The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANS 25 C! 0 C B A GENERAL NOTE5: I. CONSTRUCTION SHALL CONFORM TO THE CODE INDICATED ON THI5 SHEET. 2. NOT FOR HUMAN OCCUPANCY. KIO5K DOORS INTENDED FOR EQUIPMENT MAINTENANCE ONLY B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 4. THESE PLANS ARE INCOMPLETE WITHOUT THE SETUP IN5TRUCTION5. SET UP IN5TRUGTION5 ARE LOCATED IN THE K105K HARDWARE PACK INSIDE THE KIOSK. 5. SEE NOTES ON FOUNDATION SHEET FOR SPECIFICATIONS. ANCHOR NOTE5 I. EXPANSIOWADHE5IVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR IGG REPORT. 2. PERIODIC SPECIAL INSPECTION 15,REQUIRED. VERIFICATION OF THE FOLLOWING 15 REQUIRED DURING SPECIAL INSPECTION: A. ANCHOR TYPE AND DIMENSIONS. B. CONCRETE TYPE AND COMPRESSIVE STRENGTH. C. HOLE DII-EN51ON5 AND HOLE GLEANING PROCEDURES, D. ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR EMBEDMENT DEPTH, AND TIGHTENING TORQUE. E. COMPLIANCE WITH MANUFACTURER'S RBL15HED INSTALLATION INSTRUCTIONS. 3. WHEN INSTALLING DRILLED IN ANCHOR5 IN EXISTING CONCRETE AVOID GUTTING OR DAK66ING EXI5TING REINFORCING BARS. 4. ANCHOR USED WITH ADHESIVES MUST BE ZING COATED, FULLY THREADED ROD CONFORMING TO ASTM FI554, A56 OR ASTM AIg3 GRADE BT. 517E AS INDICATED IN THESE DRAWINGS. 5. ANGHOR5 INDICATED HEREIN SHALL BE ONE OF THE FOLLOWING OPTIONS: EXPANSION (5/4" 49 MFR BOLT IGG E5 IN5TALLATION REPORT TORQUE HILTI K 41K BOLT TZ 191'7 110 FT-LB5 51MP50N 5TRON5 BOLT-2 5057 I50 FT-LB5 ITW REDHEAD TRUBOLT + 5-172 100 F7-L55 DEWALT PO ER5TUD+ 2502 110 FT-L55 ADHE51 VE (5/4" (P ROD) IGG E5 MAXIMUM MFR PRODUCT NAME REPORT TIGHTENING TORQUE HILT] HIT-HY200---3101--100-FT-L'BS 51MP50N SET-XP 2508 45 FT-LB5 DEWALT PURE 110+ 52g8 60 FT-LB5 TM ID- PJ1394 DESIGN CRITERIA THIS ATM ENCLOSURE, ANCHORAGE AND FOUNDATION ARE DESIGNED TO MEET THE FOLLOWING CRITERIA BASED ON TFE LISTED LOCATION: LOCATION: PRIMA VISTA AT US I DU 1520 5 U5 HWY I PORT ST WGIE FL 5462 BUILDING CODE 2011 FLORIDA BUILDING CODE (2015 IBG) ROOF LIVE LOAD 20 PSF ROOF 5NOW LOAD 0 P5F WIND SPEED `/uLT I60 MPH `/A5a ' 124 MPH WIND EXPORRE C SEISMIC 5m .055 501 .045 51TE GLASS D 5E15MIG DESIGN CATEGORY D 501L BEARING PRE55URE MINIMUM REQUIRED PER TABLE I50b2 PR05T DEPTH SEE SECTION I130g5 EXCEPTION WHERE APPLICABLE ANY 1;ZE-U5E OF THESE DRAWINGS FOR LOCATIONS OTHER THAN THE INDICATED LOCATION, 15 PROHIBITED UNLESS REVIEWED AND DEEMED SUITABLE BY A RE615TERED PROFESSIONAL ENGINEER. ../ PRIMA VISTA AT U5 1 '320 5 US HWY I POINT 2 SYMMIURAL ENUMM, INC, W01 SUSMS DR SUSS 100 6ACiU6fl=NT0, CA