Loading...
HomeMy WebLinkAboutBuilding Permit #020 - 30 MASSACHUSETTS AVENUE 7/18/2009 I TOWN OF NORTH ANDOVER NORTh APPLICATION FOR PLAN EXAMINATION 0 ?04 etio Permit NO: ® �i Date Received O Date Issued: S�eHusE IMPORTANT: Applicant must complete all items on this page LOCATION :�Q MAz)5cc_tt"5 --6 _ Print PROPERTY OWN .),e r Print MAP NO.: PARCEL: ZONING DIS"rRICT: 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 Industrial 5(Alteration No. of units: Repair, replacement Assessory Bldg j Commercial - Demolition titovins;(relocation) a Other Others: —: Foundation only DESCRIPTION QF WORK TO BE PREFORMED _ �A-n e-,D�r rviC 2 L.�� of ��rr oel y, -1 r.F' Identification Please Type or Print Clearly) OWNER: Name: 11Z-er ��k• Phone: `l7,'7ZS--7j-r;o ,address: �® �(d�r�s � 2 7 Phone: CONTRACTOR Name. r n r.. :\ddress: 6-Z '4 0kEY0 Supervisor's Construction License: Os-e Z 3 Exp. Date: 47j/s'-.2ou 7 Hoare Impro`cnicrtt License: Exp. Date: .1RCI IITECT, ENGINEER Nanic: Phone: `ddress: Rog. No. FEE SCHEDULE:BULDING PElgi;4flT:,510.00 PER S1200.00 OF THE TOTAL ESTIMATED CO T BASED Opti ,5125.00 PER S.F. total Project Cost :S / Fgoo x12.00-=FEE:S 0 Check No 7i Receipt No. S I i 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 a Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses a Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit a Photo Copy of H.I.C. And C.S.L. Licenses a Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) a Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) n Building Permit Application u Certified Proposed Plot Plan a Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit a Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract j 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:INA'E'C1IONAL:4AN (T N 0F,11.111111ENT:IIPFOR\1115 I 'o tail 1 TYPE OF SEWERAGE DISPOSAL _ _ Tanning;"MassageiBody Art � �Swimmina Pools - Public Sewer _ Tobacco Sales Food Packaging Sales Well Permanent Dumpster on Site _ Private(septic tank,etc. Electric Meter location to project_ :VOTE: Persohhs emitractiag with huhregisterehl contractors do not have access to the guaraatp fund Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived '! Certified Plot Plan ❑ Stamped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM - - = DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit !� Other COMMENTS DATE REJECTED DATE APPROVED CONSERVATION '❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ -7 i CONINIENTS Zoning Board of Appeals: Variance. Petition No: Zonin`J Decision,receipt submitted }es Planning Board Decision: Comments Conservation Decision: Comments I �1 titer.