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C ` 1 ' j � i f r . 0 o 0 0 0 0 0 a APPylo'vr A APPROVED CITY OF ATLANTIC BE UTY OF ATLANTIC EFACN PLANtI1N� A JoNmr ut `,t MUIL[7ING OFFICE UN o 8 z0 1 tN 0 8 i A; w ass o f' PA_ SIDING c FL.AT IrASI rs ,1 U N 5 2001 City of P�tlnntic, Peach Puliding rind Zonln 6 5.dam SAND TRAP co PE TEN TION P OND ell I � ���• �,' i i ���, E X 1 gT 1 fJG � ROOM / It a 0 �Crx z 0 lid CIV CF" A1LANI'i' BUILDING JrPIC� I xv 19 p�aTC PA RTf ON IAIA LL V8-o~ CAVsTy WALL RAf x r F ' V l p3 A I $ 1b 14 { �I i I i 65 Ap5 ® L OG .- LOCKING NORTH c�� ,�;L�►���`��''r-t� '� ' ATLANTIC TAIRE CAR WASH f S TEEL' FRAME - GALVALUMEROOF ta BL OCK . PARTI T / o N 1 . 3 CUNPVIT B 7'Ib 2 BAY 4-!Ib 2 BAY a-IB 3 BAr 5-'I6 '3 BAY II!16 4BAY 13_!16 16 5 BAY 7-K 4 SAY IS-16 6 BAY 7-�Ib 5 BAY 6 16 G BAY . ' 11+111 KI1+11 - Q3_103 02 Xp2_02 GONDVIT� -- -T "p3_03 B 1. p4�104 ( Kp4 X04 1 � " 1 1 9 8 v 1 05-105 ; X05403 1 20 I 17 y DO-r LOG x06-04 J-BOX a 18fl 6"1 07-LOT X07+07 6J T �3 X&9 BAY X I 190) 08108 Kp8-�Oa 'lu0 JY 64r 1 .7 f16 3 BAY PQW ER FGAMfR OF Tit %09w09 XaO 09-x,109 9 X16 3 BAY I5+116 X1616 II X16 4 BAY 64Y X 19+119 X19+-19 IS-16 3 SAY 17F� -- 16 SIG 6 BAY 89�189 X909 ] 4 PRESOAKOPTION 0 t X9p-ADO Ipy X03 5163BAY 4-Ii 2 GAY I1 K91+91 1 104 1 ( X04 G-16 4 BAY 1 91 191 1 , i y 7=16 6 BAYONO GNp I 106 X06I - Q li 6 BAYL__ - � IO9 XObCOIN BOK X08 8AY I , 18102 X06 8 SAY 1021 191 BAY 1 1 %91 SAY X TIRE CLEAN OPTION 119 X19 _ , 189 X9D - - -O R- QISPENSOR OPTION 1 I IDG , 1 90 191 I I X91 I - 0N GN OPTIONAL I PRESOAK I 17 1 PRESOAK DOOM.. I i r++ BJ01A ,� ` 1 SOLENOID '. I 108 I 1 XUC I cam.:ENGIp I I p� � N.�( 109 1 Lam- X9p 1 I I 90 BAY I , �J I � __ X09 I MAR .� OPTIONAL --� --) OPTIONAL X98�BAY % ' � 1 TIRE CLEAN TIRE CLEAN BOOM 1 10$ I 3 1 XOtl 1 BOOM / SOI_EN010 1 1 1 1 +.=EN�IC FOAM OO'ZONE CLEAN 109 106 X00 LL X09 NOTES: 190 X90 GENERAL: ALL ITEMS SUPPLIED BY PYKO AND INSTALLED BY CUSTQMERIVNLESS OTHERWISE.STATEO, r- 10a 1 X09 CHECK PURCHASE ORDER TO DETERMINE THE OPTIONS THAT WILL BE USED+, LL JUNCTION BOX SUPPLIED AND INSTALLED By CUSTOMER. GND 3 GNp 1 , AL FIELD INSTALLED CONDUIT AND WIRE TO BE sUPPL,IEO AND INSTALLED BY CVSTOMEF. - - _ CVStpMER MUST SUPPLY WIRE AND CONDUIT FROM A FWSED GAY I - BAY X DISCONNECT-FOR 115 VAC'POWER.AND FOR 230 VAC,�30 PQWER, OPTIONAL