SM20 1S18Fd8rS200 (918/46re212 (FAX) E * No. 710 � Lair ATE OF ; <U, E COMPANION IOi1N- IQ11N flLLT I0MYfNISOY FMSWi9U F.Ut � (!Vp Wtii;T TH81QE I lBT)1'/9DO(N COVER SHEET - 1/24/2018 3868 1 OF 6 C f7 A I THE WOF MATION CONTAHM N THS DRAWNO IS THE SOLE PROPERTY OF COMPANON SYSTEMS ANY Ra-RODUCTI N1 N PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF COMPANON SYSTEMS IS PROHSITED. I 4 13 R C G A ALUMI WITH � WELDED ALUMINUM CANOPY WITH RAIN GUTTER 5YSTEM DOWNLIGHTING (OPTIONAL ALUMINUM BACK PANEL HALO LIGHTING) WITH LOUVERED VENTING WDID STEEL STRUCTURAL FRAME WITH STORAGE BOX 0 TM ID- PJ1394 ID r - POINT 2 O smucnKli mamma. INC. O - SAC A sIIgNEBS DR 81117E f00 SACSANE:NTO, CA FI6uo (81BFC62.8200 ® ALUMINUM DEPARTURE PANEL " ( eFA62-sziz (FAM 3 WITH AGGE55 DOOR 8 AN 2 g 2018 s e A/G DUCT FOR STORA5E ,`1,1111111111111Ft111,I,I .`4OQ`PO G E NOS `��L��'•. 0 6 * :AS 710 CONCRETE FOUNDATION _ eIe" SEE SHEET 5 ='L EL ATE OF lu PRIMA VISTA AT US I -- — ''as/ �.•`� 1520 5 US HWY I PORT ST LUCIE, FL 54952 COMPANION A W. =r -t WT1AMWMe FNt 1(BOp II0Y8WJ T68F�E 1 l9lll TJ941b 1/24/2018 EXPLODED VIEW 3666 30F6 TF£ NFORNFATION COM'AtEr) N TNs DRAWNO Is TF£ SOLE PROPERTY OF CONPANON SYSTEMS ANY REPRODUCTION N PART OR WHOLE VATHOW TF£ WRfrrEN PERN MON OF COWANON sYSTENS IS PROFtB= A m c A TM ID, PJ1394 9 41I■ 3/Ib" A-56 FORMED ANGLE (SEVEN PLACES) " A 2" X 2" X I/8" WALL STEEL TUBING UNDER 3" X 4" ANGLE H55 BEYOND ,EGTION A -A GALE: NITS 8X .453Q FOR 3/8"-Ib X 1 1/2" HHCS GRADE 5 HARDWARE =14 POINT 2 JOB No. G5lb-021 <' POINT 2 A STRUCTUK BUEM, INC. 0107 sUSNEss 0R UnE 10o (91CpM,¢NTC, CA 85820 1sisF4sFSWO U06/ 462-82I2 (FM FRAME TO CANOPY CONNECTION DETAIL N 2 9 20t�,,,,,,,,,,,„�• MR M[ NOTE: G E ,.`�Q�•' 1) MATERIALS: °• STEEL (A-3b PLATE STEEL AND A500 GRADE B STEEL TUBING)* g' 10�': *' ELECTRODE (E IOXX TYPICAL) 2) ALL STEEL TUBING GETS 1/4' FILLET HELD ALL AROUND, 33 �= :• g OF i ALONG ANY CONNECTING EDGE. t �e\•. '.,` 3) ALL PLATE STEEL PARTS GET A 1/4" FILLET STITCH MELDED ( 1-4) �j (p R p Q :\_, 1/8" A-36 ALONS ANY CONNECTING EDGE. PRIMA VISTA AT US I '''is/O • '4,418NAL��„�•• MOUNTINS PLATE 4) FINISH: IRON PHOSPHATE WASH 1520 5 US HWY 1 e _ (FOUR PLACES) POWDER COAT - SKY WHITE PORT ST LUGIE, FL 54 p q e 11 b"O HOLES Typ3 1/44"" � 3� PLATE 5) APPROXIMATE WEIGHT = 265 POUND5 CO IVi PA N I O N 3/4" X 3/4" ALL TUBE MEMBERS m FAC � ICCD >91-S91 l9HMPE � f9111 RiD6ME A-56 PLATE 2" X 2" X 1/5' WALL o V24/2018 (BOTH SIDES) A515 STEEL TUBING e FRAME CONNECTION sass 4OF6 THE NFOWATM CONTANED N THIS DRAWNS IS THE SOLE PROPERTY OF COWANON SYSTEMS ANY FSPRODUCTION N PART OR WHOLE WNHOUT THE WKr EN PEAMSSICN OF COWANON SYSTEMS IS PROHIBITED. 