�i Sewer connection,Signature& Date Driveway Permit Tcmp Dumpster on site yes 110 Fire Department signature;date Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Re aired Provided i Dimension Number of Stories: Totals square feet of floor area, based on Exterior dimensions. sons. Total land area, sq. ft.: NO'rE:S and DAT;x—(For department uSO I Locationt"�o M/XS�Gt No. 02,19 Date 7- v No�Th TOWN OF NORTH ANDOVER � 9 + 99 Certificate of Occupancy $ E�� Building/Frame Permit Fee $ J�cMus Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 62= �} N:�s �Uilding Inspector NORTH Town of 4Andover �,o = A dover, Mass., • OG COC NICMEWICK ^ ADRATED P"' �� `T BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 4 THIS CERTIFIES THAT.............)e$..1/ ........ ...N ................. °.......................... BUILDING INSPECTOR Foundation has permission to erect........................................ buildings on ..�..... Rough .... ........... ............... to be occupied as 19a0%...c.........A. • Chimney provided that the person accepting 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 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 ® PERMIT' EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION S EL E CTRICAL INSPECTOR Rough ....ItBeDIM ........ Service INPE Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. WIND AND SNOW LOAD CALCULATIONS FOR LAWRENCE SAVINGS BANK LOCATED IN MASSACHUSETTS HERITAGE INDUSTRIES WAYNE, NEBRASKA (JOB # 27713) �yI"OF MICHAEL T.�Oy � DeBOER , CIVIL y No 40948 JULY 109 2006 AP°x sGSTE 211 �v-� 4-11 ENTRY AT DOOR i ACCE55 DOOR lad' 60 AMP r—xl• r.- x�•� UCAL -- _ 5UD-PnC SUB-PANEL I I DAC-T ILIIAII NLLIGMT[R N I SIGNAL[ I I -111 ANGl1 14GA 51[[L vlmR DIFBOLD WALL YAKL5 OPTNA 740 M AUTC%iOTIV • Yaw CIN15h 120' m Mule FLOOR PLAN w/ATM O 1 I ,- IN USER PO51TION 60OAMP MP - - ---- - �- ELECTRICAL 5MD"Wl 5U5-PANEL; EpppR IX/MY[R GUARDS / NTR o RFMOVABIf o ACCC55 ODOR _ 0 0 60 AMP o ELECTRICAL -- -- SUB-PANEL 1 1 1 1 i � `♦ 1 FRONT ELEVATION -- SCALE:3W- I' rnu�nTu " FLOOR PLAN w/ATM IN - 900 SERVICE PO51TION HERITAGE DEALER: TM5 DE51GN SERVICES K105K MODEL# F013#27713 DATE G/12100 DWN MD REV ADDRESS: 7905 "L" 5T#1 10 546 I ATM DESIGNED FOR: LAWRENCE SAVINGS BANK the woad Leader In A711t Kiosks OMAHA, NE G51 27 DIEBOLD 740 ADDRESS: MA PAGE# STATE OF MASSACHUSETTS SITE LAWRENCE SAVINGS BANK JOB NO.: 27713 MODEL 546 WIND LOADING CALULATIONS WIND SPEED: 120 MPH EXPOSURE: C HORIZONTAL WIND LOAD: 34.76 PSF VERTICAL WIND LOAD: 78.848 PSF CHECK HORIZONTAL WIND LOADING LENGTH OF ATM: 10.67 FT HEIGHT OF ATM: 8.5 FT. HORIZONTAL