................................._ Doc.Building Permit Revised 2008 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ 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 Calculatio y nslicable If Applicable) Pp ) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering eerin Affidavits for Engineered d Prod ucts NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affldavlt ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recordin must be submitted with the building application g Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 _T _ NORTIy Town of Andover O M�tq.. .v..4•'. / NO. iL -' - �`y C. i o dover, Mass., 7111( T O - LA �• I� COCHICKEWICK 7,9 ADRATED P. `r BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System ' 1 BUILDING INSPECTOR THIS CERTIFIES THAT..................'. R .... .....iJ..✓.. f ..:.......... 1. .. .. :. Foundation has permission to erect......................... buildings on ........�. .�.. . �. .. .. ... .. . 'r . buildin . , ....,f' ............... Rough 0"5 to be occupied as..............................4_ .1..�... `........ c!. ....J..: ..�....�....... ............................................ Chimney provided that the person accepting this permit shall in every res ct 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 the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION TARTS Rough �. L: �"' .. 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. Burner Street No. SEE REVERSE SIDE smoke Det. ®-To BuiId 01 TEST REPORT Flammability Resistance of Tent Material REPORT TO: Kelly Miller Circus' 2579 E. Kirk Road Hugo, OK 74743 ATTENTION: Mrs. Tavana Brown REPORT DATE: ; April 30, 2009 a i li To Build On f. �'r�e�ir,��ring � �®e�sEe�r'irr� a bd��fir� REPORT TO: Kelly Miller Circus PROJECT: Flammability Resistance 2579 E. Kirk Road of Tent Material Hugo, OK 74743 ATTENTION: Mrs. Tavana Brown PSI PROJECT NO.: 823-76030 DATE: April 30, 2009 PSI LAB NO.: SPT-70043 Professional Service Industries, Inc. (PSI) has performed testing on the referenced project. The results of our tests are presented in the accompanying report. Our services for this project were performed in accordance with PSI Proposal No. 823- 9063, dated January 13, 2009. The proposal included a proposed scope of services, estimated costs, unit rates, and PSI's General Conditions. Authorization to perform this project was in the form of signed acceptance of the aforementioned . proposal, acknowledged April 24, 2009. The results contained in this report are related only to the item(s) tested. The pages of this report (including attachments) shall not be reproduced, except in full, without written approval of PSI. All testing was conducted by and under the continuous, direct