0 — c M 4 ATM ID- PJ1394 0 0 0 LJo p ANCHORS WITHIN 0'-b" 0 D OF RACEWAY DEPRESSIONS SHALL HAVE 4 3/4" EMBEDMENT BELOW DEPRESSION 0 0 7YP $LOCKOUT 0 TYP RACEWAY. 0 (10) 3/4" R ANCHOR TYP,UNO.EMBED =4 5/4" TYP OUTLINE OF K105K BASE FRAME t 60" PLAN DISCONTINUE OR tie RELOCATE STEEL u AT BLOCKOU'f F� -0' 5ECTI ON 7TIGAL FOUNDATION #5 ® 8" EW TOP AND BOTTOM NOTES: I. BEE SHEET I FOR TYPICAL NOTES. NOTES: I. FOUNDATION 15 BASED UPON A SAFE VERTICAL BEARING PRESSURE OF 1500 PSF AND A SAFE LATERAL BEARING PRESSURE OF IOD PSF PER FOOT OF DEPTH. BOIL REPORT NOT FURNISHED. COMPETENT BEARING SOIL SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL. 2. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 FBI IN 28 DAYS AND PROPORTIONED PER CHAPTER 5, ACI 315. 3. STEEL REINFORCING BAR5 SHALL CONFORM TO ASTM 615 GRADE 60. WELDING OF REINFORCING BARS 15 PROHIBITED. 4. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS. 5TANDINS WATER SHALL BE REMOVED. 5. THI5 ENCLOSURE FOUNDATION SHALL E5 LOCATED A MINIMUM OF 8'-0" FROM ANY EXI5TING STRUCTURE FOUNDATION, AND 12'-O" MINIMUM FROM ANY PROPERTY LINE. FOR CLOSER CONDITIONS NOTIFY COMPANION SYSTEMS. b. TOP OF CONCRETE MUST BE FLAT, WHICH MEANS NO HISH OR LOW AREA5 WITH MORE THAN 1/8" DIFFERENCE BETWEEN EDGE5 (Fr = 50) AND LEVEL, WHICH MEANS NO MORE SLOPE THAN 1/8" IN 10'-0" (FL = 35) PRIOR TO PLACEMENT OF KIOSK. 1. CONCRETE COVERAGE FOR CONCRETE DEP051TED DIRECTLY AGAINST GROUND (EXCEPT SLABS) .3" 8. REINFORCING SHALL BE ONE PIECE CONTINUOUS WITHOUT SPLICES. * PRIMA VISTA AT US 1 T520 5 U5 HWY I 29 POINT 2 STSUCRR L ENS MIS, Na - sral eusr�ss sR suite w" BADRAMQiTD. CA 8fiB20 celerrsre= IFAIU 0 C CO COMPANION ON WQf'AO ftlRN - KNIH 6LLT Ulff- �IfIH "�"5� F�l! 1 QOp ID�SSTI THB�OE I IBRf'/8D9Np 1/24/2018 FOUNDATION I- 3868 5OF6 I TW NFORMATION CONTANED N THS DRAWNG IS THE SOLE PROPERTY OF COM PANON SYSTEMS. ANY REPRODUCTION N PART OR WHOLE VVnMW ME WW rEN PERM93SIDN OF COMPANON SYSTEMS IS PROHIBITED. u u :I 31 0 •1111111111• ®., Minim 111111101. EQUIPMENT CABINET WITH ELECTRICAL BOX DIGITAL TIMER FOR CANOPY DOWN LIGHTS 12V LOW VOLTAGE GABLE OUT TO LED SIGN LIGHTING 12OW12V TRANSFOF FOR LED 516N LIGH' 120V 12-2 MG CA51- GROUND OUT TO GA DOAN LIGHTING I EXISTING OVERHEAD. )GAL NEUTRAL CIRCUIT I BOA 120V GROUND ELECTRICAL LOAD CALCULATIONS CALCULATED LOADS & CIRCUIT CIRCUIT# DESCRIPTION REQUIREMENTS BREAKER SIZE kVA WIRE SIZE