ACCESSORIE6 CONDUIT 3 OPTIONAL ACCESSORIES THE IIS VAC MUST.SUPPLY 0.25 AMPS MINIMUM. BOOM CONNECTIONSINCOMING THE 230 VAQ,3 0 MUST SUPPLY 13 AMPS PER PVMP� SOON'CONNECTIONS 0 H16H VOLTAGE AND 115 V � '%'CORRESPONDS TO BAT NUMBER, 3 CONDUIT POWER SUPPLY LE., X09 FOR SAY 2 WOULD BE 209. B ®7 SHIELDED CABLE O CONNECT TO CONTACTS THAT C404.6 WHEN `HIELDEO CABLE TEMPERATURE RISES ABOVE THERMOSTAT -- - - — 230 VAC SETTING• CONDUCTOR CABLE GROUNDED END ONLY. TERMINAL ® SH ELDEDCABLE SUPPLIED AND INSTALLED BY CUSTOMER, T lIE G410STAT BLOCK 8® COIN BOX CONTROL,WIRING FOR SEVERAL SAYS LI MAY BE RUN IM TH6,$AMF,CONDUIT �i8 �I I - ® ONE IN-WALL COIN.BOX WILL OFTEN HOUSE CONTROLS - HIGH L2 ' FSR TWO ADJACENT SAYrAF ONE BOX IS USED FQQ TWO - x x I VOLTAGE ® 2i I L3 I BAYS/ONLY ONE GREEN GROUND WIRE 13 NEEDED PEA f GND d) mmmo0 n nr_ @cQin GNpO m I SOX. GND TB7 115 VAC SD BAY I BAY X ACCESSORIES p TERMINAL TERMINAL. TERMINAL TERMINAL 6LOCK BLOCK DO BLOCK BLOCK a END -- I 1 B 1 I II 17� I I PW S BENCH PANEL II vND l L_ TANK"TA N� ' OAP SENSOR BOK) PWQW V ^NEKT ASSEMBLY--TOLER&4CEf MATEMAL RYKO MFG. CO. POWER WASHu EpMacpl wT" GRIMES IOWA 5p111 USA led: .XAI .D3 PALE OWER WASH IY.. FX rxtwy .U3Q10 wDN( r!_%_86b�ea INSTALLATION iav32 4{e• SAA. .r WIRING DIAGRAM «. ';NM l.Y>•M all edy i w Jeb cf aR holes, V v: as11 0 arc ArrD .A9aA.eluealon.wweeW~ge"oth"notice. :.,d4 13-12"51-001 B. ; c, to"T' _ , ,.t 3 ' d CONDUIT 'I,' X16 2 BPY i a X16 3 BAY 4-Ii Z BAY b-i M 3 BAY 11�Ii 4 BAY x9 4 BAY 13-16 5 BAY J 7-'16 6 BAY 15=16 6 BAY H-�16 i BAY 11-+"111 fX 11 02rt 102 +02 CONDUIT OS+10 3 Bp4+10404o5-r105 -05 I ; 20 I 17 p6r IDC x06-06 �7 J-BOK 8 189 SAY I I I IO 07+107 XOY-07 r ��BAY I 198 IS., 1 1 pB+LOS XOOM-06 X0 02 7-�6 2 SAY PQW ER FOAMED UF'TILN Do-r i0a __ 9 16 3 SAY K� , Ir+ll6 x16__15 111216 4 BAY SAY K x19T ID 13.16 5 BAY X88 ,- 19-w119 16- i 6 BAY Bi- IOD K89'S9 PRESOAK OPTION 1 90-+190 I I K9o-`DO 103 X03 0 r.16 3 BAY 1 DI w191 1 1 X9191 I I 104 I X04 I 619 4BAtt Y I — 8=16 6 SAIF 105 IXOS I ! 10 - GND GND I 106 r--XO& I I 108 I 107 X07 }9AY I 8 001N Box D 00114 Box 109 x09 X991 I IY ( , ® 109 X09 x�818AY % I 1 111 191 BAY XIII BAY X N TIRE GLEAN OPTION �^- Ila X19 IBa X8D '-O R- SPOT OPTIONrq - . 