supervision of Professional Service Industries, Inc. Please contact us should you have any questions concerning this report. Respectfully submitted, Professional Se , - ndustries, Inc. 7 Denis . olumbare John V. Meser Laboratory Technician, Special Test Manager, Special Test/Electrical Page 1 of 3 -- -- ---— _ - _ ocan,._1_1 cf. i.Pittchn97 rnh PA 150•Phone 412/922-4000•f=ax 412/922-4014 Project No. 82.3-76030 Eeport Bate: April 30, 2.009 Laboratory No. SF-T-70043 ["age 2 of 3 SCOPE OF SERVICES General On April 29, 2009, Professional Service Industries, Inc. (PSI) received three (3) styles of tent material, identified below, for flammability resistance testing. Testing was performed on April 30, 2.009. Sample Description 4, Red o Yellow o Blue Test Procedure Testing was in general accordance with using NFPA-701, Large Scale Burn Test, 2004 Edition. Four (4) samples measuring 47'/4" x 24" were cut and folded longitudinally forming four (4) folds. A methane gas burner was used at a pressure of 2.5 psi, with a flow rate of 113 L/hr, to produce an eleven (11) inch flame. The test flame was applied at the center of the specimen for two (2) minutes at an angle of 250 frorn vertical with the burner opening 4" below the bottom edge of the specimen. The duration of combustion of dripping material, and of the specimen were recorded to the nearest 1/2 second. The length of char was measured and recorded. Conditioning Test specimens were conditioned at 22.0°F (±5(1) for 1-3 hours prior to testing. -t Performance Criteria No specimen, or drips from the specimen, may continue to burn for more than 2 seconds after removal of the test flame. The length of char of any individual folded specimen may not exceed 41 .3". U Project No. 823-76030 Report Date: April 30, 2009 Laboratory No. SPT-70043 Page 3 of 3 RESULT'S Camb;ustion'T're Gon�bustion 'Cine Char Length of Speciri�en of Drippings dam 16ID inches aeconds seconds . Red/1 11 0 0 Red/2 10.5" 0 0 Red/3 10.75" 0 0 Average 10:75 � 0 Yellow/l 101, 0 0 Yel low/2 11" 0 0 Yellow/3 10.5" 0 0 Average - 10.5" 0 0 Blue/1 10" 0 0 Blue/2 101, 0 0 Blue/.3 11.5" 0 0 ver ge: 10.5" 0 Conclusion The tested materials MEET the specified rea,uirements of NFPA 701, Large Scale Burn Test, 2004 Edition. ffi&.Oz.Y' PERFORNIE tS TRAILERS-"BACKYARD" I _L_0`T' - 3OW' X 34�, rrortses 11INIMUNI SIZE (DOES NOT INCLUDE PATRON PARKING) L U N a - a > • ELEPHANT AWNING W C COOK RIDE w SIiADEFORANIMALS tititC1�l I ffOC;SF�p W G Z;' I • I i I ' I I - 1310-TOP (t(GTOPTE..+T ------ "�IIp1YAY" ENTRANCE ----CIRCUS OFFICE S ---- TICKET WAGON �LaRQUEE" I I I I I CsSStOIyS CO~ I I MOON I BOUNCE I ' STAFFTRAILERS "FRONT YARD" .