LOAD: 3152.558 LBS MOMENT DUE TO HORIZONTAL WIND: MOMENT ARM: 5.7 FT. (2/3 OF HEIGHT) MOMENT: 17969.58 FT-LBS 215635 IN-LBS MOMENT DUE TO VERTICAL WIND: MOMENT ARM: 2 FT. WIDTH OF ATM 4 FT. LENGTH OF ATM 10.67 FT. TOTAL LOAD: 3365.233 LBS. TOTAL MOMENT(VERTICAL) 6730.465 FT-LBS 80765.58 IN-LBS TOTAL MOMENT: 24700.05 FT-LBS 296400.6 IN-LBS CONSERVATIVE RESISTING MOMENT(ANCHOR BOLTS) NUMBER OF A.B.'S 3 BOLTS CAPACITY PER BOLT 4280 LBS MOMENT ARM 4 FT. RESISTING MOMENT: 51360 FT-LBS O.K. > 24700 FT-LBS a F STATE OF MASSACHUSETTS SITE LAWRENCE SAVINGS BANK PROJECT NO: 27713 MODEL 546 TENSION IN ANCHOR BOLTS: NUMBER OF ANCHOR BOLTS: 3 PER SIDE TOTAL MOMENT IN ATM: 296400 IN—LBS MOMENT ARM FOR BOLTS: 43 IN. TENSION IN BOLTS: 6893.023 LBS. CAPACITY OF A.B.'S: 4280 LBS. NUMBER OF A.B.'S , TENSION 3 LOAD PER A.B., TENSION: 2297.674 LBS. ANCHOR BOLTS IN TENSION SHEAR IN ANCHOR BOLTS: HORIZONTAL LOAD FROM ATM: 3152.6 LBS TOTAL NUMBER OF ANCHOR BOLTS: 6 BOLTS SHEAR LOAD/BOLT: 525.4333 LBS CAPACITY OF BOLT: 2350 LBS BOLTS OK IN SHEAR COMBINED SHEAR AND TENSION ACTUAL TENSION + ACTUAL SHEAR = 0.760428 < 1.0 ALLOW TENSION ALLOW. SHEAR OX IN COMBINED LOADING STATE OF MASSACHUSETTS LAWRENCE SAVINGS BANK PROJECT NO. 27713 MODEL 546 DESIGN PARAMETERS FOR"Z"JOISTS USE 1.5"X 3"X 1.5""Z"JOIST: (12 GAGE) A= 0.627 IN^2 Sx= 0.156 IN A 3 Ix= 0.235 IN^4 ROOF LOADING LIVE LOAD: 50 PSF DEAD LOAD: 20 PSF TOTAL LOAD: 70 PSF CAPACITY OF ROOF JOISTS: ALLOW. MOMENT: 24000 PSI *0.156 IN^3= 3744 IN-LBS UNIFORM LOAD: 70 PSF " 1.33' SPACING = 93.33 LBS/FT 7.77 LBS/IN LENGTH OF JOIST: 48 IN 4 FT MOMENT PER JOIST: 2240 IN-LBS JOIST ARE ACCEPTABLE STATE OF MASSACHUSETTS LAWRENCE SAVINGS BANK PROJECT NO: 27713 MODEL 546 CHECK FOUNDATION FOR OVERTURNING OVERTURNING MOMENT DUE TO ATM: HEIGHT OF ATM: 8.5 FT. WIDTH OF ATM: 10.5 FT. WIND PRESSURE: 34.76 PSF WIND LOAD ATM: 3102.33 LBS MOMENT : 13184.9 FT-LBS TOTAL MOMENT ON FOUNDATION: 13184.9 FT-LBS FOUNDATION SIZE: LENGTH OF FOUNDATION: 14 FT. WIDTH OF FOUNDATION 4.58 FT. DEPTH OF FOUNDATION: 2 FT. MINIMUM TOTAL WEIGHT OF FOUNDATION: 19236 LBS RESISTING MOMENT: 44050.44 FT-LBS O.K. IN OVERTURNING SAFETY FACTOR = 44050.44/ 13184.9 = 3.34 GREATER THAN 1.5 IT IS RECOMMENDED TO GET A SOILS REPORT FOR ACTUAL DESIGN. ACTUAL FOUNDATION DESIGN BY OTHERS. THIS IS AN APPROXIMATION FOR OVERTURNING ONLY. THIS WOULD BE A MINIMUM FOR A MAT TYPE FOUNDATION. .,• ,sycr - - r.1 {N ` �L NCHOR a FAST.