19p I app wl � I xII1 , _^ —— C1�Y Cr" A1LP,�9TiC 3rAC'.1 ^� 6N GN 8 PPESO13U[LTJI Qr!rIGE DPr1pNAL ! OPTIONAL �AK BOOM PRESOAK I 17(SPP.gF-) 1 . SOLENOID 1 108 i I I I JLrXU� SOBENv,I D I I I 10(SAALtE) 1 (l9 '� w LIIO_ 00 BAY 1 Y, 1 hhh2222--__ XU9 OPTIONAL XBH�BAT X OPTIONAL � � TIRE C,EgN TIRE CLEAN BOOM 1 3 I xGb ! 8::;.M Lz,, 1 IUB FOAMINP TIRE CLEAN SOLENOID 1 1 I 1 --E N"iC OPTION 1 IU9- 108 XOS -XOD I f f. NOTES: L LBO- F %90 GENERAL: ALL 11EM5 SUPPLIED BY RYKO AND INSTALLAD BY CUSTOMERIUNLESS OTHERWISE STATED, 109 I i %Oa CHECK PURCHASE ORDER TO DETERMINE THE APT90NS THAT WILL BE USED. I ! � JUNCTION SOX SUPPLIED AND INSTALLED BY QUSTOMER. GND 3 SND I - -- .ALL FIELD INSTALLED CONDUIT AND WIRE,TO BL SUPPLIED AND INSTALLED BY CUSTOMER. CUSTOM6R MUST SUPP.Y WIRE AND CONDUIT FROM A FUSED RAY 1 BAY x µ -' OISCONNEOT FOR IIS VAG'Pp�r�,AIr FOB 23p VAIC, 3� POWER, .OPTIONAL ACCESSORIES CONDUIT 3 OPTIQNAL ACCESSORIES THrt 115 VAC MUST SUPPLY 0.25 AMPS MINIMUM. BOOM CONNECTIONS INCOMINQ THE 270 VAC,3 0 MUST SUPPLY IS AMPS PER PUMP, BOOM'CONNECTIONS B H16H VOLTAGE ANp IIS V '%'CORRESPONDS TO BAY NUMBER. LY I.E. XQ9 FOR BAY 2 WOULD BE 209, HEN 3 CONDUIT POWER $ODD ,'HIELDEO CABLE 8 SHIELDED CABLE ® TEMPERAT RE RCONNECT TO NSE$1 ABCVETTHERMOSTAT, r r,1 -- _ 230 VAC'. SETTING.T CABLE GROUNDED ;4 BENCH TERMINAL ® SHIELDED CABLE SUPPLIED AND INSTALLED BY CUSTOMER4 END ON ONLY, BLOCK g� COIN BOX CONTROL WIRING FOR SEVERAL BAYS T IIEu�105 TAT MAY BE RUN IN.THE:SAME CONDUIT 0"E IN-WALL COIN BOK WILL OFTEN HOU5E CONTROLS = m HIGH L2 FvR TWO ADJACENT BAYS.IF ONE BOX IS USED FOR TWO 18•-^ I _ _ VOLTAGE 43� SAYt,ONLY ONE GRE6N BROVND WIRE 15 NEEDED PER 29—' 1 I y 6N0 O W =°i k'SIV 57 57 R w flP �' co= � 5 x x m m m o g n n n �.cQi n GND 0 m I 6GX, L� OND TB7 115 VAC[;�t BAY I BAY X ACCESSORIES p TERMINAL TERMINAL TERMINAL TERh11NAL BLOCK BLOCK BLOCK BLOCK 0 B� I 1 I I 1Y I I 3 T PW IY BENCH PANEL Ld I � PNR STANL� _ _ , PSENSO Pa000CT NEXTASSEMBLY TOLEMNCES TERIAL RYKO MFG. CO. PoWFR WASH Ptl:t w— GRIMES IOWA 50111 USA te .XX .03 POWER WASH IV. x olD -MA It XQNE -4-as INSTALLATION MAWN.. .