�.. � POLES&SE�.TS z ' i All Equipment is integral In relation to the L� Cl1S 1 due t0 the rOXlnlity Of tl1c Kelly Miller Cir tent and this setup P animal, and wardrobe Loi Layout electrical, i r 1 45'P1•Y','FYI .. 4 4. WHEELCHAIR r -• � SEATING AREA �^ 9 ® G // \ n. AISLE - I. F v i - *- EhT(PAZ .. Cf � r"_RFORMER CJ i `.�-.F_XIT Lu. ® O0 40'-0' RING U1 AISLE prwJ � TRUCK ;I ? r PE MER EXIT PATH it i.: .. ♦ 7 ENT.;=XIT OV 40 F V -AISLE A • e x w S SEL SECHAIR:, I • MA1N .-TING AR` i ENTRANCE EXIT HAS BEEN CHECKED FOR COMPLIANCE + _ -�• '• WITH I'HE I,-'-u!REMENTS SET FORTH IN. NEW YORK STATE DEPARTMENT OF LABORS INDUSTRIAL � CODE amu,SECTIONS 76.7.8-,7 AND MEETS OR EXCEEDS U o THE REQUIREMENTS SET FOURTH IN THE ARTICLE. U 7^. 1 , '•�'I I�......< (NOTE:NEPA 1C2 HAS THE SAME REQUIREMENTS) O U j I •,=,�j I I I I A. MEMBRANE.CABLE.GUY,d POLE STRUCTURAL REQUIREMENTS U C `.VINO AND SUCTION PRESSURE OF 10 PSF ON TENT C z SURF CE. I I I I I /• ..'v 1IN0 PRESSURE OF 20PSF ON VERTICAL PROJECTED AREA / I B. SOIL COr,:-I-!ONS FOR WHICH DESIGN WILL APPLY ARE THOSE LL I i I WHIG; i__LLOWABLE BEARING CAPACITY OF d TONS •\ ; I i I � I % /, I SEE CHr P.T JN THIS DRAWING FOR SOIL CAPACITIES. \ 1I \ \ i I C. SHOULD T:�ERE BE FORCAST OF HIGH WINDS APP ROCMING 60 1 I I MPH III--.E AREA WHERE THE TENT IS ERECTED.THE TENT SHALL EE TAKEN DOWN UNTIL THE STORM OR WINDS HAVE PASSED THE AREA.OR EVACUATED. i / GENERAL NOTES: I 1. MAIN POLES-00'-0 LONG,O.D.6 7/8 D.5 7/e"STEEL TUBING i I I I2. QUAFR-."POLES- 0.0.19'.11-LONG. sID_=C„-Es-:1/d•o.o.m'-o"LONG. _ - - _— ——— —_ —— Su G VALUE O 000 PSF OR BETTER. _ OOD FOR A SOIL t'. DIA.STEEL dJ"T0+8"IN LENGTH. � r '-�BELOW THE GROUND.STAKES ARE G ';\::OD STAKES-MIN.0"CIA.dd•TO 68•LONG 4. U WOOD STAKES,ALL GROUND STAKES SHALL BE DRNEN N F- �: '" _ Iv A:`.IV.DEPTH OF 0'-0"BELOW GROUND SURFACE. w - _ _ _ _ CEN=_RALLY USED IN WET OR SOFT CONDITIONS.BELOW w' U U) - ,�-_-_._._. Lx 7 CN SOIL BEARING. ^ 5. POLE G'JY CABLES L GUY ROPES MAY BE TIED TO TRACTOR _ I j TRAILER-RUCKS.PROVIDED-TRUCK KEYS ARE KEPT IN THE W Y '< S -_ __-______. _.—. r, •—•— '— -� --- -- I OFF:C--c.'-'�S IS PRIMARILY FOR SOFT OR WET SOIL w. J p d CGN'OIT;C::S AND I..- g p CAN BE USE D ANYT IME. I ITIONS BUT .. COND uW I I } - LAI W-_._._- _._. _._._._._ I J o7 - _,_ _ --- o I Np'E :.'_U'DE GUY ROPES TO THE NOTE ABOVE. zW W w Y NO.: Y S CGDE,BA CODE 8 INTERNATIONAL BUILDING CODE r �_ i --Y--•-/_JIB__"== r... I I / ------I--- - t-� US OCCUP-CY A-1 _-__-- .... .... .......I� --.. 1 _ - -• S.'•_C.. -,TENT STRUCTURE+IAN CONS RU 'G TYPE IECTIONS 1 uaN POLE DETAILS „� ---•I I I yY' u i ,-7E.+'T SEATING PIAN BLEACHER XI DETAILS BLEACHER f1 DETAILS PORTABLE SEATING WAGON ai CETAILS I I ' q � PR=SU.V:P FROM OM N Y: COQE. _ f ANU ` BcARING VALUE C:r.SS TERIAL iON510D.Fi. M.