— EASY — SIMPLE The CONSERT INSTALLATION MADE SIMPLE For heavy duly applications the ALL ANCHOR Is the r^ ANCHOR SYSTEM with either new and Improved way of anchoring most anything to T CONSERT .:p concrete or concretQ block. Unliko some other anchors, Jam. ALL ANCHOR does not: twist off during Installation, J was developed to replace plastic TOOL I and It eliminates guess work when anchor Is properly expansion anchors, plugs, and set. screws resulting Irl more stable j and satisfactory anchoring of I many job requirements. 1. Extend and lock bit In desired depth notch. r 2. Drill-hole sufficient depth:If malerlal being fastened This COrlCfet@ SCfeW anchor is light gauge metal or wood, you may drill through _ Was especially designed to and directly Into concrete. literally Cut threads In a pre- 3. Retract bit, Insert hex head screw Into hoad of tool I, D1111 holo of sufficient dopth using same 31194 ALL-DRILL as f drilled hole and then set Itself. and set screw, If Phillips head Is being usud. Insert anchor boing Installed. flolu deopw than anchor length Is not critical. It works equally Well In poured Phillips adapter and set In same manner. 2. Turn nut on anchor as required. May be flush with top or turned concrete, Concrete block, or on fully to provide 3lud linish. CONSERT 3. With nut,washer, and se!-pill In place, Insert anchor Into hole. masonry. Conseil Tool II 4. U31no a 2-lb. hammer, set pin with several sharp and square TOOL II & III strikes on head of pin until pin Is flush with top of anchor. llvallable In Phillips or Hex Head Anchor Is now properly set. Phillipa Drlvar S. No need to torque nut to sot anchor, 1/4** x 1" 1/4" x 3" WARNING: Wear.eye prolectios. 114" x 1 1/4" 1/4" x 3 112" O all Holder with all Ultimate UI"^tale 1/4" x 1 1/2" 1/4" x 4" 1. Insert Hex Bit Holder with Bit Into Conserl Tool II. Anchor Size 'Pull Out •shear Jlrenglh I/4" x 2" 1/4" x41/2" 1/4" x 2 1/2" 2. Drill hole desired depth. It material being fastened Is 114" x 1 3/4" f100 lbs. 1150 lbs. light gauge metal or wood, you may drill Ihrough 1/4" x 2 3/8" 1030 lbs. 850 lbs. riot available In PI111IIp3 Head. and direct) Into concrete. Y 5/16" x 2 3/4" 1960 lbs. 1550 lbs. TEST RESULTS 3. Remove Bit Holder with Olt from Consort Tool 11. 318" x 2 318" 2040 lbs. 3120 lbs. When removing grasp bit holder place only as end of 318" x 3 112" 2740 lbs. 2640 lbs. ultimate ultimate bit may be hot. „•,a •Pu11 Out 'Show Strength 112" x 3 112" 3620 lbs. 5430 lbs, Paulen Concrete Poured Concrete 4• Hex Head Consert Screw may now be set by using c.-.,Ole UIOCk concrete Block Consort Tool 11. For Phillips Head Coltsoil, place 1/2" x 4 3/4" 4290 lbs. 5030 lbs.. ]r4" 160 3`,O 800 800 Phillips driver Into Consert Tool II and sol screw. 