DEDICATED ATM CIRCUIT 1 (CONNECTED DIRECT TO ATM) 16A-2 WIRE 120V 30 A 1.92 10AWG (1) GENERAL PURPOSE DUPLEX 2 (1) GFCI DUPLEX 7.08A-2 WIRE 120V 20A 0.85 12AWG L.E.D. SIGN LIGHTING CANOPY DOWNLIGHTING DI=TAIL A NEUT GIRGI 20A GRO TM ID- PJ1394 DUPLEX OUTLET D GFGI DUPLEX OUTLET 120V 12-2 MG GABLE K/ GROUND INTO KIOSK 5 FEET LONG Ic mC FAN CANOPY DOWN LIGHTING PRIMA VISTA AT U5 1 1520 5 U5 HWY I PORT 5T LUGIE, FL 3144152 f,4 COMPANION &6 WF!! 4W WTI -WTI MLT U1fE UMII BW6� F.UI f �Op IDldpn T6HM)E I IFJII TTWN 1/24/2018 TOTAL 2.77 ELECTRICAL 3868 6 OF 6 ME !FORMATION CONTAHM N THS DRAWNG IS ME SOLE PROPERTY OF COAPAHON SYSTEM& ANY REPRODUCTION N PART OR WHOLE WRHONT THE WHRTFN M"SSION OF COMPANON SYSTEMS IS PROMS= GENERAL NOTES: I. CONSTRUCTION SHALL CONFORM TO THE CODE INDICATED ON THIS SHEET. 2. NOT FOR HUMAN OCCUPANCY. KIOSK DOORS INTENDED FOR EQUIPMENT MAINTENANCE ONLY 3. CONTRACTOR SHALL VERIFY ALL DIMENSION5, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 4. THESE PLANS ARE INCOMPLETE WITHOUT THE SET'UP INSTRUCTIONS. SET UP INSTRUCTIONS ARE LOCATED IN THE KIOSK HARDWARE PACK INSIDE THE KIOSK. 5. SEE NOTES ON FOUNDATION SHEET FOR SPECIFICATIONS. ANCHOR NOTES I. EXPANSIOWADHENVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION OR ICC REPORT. 2. PERIODIC SPECIAL INSPECTION 15 REQUIRED. VERIFICATION OF THE FOLLOWING 15 REQUIRED DURING SPECIAL INSPECTION: A. ANCHOR TYPE AND DIMENSIONS. B. CONCRETE TYPE AND COMPRESSIVE STRENGTH. C. HOLE DIMENSIONS AND HOLE CLEANING PROCEDURES. D. ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR EMBEDMENT DEPTH, AND TIGHTENING TORGiM. E. COMPLIANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. 3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING CONCRETE AVOID CUITIN6 OR DAMAGING EXISTING REINFORCING BARS. 4. ANCHOR USED WITH ADHESIVES MUST BE ZINC COATED, FULLY THREADED ROD CONFORMING TO ASTM FI554, A56 OR ASTM AI93 GRADE Bl. SIZE AS INDICATED IN THESE DRAWIN65. 5. ANCHORS INDICATED HEREIN SHALL BE ONE OF THE POLLOWING OPTIONS: EXPANSION (5/4" 0) MFR BOLT ICC ES INSTALLATION REPORT TORQUE HILTI KUNIK BOLT TZ I91i I10 FT-LBS 51MIP5ON 5TRONG BOLT-2 503R ISO FT-LBS ITW REDHEAD TRZUBOLT + 3ii2 100 FT-L55 DEWALT PQWER5TUD+ 2502 I10 FT-LB5 SD2 ADHESIVE (5/4" (P ROD) IGG ES MAXIMUM MFR PRODUCT NAME PORT TIGHTENING TORQUE HILTI HIT-HY200 3181 100 FT-LB5 SIMPSON SET-XP 2508 45 FT-LB5 DEWALT PURE 110+ 3298 667M-;CB39C0 ATM ID, PJ1394 DESIGN CRITERIA THIS ATM ENCLOSURE, ANCHORAGE AND FOUNDATION ARE DE516NED TO MEET THE FOLLOWIN6 CRITERIA BASED