>`tiulVc CF:YSTALIINE BED ROCK.SUCH AS GRANITE :CG \ I I • / I I I \' \ I• N. 1 _A D F-,, OR SHALE I o _ -=_.��KSDJHA50D SCHIST Q SEC:"E>;-,'Y ROCK SUCH AS HARD SIlTO T•G`+E OR SOUND I SANG'>rr-:_ GRAVELS OR SANDS I t CDhIr:.-. GRAVEL.SAND MIXTURES o 0 REQUIRED POLES .. -' LOCS-.-._:__.C7JRSESAND.COMPACT O OPTIONAL POLES I CO.:RSE i-;O ICOSE,SAND-RAVEL MIXTURES.LOOSE; I y •... I I I I �I:^.. i :INE/ `,w•.ni:CGMPACT FINE SAND :LOSE,FINE SAND.INET � 1 I sT IF- I 1 t i; �55 n II / 1— TENT SECTION KELLY MILLER CIRCUS fact ncna0 nu A-2 P.O.BOX 829 Franklin n.couch 501 E.JACKSON,SUITE 2 .. orus u.]...........m .�e�r..�r uon •-'�"••-'•'• IIt:G.0,0✓.LnH04T]I):J tar Jt}35t1IP0 icl J1:15}ctJl 8� 8-DIA.STEEL U PLATE PULLEY 0:a I FLAG POLE TO RIDGID BAR 21/2 STEEL PIPE SETS OVER &WENCH COME v �:$ ?v ALONG(2 TON) c}. Z:f LIFT POINTS PIN @ TOP x;n D.�TMCK 3/8"CABLE i i 3/8"CABLE m{� 314' ROPE 3/b"CABLE 14 SECURED TO Q LL r TRUCK FROM I �; 3/4-ROP I T- MAIN POLE TOP MAIN POLI o 2 114"O.D. 1 2 1. O.D. Lo SPE FOR SIDE POLE 6 BOLTS '- 1 )JACENT GUY OR5STAKES TO1 OF MAI POLE 3 E EACH SIDE' TIED TOGETHER STEEL PLATE TO FORM A'V' ROPE FOR LIFT POINTS i 9"DIA.x1/8"THICK ADJACENT GUY ---- —" IN TENT FABRIC TIF DOWN OF TOP ;2 CABLE 1/2"CABLE YJ% IN TWO DIRECTIONS SEE PLANT AOR IN MATERLEE PLANTA 4PFR POLE FOR LOC. LOC. CUPOLA �. A-3 TO TRUCK DOUBLE PULLY �- IDE STAKE DETAIL 7 -,:r BLOCKS W/ 1/2"CABL:_ 9"DIA.x 314" ✓ I O SOLID STEEL A-3 ROPES (TYp!CAL) RING 112"CABLE PLA--IN VINYL PIN SECURED TO 6x4x:/t 5 @ U) TRUCK FROM, NINE LOCATION' 1/2"CABLE N 1/4"CABLE JROP � ATO TRUCK � n MAIN POLE FAS -NED TO RiN 3/-"TIE DOWN —J D m TRUCK FRAME_ ROPE ROPE )­TOP MAIN POLE w W x 8 4 1/4"CABLE 2 1/4"O.D. JO J mo �o 4 1/2"SEAT TIE DOWN OF MAIN POLE FITTING FOR- a > a W IN TWO DIRECTIONS PER POLE PERFOR:,1.R Z ROPE TIE DOW - CONNECTION 14. MAIN POLE Q Y q 30'-01/2" x 6 3/8" L—HOOK& - I BLOCK -- 1 MIDDLE ) o TOP OF Q.T. POLE co A-3 ST DIA.x OE TH. TIE DOWN -WENCH TO TRUCK FRAMING w/TWO VERT. STEEL SHOE BASE 3;4"ROPE. I. OR 5 STAKES IN GROUND /q"CABLE 3"W x 318"TH. 1/4"CURVED STEEL BRACES WELDED 1L(2T 3/8"CABLE 4"DIA.O.D.PIPE TO SHOE 1'-3" I I_ rNCH z 4 1/2" a^ ALONG POLE TIED WN DETAIL 8 STEEL SEAT 40 GA. 3 -'STEEL BARVl'=LDED TOo AND Two ANGELED ` -ATE AT ETM., 3"x 3/8" 1 T. POLE 6 STM. C 'AIN POLE �3 - A-3 PLAN VIEW OF SHOE -A _. I BTM OF A-3 SCALE:V-V-0 UU gar; USE 1str. I 7.R 6'P 6'P 6V 6'P O '61? 6P I rN U I1 I U B: IICho = Y� ` J ----- ---- , .I /- -- - - =:_ ------------------------------ - --- ------ ------------------------ --------------- -------------- ------ :: UE.l'NI LAAO OF AI- OG GROSS NORtZONTAL PROJECigN. 2SG ANLf:ATBOARDS-1E-T 1.HORZ OSA. ARALLEL TOLARTN-3a T-II LI SEAT. a - I P PERPENDICU Wt TO LENGTH-f 0 PLF OF JEAT. I d -_ TION AT Al:Y aCOn..