518" x 4" 6250 lbs. 5000 lbs. 518" x 6" 7900 lbs. 6100 lbs. I_r�" 1670 680 1200 1390 NOTE: A 318" variable speed drill operating al 400-800 314" x 5" 101300 lbs. 8050 lbs. RPM la recommended for both tools. Hammer drills l rn4 above tests were conduclW by and under exclusive NOTE: There. above 10313 weconducted by land under exclusive r,i 1—.n G11y testing of Sl. Paul, Minnesota In accordante may also be used for drilling glial 1►oles, however, drill control of Twin City Tiding of Sl. Paul, Minnesota In accordance ...-.unally accepted Standards for testing expansion anchors should ba reset Into regular drill operation for selling with nationally accepted standards for lading expansion anchors In ..six. 11-03. values solve only es a guide and cannot be Con-Serf Anchor. concrete. These values servo only as a guide and cannot be • .:.,.,. festa ware conduclr.J 11. 4710 PSI concrete. ouaranleod. 'Tests were conductud In 2700 PSI concrete. r. 11 U. lt.port 340. 4104 WARNING: Wear eye protection. REF. I.C.B.O. Ripon No. 4104 I ENTRY I ATM DOOR ACCE55 i I DOOR GO AMP z r 74• z I — If AC 5U[3-PANEL I I BACKLIT I LEXAN HILIGHTER b SIGNAGE I WIDE ANGLE 14GA STEEL VIEWER DIEBOLD WALL PANELS OPTEVA 740 wl AUTOMOTIVE 125" • U PAINT FINI511 - KEMLITE FLOOR PLAN w/ ATM INTERIOR IN U5EK P051TION �3GO AMP ELECTRICAL ENTRY 1 ® 5U[3-PANEL DOOR g soup vwn I BUMPER GUARDS I o REMOVABLE ACCE55 DOOR 0 60 AMP o ELECTRICAL -- --- 5UB-PANEL v I I m I � Qe I e. I FRONT ELEVATION �=% SCALE: 3/8" = 1' FILLER PIECE FOR ELECTRICAL WALL lD FLOOR PLAN w/ ATM IN 900 SERVICE POSITION �� iw of yqs � o MICOiAEL T. o DeaOER m� CIVIL No 409480 � APo RFGIsTE �`�`�• FSSIONAL EAG DEALER: TMS DE51GN SERVICES K105K MODEL# JOB# 27713 DATE G/12/OG DWN MD REV HERITAGEADDRESS: 7905 "L" 5T # I 10 54G DESIGNED F A ING5 BANK I OR• LAWRENCE E 5 V OMAHA, NE G8 1 27 ATM R C The World Leader in ATM Kiosks DIEBOLD 740 ADDRE55: MA PAGE# 125' 43 � b AC GRID I1� WIDE ANGLE VIEWER RECESSED DOOR PULL hINGED ATM ACCE55 DOOR O R2"CORNERSENTPY Q DOOR O ELECTRICAL 0 ACCE55 DOOR RIGHT ELEVATION REAR ELEVATION LEFT ELEVATION SCALE:,3/8" = I' SCALE: 3/8" = 1' SCALE: 3/8" = 1' OF'�ASs9 MICE AEL T. 0 DeB.0ER m CIVIL N No 40948 RFG/STERE SSS/ONAL EAG / /Z7-- DEALER: TMS DESIGN SERVICES KIOSK MODEL# JOB# 277 13 DATE 6/12/06 DWN MD REV HERITAGE2 ADDRESS: 7905 "L" ST # 110 546 DESIGNED FOR: LAWRENCE SAVINGS BANK OMAHA, NE G81 27 ATM R The World Leader in ATM Kiosks DIEBOLD 740 ADDRESS: MA PAGE# ELECTRICAL NOTES: FLUORE5CENT, SURFACE MTD, HERITAGE INDUSTRIES HAS INSTALLED THE BUILDING 2 FT 2-LAMP, I F20 BALLAST. G.E. AC MODEL (TYPICAL FOR 2) zoT 1 2/Cw AJC51 ODCM I ELECTRICAL SYSTEM TO THE ELECTRICAL PANEL. IT 5WITCH 4.9 AMP 230 VOLT MARLEY HEATER GOAMP (12/2. 