ON THE LISTED LOCATION: . LOCATION: PRIMA VISTA AT U5 I DU 1520 5 U5 HWY I PORT ST WCIE FL 540152 BUILDING CODE 2011 FLORIDA BUILDING CODE (2015 IBC) ROOF LIVE LOAD 20 P5F ROOF SNOW LOAD 0 PSF WIND SPEED VuLT 160 MPH VAW 124 MPH WIND EXPOSURE C SEISMIC 5� D58 SDI D45 517E CLASS D SEISMIC DESIGN CATEGORY D SOIL BEARING PRESSURE MINIMUM REQUIRED PER TABLE 1806.2 FROST DEPTH SEE SECTION 18095 EXCEPTION VIE APPLICABLE ANY RE-UGE OF THESE DRAWINGS FOR LOCATIONS OTHER THAN THE INDICATED LOCATION, 15 PROHIBITED UNLE55 REVIEWED AND DEEMED SUITABLE BY A REGISTERED PROFE5510NAL ENGINEER THESE PLANS AND ALL P ED VJ pplW 2 ARE SUBJECT TO ANY g0m4L Swam N°. REQUIRED BY FIELD INSPECT RS a C°� MAY BE NECESSARY IN ORDER TO l 20-4f,18= I(It(INfi2f1212 ffA)O COMPLY WITH AU,APPWQADW 000E1, ' � �•qnnunup tis�Ls-.,; CONCFI�EDFASTENERS ORbi7ACHi�feni: �m.22 -'�•��Qti`c `* f71ir ARE THE RESPONSIBILITY OF THE e,p CONTRACTOR OF RECORD ' z. ATE a ' OF !(/: l Y BL7L 1 G - SION R CON REVIEWED B DATE 3I/4 PLANS AND PERMIT MIfST BE KEPT ON JOB OR NO INSPECTION 1VILL BE MADE. PRIMA VISTA AT US 1 '520 5 US HWY I PORT 5T LUCIE. FL 3' 0 ' COMPANION ea wm mo Innx -.o,m aar uq anti e.m. F.UI � 1®° Wi1:9 10H1YE � I� ]995{b 1/24/2018 68 OF 6 I THE NFORMATION CONTANED N THIS DRAWNO N THE SOLE PROPERTY OF COWANON SYSTBAS ANY REPRODUCTWN N PART OR WHOLE WITHOUT THE WRITTEN MIMSION OF COWANON SYSTBE IS PROHfBffM 3 2 ImmEi `= %w -- I TM IDF PJ1394 :I 31 o� moo• 58 I/4° POINT 2 Summix Boom, N0. BACRAL4 SBU9Ni38 OA SUfE i10 M0, CA BbBZo (818F/62-82p0 - (B78)J32_B2I2 ffA70 1N 2 9 201Q, 13 ••••pa, nm'uH4,n a ,. * N9 710Bi* 5 - -- - - -- PRIMA V15TA AT U5 1 10'y •` 1520 5 US HWY I F�FF,�NALH�H��•.•••• PORT 5T ME, FL 54952 COMPANION FA%I IFCp WLAl9 1991QE I (� °TCME V24/2018 OVERALL DIMENSIONS 3868 2OF6 THE WOMRATM CONTAM N THS ORAWNO IS TM SOLE PROPERTY OF COLIPANON SYSTBM ANY REPR000CTM N PART OR WHOLE WRHWT THE VAU TEN PERM SM OF COLVANON SYSTEM IS PROM= 1 ALUMI WITH W-LDED ALUMINUM CANOPY WITH RAIN GUTTER SYSTEM DONINLIGHTING (OPTIONAL ALUMINUM BACK PANEL HALO LIGHTING) WITH LOUVERED VENTING _ MELDED STEEL F STRUCTURAL FRAME WITH 5TORAGE BOX ATM IDS PJ1394 A POINT 2 BB1 B,>sREea BB 6URE,00 O BACRIIM¢NTO. CA 86820 f1 I tW-462� (FAM ALUMINUM DEPARTURE PANEL Y41TH ACCESS J N 2 9 2018 B A/C DUCT FOR STORAGEnwR04 c'''�Q'P•••-•G ENS`/y�i'a 0 �;•• y * 7100 CONCRETE FOUNDATION f SEE SHEET 5 p : �_ ?O,% ATE OF �` PRIMA V15TA AT IS I �''•.;S/ �r;.