• Pxtiona aV]2 ICNA10WIPING DIAGRAAQ ' t 99Y+aE aE nh1eK irr o.w.r ill Holes. V •,.,�;r - .IY AFw .,a.PKI u�aN;�,�a11.n m�NiT��Ma,A 1�;�.. ,:,ar 1 —t251 t—O o l 8.. Zz 014 r r 8 , 4// //{ --- ���NIGH PKE5SU2E ozzsNG P y HOSE CONNEGT10F1 8 PLACES lo" So f h 1° SHIM TOWARD WALL -}-- M=�4DO +3M - W D P tri!0'��� 4 STANDARD BOOM BOL r'ED TO NOTE" ; B rl-!E rRUCK Boots 0 Ek'r,--1v,51o1v- CusroMER Is FESPoNs1 BL E FOF1 SUPPORT .STRUCTURE WH/CH MGcST Wl rHSTANQ A GDO /b FOI<E HANGING FROM ENO Gtr FULL Y EXTENDED BOOM�MomENr 4r WALL . B400 Fr- L B) APPLICATION MATERIAL TOLERANCE RYKO MFG. CO. PRODUCT NEXT ASSY Xx .03 DES MOINES IOWA 50317 XXX •010 SCALE: IOME APPROVED BY: DRAWN BY: ANGULAR ±.50 DATE: CKKR: pw AS NOTED �85-�p B 1Z�v, $uMPE� SYop LoCA7/piv. rI'2G-SftA"PV�D qA ' A p TRUCK ��ynA,� /��•�- 88Z-0 A ADr7 MOMEJ.JT KEq'MENTS a-)S-8BREAK ALL STANDARD TRUCK [.� OM IN5TALL �1 ION EDGES AND ECO LTR WAS REVISIONS DATE ����SRALL DRAWIPIGNa• r3 - 12811- DDD REVISION °iwM°wwp°�uf.pwwNA 1° 11 i 1 V t 5g ANCNtJR . 60l�T NOtIES I"SNIM �TOWARI>5 '�- { - -=� WAN❑ t-F(]C.DEf� -�• r 8Z Y � � �� - HQSE CONNE~GT10N M= 3WO Fr-ib MAA , pV _ D aNOTA.' SUPPORT 5TRUCTURE. fAUhT W1TN5TA4c> t3ut� ��G Orr A 400 10. FORCE. HAN61N6, FROM THE EN© OF THe BOOM (MOMENT -34POO FT-Ib.) J APPLICATION MATERIAL TOLERANCE RYKO MING. CO. PRODUCT NEXT ASSY XX .03 DES MOINES IOWA 50317 .XXX .010 SCALE; WONEAPPROVED BY DRAWN BY. PW,-IC ANGULAR #.5' DATE: CHKD% tl 6I u,.. ��- AS NOTED 8Sz- 15 ADP M4MEJJT { q'nnErsr•., 8-13.82 BREAK ALL STANDARD 180° BOOM IN5TALLATION EDGES AND ECO LTR WAS DATE APUDDEBURR ALL DRAWiNQ NO, REVISION REVISIONS _ HOLES 13-12810 -DOC) A gTA..DMe.�yy gMwMw 1.1Y ' V 4 " ql�� DIA, MoUNr/N'•G 1401-ES FLA,2� NSI ►'�� j14 k05E- cowNECTION -•--c.-• Iz��� --� tel" GEI L.tNG I [EI�1ntG LIME- ! I 5NIM BOOM TO 5WING I L IhtE TOVJA D WALL WITH I � 1!" MIN. ,.L —r waND NDLD Cl�1�RANCE �ti I Q M= 31x O FT-Ib, MAX NDTE' �I C'USroMEf2 /S RESPONS/RLE Fp�Q SUf'f�QRT STRUCTURE' !,lN/CN MUST A boo /b, COPCE HANG/A/G FF M EA10 Com• THE 6OG1M(1-1014eVT A T CE/L/NG - ?6R7-1 P APPLICATION MATERIAL TOLERANCE RYKO MFG. CO. PRODUCT NEXT ASSY ,XX .03 DES MOINES IOWA 50317 �'I'��`� ✓' �A` ,XXX •010 SCALE: NONE APPROVED BY: PRAWN /�/a/ C Com`/ ND`rE� 7-Z9-gS L,LY ANGULAR * 5.5° DATE: 11/81 CRKO: / SBz 15 01 ADD /v101 uT R>:q'nIb+JTS $•'3 ar. AS BREAK ALLSTANDARD CEILING 1300M IN5TALLATION ��3Z- to A 8 /z G-1G-gz EDGES AND ECO LTR WAS DATE APUD DEBURR ALL DRAWING NO, REVISION REVISIONS HOLES 13- IZ809-000 C ' w...wwow4uc o.,wtiw o+Y TO EACH BAY;CUSTOMIA MUST SUPPLY,1I'I$AW6 WIASS FCR CONTRQL .WIPES AND 1-3 CONDUCTOR SHIELDED CABLE' HOT WATER LINE