1/2"FC) U.L.LEBELED 15 THE SITE CONTRACTORS RESPONSIBILITY TO FURNISH MODEL#K484A ELECTRICAL 9900 BTU/H AND INSTALL THE ELECTRICAL SERVICE AND METERING 20 AMP 240/208 V AC PANEL'A' TO THE BUILDING, MAKING CONNECTIONS TO THE 60tiz I PH U.L.LABELED AUX. HEATERIG,378BTU/M ELECTRICAL PANEL THROUGH THE PROVIDED RACEWAY. MARLEYMODEL #C1512T2A 120V HERITAGE PROVIDES TWO OTHER RACEWAYS IN THE SECURITY DATA A-12B 12.5A GO(1Z I 20A 125V U.L.LABELED BUILDING: 1 . PHONE/DATA AND 2. SECURITY. 112/2.1/2FC1P---- 5000BTU/H SITE CONTRACTOR IS RESPONSIBLE FOR BRINGING THERM05TAT I GENERAL A-10 1 120V, 20A, DUPLEX SERVICE TO THE BUILDING, AND PULLING ALL WIRE5 20A 125V I A-4 RECEPTACLE FOR AUX HEATER 11 I THROUGH THE PROVIDED RACEWAYS FOR PHONE, 212.f/2-1c) > l l z l DATA AND 5ECURITY. TIMER A-5'7 MODEM 112,2,112'FC, A-9,I * AC A-81 20A 125V MESS.TUBE A-G t (12/2, 1/2°FC) E1(TEPJOR OUTLET 20A 125V ATM CONDUIT DROPS <1212.1/2TQ BY HERITAGE TO 20A 125V 8"ABOVE FLOOR (12/2, 1/2"FC) OUTLET 24'HIGH ELECTRICAL PLAN 20A 250V ACCESS PANEL (12/3, 112—FC) HIGHLIGHTER 20A 125V CONDUIT (12/2. 1/2"FC) CONNECTIONS BY OTHERS TOP OF NOTES: HEATER CONCRETE 112" C = 112" MC CABLEBOX BLOCK OUT 12/3 = 3 RUNS #12 AWG THWN OR THHN COPPER WIRE IN CONCRtTE PANEL BOX GROUNDED TO BUILDING FRAME WITH TIMER SECURITY HOLDFLUS TOP BOX RECP. OFCON/CRETE #G AWG THWN OR THHN COPPER WIRE 1 1/4" FEEDER CONDUIT AND #G COPPER GROUND WIRE ARE SECURITY SIZED FOR#i AWG FEEDER CONDUCTORS MAX. r-- CONTROL J.B. ALL ELECTRICAL DEVISES AND EQUIPMENT TO BE U.L. LABELED TRAN5FORMER E GENERAL UTILITY CONNECTION DETAIL CONTACTOR BOX L__ RECD. (outside) GO AMP ELECTRICAL PANEL "A" DIAGRAM 120/240 VOLT SINGLE PHA5E GENERAL PANEL 5ECURITYi RECP. BOX PHONE J.B. CIR. LOAD BREAKER CONNECTED WIRE A B CIR. LOAD BREAKER CONNECTED WIRE A B (outside) (outside) # DE5CRIPTION TYPE LOAD AMPS 51ZE PHA5E PHA5E # DE5CRIPTION TYPE LOAD AMP5 51ZE PHA5E PHA5E DATA J.13. I 2 (breaker retainer) - MAIN 2p/GOA 3 ' 4 AUX. HEAT 1 p/20A 12.G 12 X #G COPPER WIRE I°CONDUIT GROUND TO BUILDING FOR 5ECURITY 5 20 10 X 6 TIMER I p/20A 13.3 12 X I'CONDUIT HEAT 2p/30A FOR DATA 7 20 10 X 8 ATM I p/20A 7.4 12 X I12°PVC 1-1/4°CONDUIT 9 4.9 12 X I OA DUPLEX RECD. I /20A 3.6 12 1 X FOR GROUND FOR ELECTRICAL A.C. 2p/20A 1013 DUPLEX RECD. I /20A 3,G 12 X I I 4.9 12 X 12A TRANSFORMER I /20A 1 .45 1 12 X 1213, LIGHTS * GENERAL I /20A 3 12 x ELECTRICAL WALL DEALER: TMS DESIGN SERVICES K105K54MODEL# JOB# 2771; DATE G/1 2/OG DWN MD REV HERITAGE ADDRESS: 7905 1"I ST # I 1O 3 � The World Leader in ATM Kiosks OMAHA, NE 681 27 ATM DESIGNED FOR: LAWRENCE SAVINGS BANK DIEBOLD 740 ADDRESS: MA PAGE# a FOUNDATION NOTES OUTLINE OF BUILDING THE DE51GN AND CONSTRUCTION OF FOOTINGS AND FOUNDATIONS ARE THE 51TE CONTRACTOR5' ________________________________, C9 RESPONSIBILITY AND SHALL CONFORM WITH ALL LOCAL BUILDING CODE REQUIREMENTS. FOUNDATIONS i-----------; o —� 1"CONDUIT FOR DATA i MUST MEET LAYOUT DIMEN51ON5 PROVIDED. DIMENSIONS BLOCK OUT IN I o - 1"CONDUIT FOR SECURITY I SUCH A5 FOOTING AND FOUNDATION WALL 51ZE MAY BE CONCRETE FOR � I I/4"CONDUIT FOR ELECTRICAL I UTILITY COND. ; CHANGED TO CONFORM TO LOCAL REQUIREMENTS. (HOLD ALL BUILDING DE51GN LOADS WILL IMP05E A LOAD OF CONDUITS I d FLUSH WITH `� 4„ 1200 POUNDS PER LINEAL FOOT ON TOP OF THE TOP OF FOUNDATION WALL. CONCRETE) G" m i NOTE — I 15LAND (AT K105K LOCATION) MUST BE LEVEL ------ ----J�-----------� FRONT OF BUILDING rJ LEFT TO RIGHT AND FRONT TO BACK 32 112 LEAVE C E"AR FOUNDATION PLAN FOR ACCESS DOOR OPENING 1 2GA STEEL ROOF 1112"X 3"X 1 1/2" 12 GA "Z"CHANNEL CEILING JOISTS I G"O.C. .01 AC S LEXAN G.E. SIGNAGE 3 I/2"KRAFT BACKED FIBERGLASS 00 0 $ BATT INSULATION R-1 3 o LIGHT SOURCE CAULK 3/8"WHITE WOOD PANEL 1/8"PREFINI5HED DOWNLIGHTING 55 MIN. 1/2"x 4 1/2" HARDBOARD INTERIOR MASONRY ANCHORS 14GA STEEL (3 PER SIDE) WEATHER STRIP WALL PANELS w/ AUTOMOTIVE PAINT t�� ❑ ❑ ❑ CONCRETE CLEAR COAT REVOLVING WALL ISLAND CELOTEX THERMAX SHEATHING DIEBOLD DRIVE 1 1/2"FOM INSULATION OPTEVA R-1 O.a 740 cn tJ� RUBBtuz ER p O . TILE FLOOR O � U pTURNTABLE I OGA STEEL w < FLOOR DECK U CJ WEATHE + OFA4gs O 2"BAR CHANNEL o��MICHAEL T��yc o FLOOR JOISTS �� DeROER � CIVIL in FOUNDATION SECTION LEVELING LEGS No 40948 ANCHOR BOLTS -a�, ,Q Dc FG/STERE��• SECTION NA ENG DEALER: TMS DESIGN SERVICES 0 K105K MODEL# JOB# 27713 DATE G/12/OG DWN MD REV 4 HERITAGE ADDRESS: 7905 "L" ST # I I O ATM I EDF AVINGS BANK � OMAHA, NE G8 127 ATM DES GN OR: LAWRENCE S The World Leader in ATM Kiosks DIEBOLD 740 ADDRESS: MA PAGE# " 128„ 55G KIOSK PANEL LAYOUT I 16. 43" 51ZE QTY. 21' 74• —2 1" 6 112" 30. ..... A 17-7/8"W x 4" x 100"H CUSTOM IN51DE CORNER S.S. 1 II I II 1 B 25-112"W x 100"H WALL I I I U C 3-1/8"W x 7"W x 74"H N05E SIDE 2 ® O I I E ® I 112" cv D 5 x 3 NOSE TOP I I I AC � E 500-1 I/2"W x x 30 30"H HEADER I 100"11 OPENING N G 7"W x 3-1/8"D x 74'0 CORN ER 5.5. 2 33° H 53-5/8"W x 71"H DOOR I I 54"W x 28- RAD1us12"W I/2"H HEADER I J 1 2"W x 100"H WALL I X B O _ M K 29-5/8"W x 80-112"H DOOR 2 cc L 30"W x 19"H HEADER 2 7' 21" 7' M 38-13/1 6"W x 68-1/2"H TURNTABLE FACE I p O TYPICAL CORNER PANEL N 18"W x G7-1/2"H TURNTABLE SIDE I 24 1/4" BREAK 2 SIDES P 45"W x G7-1/211 TURNTABLE WRAP I R 50"W x 40"W TURNTABLE ROOF I G o G 5 20-5/8"W x 22-13/1 6"H REMOVABLE PANEL 5.5. 