�nTRwTED LOAD OF 3XM IN ANY DIRECT � r _ _ r r P01Ni. r.M LOAD OF 60 PLF H ANY T L HEI. >n c.VNIFJRM LOAD OF 60 PLF NONZ AT IWL HEIGHT AND 100 PLF i [AN N'+rARD.SIMULTA11E0US. '' ice— I I BLCtCHi NS='CCSIGNCU tG I+CCT ••� " N.Y.SitiC IN":USTPItL CCCC' RULC C.1,.5 I —_ _,T TMC RCOUIRCMENT OF Df N ^.CPG 10;CHAPTCR t 6LCeCHCnS STEP C O II 1tT I a'P I ta•5' n.ol<r: a1<r.c<Re<<r<arUn V UZ_ � Ory 9PEOPLE O9PEOPLE wx QPLAN VIEW m� mounting tube for roiling – t 1;2" x 3" rectangle tube 3/16" wolf 166 PEOPLE(cil 1. FT. PERSQN O > – mLo roiling 1 1/4" square tube 3/ W 7) with 5/3" HR round uprightso w— Y� ni I � I o 16 x 26 -- ------ - -- - ccc.__-_'--'-.c_•'----- --ecce:=r _ __ --- - - -- - ------- ---------- ., _ �� I� i,,•,S� ,r I,I<. el rame roils _- - ---- - - ---- ------------------------- __.-------_-------_ - - -- — --- --- --- -- —_ ��----- —I � I l' r. ,�,y� n �,.y .,D ,rr%,.rr lL/„m.,,—�..,,,.. .I„ml,,,,m cn.r•n .. .I¢..[ . ... •.et v....... p(J0.)fa SVPPORI - Ur.y.Uar<:¢'IrW wC KlL Acis ELEVATION OF SIDE VIEW ° lf)saz, tongue — 6" x x i/4' wan ELEVATION OF BACK VIEW 6FO pNG SEC KN.G N a FCL— SPEEDY BLEACHER Q n EELS SPEEDY BLEACHER .la BEAAING POINTS MFG.KAY PMN RECREATION rM'CD fNOM TCRE fND - MIFG.KAY PIJirt REECREATION U C: ------ 44------------------------------------- ------------ -------------------------- ------ '4 ----- ----------------- ------- ------------------------ ------------------------- -------- -- ------ I------ -------- -------------------------- -------------- ----- ----- ------- 7— STEP LU p < 2= 13 PEOPLE 4'T 11 PEOPLE C) C)Z I:R (D =0-0 AISLE < LIJ V,x m <© ) TAPE To DEFINE m ALSLZ"AY PLAN VIEW mounting tube for railing 1 1/2" x 3" rectangle tube 3/16- oil ULE 36-3,7 C. [ER 4 2,bo IET THE��&IRNENT CF NFP�102 CHAPTER 222 PEOPLE 0 1.5FT. PERSON < >-Go a-C, U) railing 1 1/4" square tube 3/ C UJ -D I LL) with. 5/8" HR round uprights Is C y- U') ------ ELEVATION OF SIDE VIEW —E N^JDl ELCV.ON SHEET AS N O 16 x 26 Frame rails --------------------- ------ ------ -------------- --- ------------ ----- ------ --- ----------- ----------- 0 1 5 LOAD I1.DWLOS. BLEAcHERwEK�W -,,AO OF OF,A.SS N.aoOn--0,EcT—L .,�LM, 270 FEN=9 IW L&S.EA SEAT 100T�1)3 I"PIF. 59.600 Las. TOTA'-(w. Ip, 1Y PARALLEL TO LENGTH-2t P-F OF SEAT. ELEVATION OF BACK VIEW— :�s PERFENO UILA,R TO UENCTH-W PUF OF SEAT. tongue 6" x x 1/4" wall FOLDING SECTKNIS a.-1.