WITH SHUT-OFF 22AW@(6EL.DEN TYPE NO 8771 OR EQVIV-)FOR THE COIN AND VALVE AND 1"HOSE 9ARO OUTL=T. TCKfW MECHANISM•USE A 9 CONDUCT R SHIELDED ZZ ALSO PROVIDE A LINE WITH SHU1CFF AWG,6E N TYPE NO.9!M OR EQUIV.) THE LCA. LCD IS VALVE AND;1A FEMALE OUTLET IF CUSTOMER•MVST SVPPLY NIGH' ORONAL I ALL N NUMB REM ENTER THE BENCH P IN THIS AREA WIDR cooED TH BAY HOT WATER WEEP I'S TO 6E USED. PRES9u6tB GINE FROM BRACKET CONTROL WIRE KEEP THEM IN ORDER WITH W I TO THE LEFT AND THE LAST SAY TO THE RIGHT, TO EACH WASH y BAY BOOM.BOTH COLD WATER LINE WITH SHUT-OFF ENDS TO461: 7 $AE FEMALE CUSTOMER MUST SUPPLY WIRE AND CONDUIT FROM A VALVE AND CHOSE BAPS OUTLET. SWIVEL.78 SAE MALE UNION FUSED DISCONNECT FOR 116 VAC POWER AND FOR ALSO PROVIDE A LINE WITH SHUTOFF SUPPLIED BY RYKO 2 0 VAC,,. 3 0 POWER. THE 230 VAC, 7 0 MUST VALVE AND�4" FEMALE OUTSET IF SUPPLY IS AMP PER PUMP. COLD WATER WEEP IS TO BE USED. CEILIN', LINE BRACKET FOR HIGH PPESSVPE HOSE BY AIKO.HOSE ENDS WITH 3/65AE FEMALE SWIVEL. 7 �i CUSTOMER MUST SUPPLY 115 VAC, 15AMPr �—DUPLEX RECEPTACLE AND THE WIRE AND CONDUIT r� TO IT FROM A FUSED DISCONNECT FOR WALL i/ THE TANK STANO HEATER f 3 I POSSIBLE LCCATION )F ' OTHER PGWFR WA514 IX i~ BENCH FOR 7 THRU 12 r O I�• BAY INSTALLATIONS. I rr 1 at DETERdENT 1 w4x ,. --r----. 6 B I BENCH MANIFOLD 4S WALL �. I �4 MAX 2r FLOOR DRAIN PIPE 1 3" - 6 pOq OYERFLOW ^TUB6ED UP - -ti 12 MIN AY SIP"I.G. T 12�MW +�+ 67 FLOOR LINE 38y I2MIN� a BAY ---- 72" LG. f b BAY —B7" LG. u 6 BAY �--- 102"LG. 2"HOSE LINES AND TWO 3/g' POLYTVBING I~ 39 LINES SUPPLIED 6Y RYKO. POWER WASH IV TANK STAND SIDE VIEW slr7E vlEw , ELEVATION } NOTE-�J Iil F7ECOMMENDATIONS ONLY--ALL SPECIFICATIONS ARE 5UBJECT IC LOCAL CODES AND SITE PARAMETERS. 4z"2 PROVIDE AU1vUATE CLEARANCE FOP SERVICING TANKS. 6.d SYSTEM MU-I SUPPLY 5 GPM MINIMUM PER BAY.SYSTEM PRESSURE MU51' BE-35 PSI MINIMUM. PRODUCT NEXT ASSEMBLY TOLERANCES MATERIALRYKOO MFG. CO. PW ZZ Except Whore DES MOINES IOWA 50717 USA noted; .xX.xxx .010 POWER WASH IV Fractions tun r� 8_14-055 INSTALLATION 8 /284-7 REV, WIRING NOTZ F&-'f L,CO 53 /1//(,AL Angular t• �t'J1 IT A //.5 VRF_Cr.PrACL.E 1ZK 'IS' 1.Break aN s and dcburr all noses y r� REV i LTR ECO OESCRItTION 6Y DATE AFVO 2,AS sprciiica�s subjcct to crange Without notice. TJyS� f I3 w I� 45-000 g r I .3/4"ELSC. CONGuIr. ��E rc�E 5 >`ACtr•Ja �Av� ® 314 ELEG WNDtJIT �562YE5 OPP 64Y) &50"MAX. -4 r 40"M IN.