•`d� 1520 5 U5 HW I PORT ST LUCIE, FL 34952 ffACOMPANION A F.U[ F BOO � 1661QE � OFi 19M1b V24/2018 EXPLODED VIEW 3666 3OF6 THE NFORWTM CONTANHD N TM DRAWNO IS THE SOLE PROPERTY OF OOMPANON SYSTOM ANY REFRODUCOON N PART OR WHOLE Vvrni UT TFE WFMTEI PERM WN OF COMPANON SYSTBO IS PROF6 . ID P, 9 4 TM ID, PJ1394 ONE 9T •31 ME 3/Ib" A-3b FORMED ANGLE (SEVEN PLACES) 0 J 2" X 2" X I/b" WALL STEEL TUBING UNDER 3" X 4" ANGLE H55 BEYOND ,ECTION A -A GALE: NTS 8X .4530 FOR 3/b"-I6 X 1 1/2" HHC5 GRADE 5 HARDWARE A POINT 2 STIgIcmm Mims, INC. sIm euea�es m SLM m BACFlAl.ENTO.CA 868N1 (B78M8 mo FRAME TO CANOPY CONNECTION DETAIL N 2 9 2018... U NOTE: - -; O E : SF •, I) MATERIALS: �•, STEEL (A-3b PLATE STEEL AND A500 GRADE 5 STEEL TUBING) 7106 °. ELECTRODE (ETOXX TYPICAL) _-0 2) ALL STEEL TUBING GETS 1/4" FILLET VELD ALL AROUND, ALONG ANY CONNECTING EDGE. i�,n, 8 ATE OF J. �G �'•.,F�j 5) ALL PLATE STEEL PARTS GET A 1/4" FILLET 5TITCH YELPED ( 1-4) A; cG pR pP: ALONG ANY CONNECTING EDGE. PRIMA VISTA AT US I ''n,;s/ .. _LATE 4) FINISH: IRON PHOSPHATE WASH '1520 5 US HWY 1 ONAFL,11,��a CES) POWDER COAT - SKY WHITE PORT ST LUCIE, FL 34952 =LATE .5 5) APPROXIMATE WEIGHT = 265 POUNDS COMPANION Otl WFHI Wp HIitM - Iai1M flLLT lNff K.11 IWO. F.Uf . QYO �.65� 166.0E I @!IJ i99OIH ` 1/24/2018 FRAME CONNECTION 3868 4OF6 ■L ■E ■E .lu ME NFOFMTM CONTAWD N TM ORAWNO IS TM WLE PROPS Y OF COWANON sYSTFMS ANY FMPROD= M N PART OR WHOLE Wf HCW TW WWITEN PMM8910N of COMPANON 8Ys79:7S tS PROHEUM. V A TM ID- PJ1394 ANCHORS WITHIN 0'-6" OF RACEWAY DEPRESSIONS SHALL HAVE 4 5/4" EMBEDMENT BELOW DEFRE55ION F� DISCONTINUE OR RELOCATE STEEL AT BLOGKOUT RACEWAY. BLOCKOUT (10) 5/4" 4) ANCHOR TYP, UNO. EMBED =4 5/4"TYP OUTLINE OF KIOSK BASE FRAME NOTES: I. FOUNDATION 15 BASED UPON A SAFE VERTICAL BEARING PRESSURE OF 1500 PSF AND A SAFE LATERAL BEARING PRESSURE OF 100 PSF PER FOOT OF DEPTH. SOIL REPORT NOT FURNISHED. COMPETENT BEARING 501L SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL. 2. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE 5TRENGTH OF 2500 FBI IN 28 DAYS AND PROPORTIONED PER CHAPTER 5, AGI 515. 5. STEEL REINFORCING BARS SHALL CONFORM TO ASTM 615 GRADE 60. WELDING OF REINFORCING BARS 15 PROHIBITED. 4. EXCAVATION5 SHALL BE GLEANED OF ALL DEBRIS. STANDING WATER SHALL BE REMOVED. 5. THIS ENCLOSURE FOUNDATION SHALL EB LOCATED A MINIMUM OF 8'-0" FROM ANY EXISTING 5TRUCTURE FOUNDATION, AND 12'-0" MINIMUM FROM ANY PROPERTY LINE. FOR CLOSER CONDITIONS NOTIFY COMPANION SYSTEMS. 