1 m C O O T 30"W x 77-1/2"H WALL I r <D <D U 30"W x 6-1/2" HEADER I V-1 2 1"W x 28"H HEADER I 1 - V 20-5/8"W x 71-1/2"H DOOR I 20 5/8" 1 r W 6-1/2"W x 24"W x 100"H CORNER I ao s X 2 1"W x 2 1"H HEADER 5.5. PANEL I Y 4"WIDE FILLER PIECE(SEE RICH OR ANDY) I N O N N Z 33"W x 29-3/4"H HEADER I N # 8"D x 2 1"W x 20"11 HILIGHTER CORNER 2 -- -------- % I-1/2"TUBE 74"LONG 2 7-3/4"x 1 15-3/4" HILIGHTER ROOF t SOFFIT 2 FRONT ELEVATION RIGHT ELEVATION TYPICAL BREAEAK 4LLSIDES 5-1/2"WxG9-7/8"W FILLER PANEL I 4 6"W x 69-7/8"W FILLER PANEL I 128" 42-3/4"W x 127-3/4"W ROOF PANEL I 1-1 2" -i 30"---I 24" I---43" -1 43"W x 87"W FLOOR PANEL I 43"W x 41"W FLOOR PANEL I O © © KEEP CEILING RAFTERS N CLEAR FOR MESSENGER TUBE 128" N N �n 24„ 30"CW.O. 12" W.O. 8" - C) F K C ® ® © O 0 0 F o OO N O N 54 5/1 G" 7" 7" O 205/8 1-4 38 13/1 G" T o K © I"GAP 112'GAP OU O O / O (I/4'GPP d 16" / \ O 3/4'ANGLE) SH OF 18"-�—t ^ ® SSy MIC. ELT. �yc s x C 0 ® © ' o OER U r�VIL N N 1-72 No X10948 s 2 I"SII 7" 28 112" 50 1/2" 'Q-0 STE\k 7" 41"- REAR "REAR ELEVATION LEFT ELEVATION FLOOR PLAN ' DEALER: TMS DESIGN SERVICES K105K MODEL# JOB# 277 1 3 DATE G/12/OG DWN MD REV HERITAGEADDRESS: 7905 "L" ST # 110 54G 5 The World Leader in ATM Kiosks OMAHA, NE G81 27 ATM DESIGNED FOR: LAWRENCE SAVINGS BANK DIE13OLD 740 ADDRESS: MA PAGE# 4 125" O — N — � O 91/4" 103/4" N Deck Leveling 5y5tem Detail cm It N R2" CORNERS 12112" 14- Ln 11" 12° 19' 12° 16il I G" 1 2 1/2" 2" x 2" 5Q. TUBING FILLET WELD `0 ° 3/4" BEARING PLATE O CUPLING NUT 2" CHANNEL �p 2"TUBING — N _ ANCHOR PLATE 2" x 3" x 1/4" ANGLE 6" 22 1 5/1 G" I OGA STEEL DECK ----------- LEVELER BOLTS E17=CUPLING NUT o --------- o FILLET WELD 2"x I-1/2"H TUBE 2"TUBING 50 WATER CAN DRAIN 5 7/8°- _ OUT 54 5/1 G" m 112"x 2"BOLT 41" ,5 7" 20 112 17 1/2' Deck Anchor Detail 33 1/4" FILLET WELD v AROUND PERIMETER - N v 2"x 3"x 1/4"ANGLE m 1-1/4'HOLE CUT IN FLOOR 22 15/1 G" ^ d 3/4"HOLE CUT IN ANGLE _---___- 2"TU13ING 41/2"TUBf FILLET WELD ------ -- AROUND PERIMETER t IJ 2"x I OGA STEEL DECK FOR MOwnfinnR SUPPORT m OF tilgs . BUILD TWO SEPARATE 58 1/2" 1-1/4"HOLE CUT IN FLOOR 1 DECKS AND ATTACH THEM �o MICPELT. tiG (HATCHED AREA 15 GG 112" U DecIOLR cn .w 2"TUBING 2"x 1-112"TUBE) 120 112" A No 409488 3/4"HOLE CUT IN ANGLE 23 112" ass/ONA1 EaG 2"x 3"x 114"ANGLE DECK PLAN iJ /-el DEALER: TMS DESIGN SERVICES KIOSK MODEL# JOB# 27713 DATE G/12/OG DWN MD REV HERITAGEADDRESS: 7905 "L" ST # I 1 0 54G ATM DESIGNED FOR: LAWRENCE SAVINGS BANK The World Leader in ATM Kiosks OMAHA, NE G8 1 27 DIEBOLD 740 ADDRESS: MA PAGE#