— SPEEDY BLEACHER ­1—TJ1ATEDLOAD 01—INA I—EELS ANY DIRECTION AT ANY I-W -19 BEA—FOIT s LOAD OF W PIF IN ANY DIR�— Pi MY PAN[K RECREA� GR,LOAD OF PLY AT HEIGHT FI-F (A,E,,,OE—EK FULLY LOADED) SEAT&FOOT BOARD 9 5i8"x2" TOP of TENT /SIDE`NALL u STRINGER 2"x2"SQ. _- RAI'L;NG- O3/16j i3 4 x 3/15"TUBE p 2"VERT.AT SEAT BOARD 1 11_'SQ.X "-..BING��. .,I�I II _ I a"O.C. &FOOT BOARD 1 _Ik v c A ^'x 3/16" c q 7 7 1l j! �TUSi j TUBE v; Y j�5 i III 1"SQ.TI IB1NG ^ 1 12"x 3/16'TUBES SEAT WAGON BLEACHER-COMPLY WITH NEW YORK STATE DEPT. 14•x3/16•TUB I jl1 n' OF LABOR INDUSTRIAL CODE SECTIONS 36-3.7,C-1,2,3. J 4"°C—f"`.,1 �✓ 2X2 to STEP AT , j { r:_. . &CHAPTER 4 OF N.F.P.A. 102. TYP 'A" AISLE IS '1 30"WIDE VV/FOOT SCARD I ,fid – _'TUBE 2x2 FRAMING m – TUBE O II I \6'x2"TUBE co .—s I I _ 3Q ADJ. i LEG TYPE-91, C' 10" I - CONTINUOUS.rC.RZ. SC.TUBE =%'ENDING 0 U T:' ch SEATING WAGON SEICTION :CP Ppv.::1•(IOSEAiS) 1 SCALE: 1/2"=1'-0" o :r^ o j li Z � —7771 1 ". .– .. w z C; LLJ - -- — m r < I I � I,IyuE I I I "T(tiSBAT51 IS'Y 1 I t Ti'r54i51 -Sj a( :iq• 'I i TI ai�a rlvL• I,m I it SEAT WAGON#3(206 SEATS] SCALE: 1/4"=1'-0" �3 F OF Pra.t+0 d.Oc Ml1+G IXDS OP+'H�iOP OF T,=.`fr a C` — roPSF.r — 00 BACK VIEW OF FRAMING Q� Y SCALE: 1/4"=1'-0" SEAT & FOOT BOARD 9 5/8" x211 TOP OF TENT SIDE WALL STRINGER 2"x2" SQ. RAILING -- 1, 2" VERT. AT SEAT BOARD 1 '1/2" SQ. X 3/16" TUBING--- jil i ' !I -- '3/4 x 3/16 TUBE (; I '� jl Pte . ' 4" O.C. & FOOT BOARDI I 11/ irx3/16" 'ii p TUBE 1 " SQ. TUBING 1 1/2', X 3/16" TUBE-- - f {INCE---- 16" CA. f -j' 3/4.11 x 3/16' TUBE; ;I ,y JH ' --- _-- ---.. AllO.C. ;!:�,_: , .. i f�T- I; 2x2 ' STEP AT_ TYPE � cv I AISLE IS 3/16"--- 1 11 WIDE •I ._,: _.._-�{ .---, � -; 30" - ------- - -- W/FOOT BOARD ��~-� - 11 I 2'' TUEE _ ac 2x2 FRAMING m i I 2 i UFIE 6"-Y TUBE c� _ 2x2 ADJ. LEG I 14'-1 U 11 1. " - TYPE B CONTINUOUS. HORZ. 1" SCS. TUBE, _ EXTENDING OUT 4" f\Rr ./ // C 'UCr D ' '.M:i ,r - _._.....- .' * t i INFORMATION ON ELECTRICAL SPECIFICATIONS THERE ARE BREAKERS ON ALL CONNECTIONS ALL CABLES ARE S.O.W. -FOR OUTSIDE USE 20 AMP OUTLETS HAVE GFI ALL CIRCUITS/CABLES ARE GROUNDED BACK TO THE GENERATOR SYSTEM PASES INSPECTION IN: MD,MN,NY, PA, IL, TX, NII, OH, AR, MS, TN, KY, IN, MO, OK 06/04/2009 17:05 FAX 19786865408 - ST MICHAELS 0 002 BUILDING PERMIT NORth qN TOWN OF.NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Ail 4t Permit NO: Date Received +,Ta.• Date Issued: CeuS�� r. . IMPORTANT:Applicant must com Tete all items on this page I y TYPE OF IMPROVEMENT PROPOSED USE Residential Nan-Residential New Building One family Addition Two or more family Industrial Alteration No. of units: I Commercial Repair, replacement Assessory Bldg Others: Demolition Other, GlIQCL�S D L.T TL N 'L WOR l �s RE4Z%RED: Identification Please T e or P ' iea y�))--. 5��� �3 OWNER: Name: KELLY MILLER t�lfk' DlUIY. Phone: k- V/Address: S Q( C-7. QO3 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ES77MA TED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not hav-accessto the g u r,,an > d.. tyf,u ENCLOSURE 1, of