6. TOP OF CONCRETE MUST BE FLAT, WHICH MEANS NO HIGH OR LOW AREAS WITH MORE THAN 1/8" DIFFERENCE BETWEEN ED6E55 (Pr = 50) AND LEVEL, WHICH MEANS NO MORE SLOPE THAN I/8" IN 10'-O" (FL = 55) PRIOR TO PLACEMENT OF KI05K. -1. CONCRETE COVERAGE FOR CONCRETE MP051TED DIRECTLY AGAINST GROUND (EXCEPT SLABS) ...5" 8. REINFORCING SHALL BE ONE PIECE CONTINUOUS WITHOUT SPLICES. POINT 2 BTRUCTUK Domm NG. 8N1 WAD EN OR MM WD BACIUF&NTOI-�62-82G0 . CA 86EW (8(B PLAN J I AN 2 9 20112211,...._ B 5EGTI ON TYPICAL FOUNDATION #J®8"EW TOP AND BOTTOM NOTE5: 1. SEE SHEET I FOR TYPICAL NOTES. G; PRIMA VISTA AT U5 1 1520 5 US HWY I g'ACOMPANION FA%. 0F0 WM9os iBH4�fi 1 Wlq t.�dN V24/2018 FOUNDATION 3868 5OF6 A I THE NFOWATM OONTANED N THS ORAWNO 15 TIE SOLE PROPERTY OF COMPANON SYSTBAS. ANY RS-ROOUCNON N PART OR WHOLE WrtHOUT THE WRRTEN PERNSSION OF CONPANON SYSTEMS 6 PAOHBM I V V Y A 6 d A FRONT SIGN LED LIGHT A55Y. =xEm =Cc= =LEM =C::m =C::m =C::= =00= =KEI= =m= =3::m =CEI= =E::= =CE3= =3= =CE3= =03r. IIB918 E * 0 uuuuumuuus .00110. FOUIPMENT CABINET WITH ELECTRICAL BOX DIGITAL TIMER FOR CANOPY DOWN LIGHTS 12V LOW VOLTAGE GABLE OUT TO LED SIGN LIGHTING 12OV/12V TRANSFORMER FOR LED SIGN LIGHTS 120V 12-2 MG GABLE W/ GROUND OUT TO CANOPY DOWN LIGHTING NEUTRAL CIRCUIT I 50A 120V GROUND I- 4 INCH FAN—\ DETAIL A NEUTRAL — CIRCUIT 2 _ 20A 120V GROUND — TM ID, PJ1394 DUPLEX OUTLET D GFCI DUPLEX OUTLET 120V 12-2 MG GABLE W/ GROUND INTO KIOSK 5 FEET LONG, IIIIIIIIIIIIIIIIIIEP Ly N DTf Q T H NOTE5: ® IL 1 - ELECTRICAL ACCESS TO KIOSK SHOULD BE FROM BELOW GROUND LEVEL OR FROM EXISTING OVERHEAD. W B 2 - ALL CIRCUITS CONSIST OF 1/2" METAL CONDUIT FREWIRED WITH TWO THHN CONDUCTORS AND ® 0 5 ONE THHN GROUND. SEE LOAD CHART FOR WIRE 51Z CURRENTLCEARANGE SHALL GOMrLY WITH LOCAL K OGOG DESRAN� APPLIGABLEE OF: TN.E.C. N.E ® 12V LED SIGN 4 - ELECTRICAL CONNECTION 15 MADE TO THE MAIN DISCONNECT AT THE SITE. LIGHTING 5 - ALL ELECTRICAL COMPONENTS SHALL BE MOUNTED AND WIRED PER THE NATIONAL ELECTRICAL LOAD CALCULATIONS CIRCUIT# DESCRIPTION CALCULATED LOADS & CIRCUIT BREAKER SIZE kVA WIRE SIZE REQUIREMENTS DEDICATED ATM CIRCUIT 1 (CONNECTED DIRECT TO ATM) 16A-2 WIRE 120V 30 A 1.92 10AWG (1) GENERAL PURPOSE DUPLEX 2 (1) GFCI DUPLEX 7.08A-2 WIRE 120V 20 A 0.85 12AWG L.E.D. SIGN LIGHTING CANOPY DOWNLIGHTING PAN CANOPY DOWN LIGHTING PRIMA VISTA AT US 1 ' 520 5 US HWY I PORT 5T LUCIE, FL 544152 ffACOMPANION A oa xfm am rani -:onx suT lAl� Ilia am. F/IX F lao0IDhY4 Te01QL 1 Wq>999H" I V24/2018 TOTAL 2.77 ELECTRICAL `°" 3668 6OF6 THE WOMATION CONTANED N THIS DRAWNO IS THE SOLE PROPERTY OP CONPANON SYSTEM ANY REPRODUCTION N PART OR WHOLE WITHOUT THE WRUTFN PERNSSM OF 0OW4M SYSTEM IS PROH8M.