-- -- I � I II I • I r 1 L VY,4 4. 1 I I tl ` r � 1 r t V I � I .. 4'a" 1 2:UWV•45° I ~ ` PVC EL50W. o I ®z"pNv a\rc ,APF�zox4Q'li a"". L=ei AP,�f; q ,f (use Z' THtCI~ �prsc TE aLoCc vauLT E N C A 1-D Vf!/�T`•E�YrJ f�JT_5/1�E Clr( ELS KEOLL LED• IN CONCr E T�. �wuw w.y w�• T i • � I e 1 I �4"ELECT. �GNGJ/T( ! PEP- E,qY) II 1 11 11 1, I 2"4Dwv Pvc N RP�� UX 41LONG I CLirl l�.E Z If A 5 Err-1,ktJ i II C'TfA P AIL C,C t�ui�❑1rW� o�;-icy i i, I " I { CENTERUNE C)F BOOM WALL WONTED DEPICTED DN f300M OPTt011 4/4'EL.E C GCYv DU I_r / SO`M�'lti�• GO"MAK Q -__ __i I _ T_ - r•_- CEDING LINF .�. , .I ,. � t� _! ` i ,�• ; ; ; , �_ 1- L_ .�?. I r � EXIT-•-�- Q I. CRY i 't � . . __T .... .. 4. ZqZ �_ ....1. � 7 I! F -1 frL _r 1. . IT I ' 1 G FLOOR UNE Iz' 1 vywp NCxt�F_� C'Z*Qw cvC PtFF (gF Pt 7X QIP LG� AN] os" ms's As zea b av cu.rcN L, ® (tJ:.'� 2.`T1hc.CC.'Nc4.ErE wi.t�.aj et�•G�• w\-r HOLDER C4 R-ALL5) 4CC"ZITY V4ULT BV ZYY.D ENCII,ed iIQ CGvCZETS. NOTES: L' l TD MDUNT 51GN5, WAND HOLDER AND -LEG MAT HDLVER5 WE RECOMMEND EITHER: -LEE A. PLASTIC ANC14OKS t CENTERLINE Qb. MASONRY PINS - 114 x 1" RYK0 0 (3004- trot Cr �u11n�Ir�� -J11C rr�l, � Crrir� APPLICATION MATERIAL TOLERANCE RYKO MFG. CO, PRODUCT NEXT ASSY %X 03 DES MOINES IOWA 50317 : RYKO SB4 .XXX OlO � 4� RYKO 7B4 ANGULAR 1,50 `'° =•• AS NOTED b65-G Ar<Ev cortil eon,vAUL r,Inman�x.r_c -zq•as Z P'd/7X BREAK ALL, EDGES AND ECO I LTRJ WAS DATE APVD DEBURR•ALL REVISIONS S HOLES 1V ,'ft STAND ;7IPC F 2'50 VAC.3a$ wiTm GRUujQ0 .f+ TANK DRP IN NIC H I.VLT-AC e Ftu1E(G TO u HUT :klAT�< PIPINCt. 3/8 HIGH P(2�55U 3/4CONDUIT TO WA�1 "01,5515 TO EAC1a &41?. $A`i WIQ aOXE6• RILAL PANEL 0 00 000 0 Q WAX SALT CHEMICAL. airs coM�����oZ. STDKAGE AZF-A I=OZ .SOV& AND ACCE6609-IHS AAU WNuu%T Hot.ES -- FOOL ACCE55P���ES. 0 6 BAY PUMP 3ENCN VAX, A (7-1z SAV.S 2EGL)l2E5 Z BEn!CuES) Cq!.I.AR BILL fZ.=C]N k'�Cn1P CNADJGr.�'• �C K 0 8•-O"MIN. iDADiNC� Q: a D� oo ��TDAL o 5WK N COM5U5TION KIECMUIDED �\ HOT v�,VT EK HEATER IN-FLOOK HEATING 77 Q (CONTKO S)BY G'-O" RECDMM�NDED PUMP MIN, UJFLEA ►NATER `DFTFJ.IEK MIN. CLEARANCE LSE TatvK10L- � -- 6RIf`!E � E NATE ' YqN� TA4 ` o } METE 000 �� C' DUILDING OFFICE A LEGEND NOTE;[] KLDMAIENDATIDN5 G�JLY, ALL. 5PECIFICATDNS $ = SINGLE POLE -SWITCH Ar{E SUbJE.L.T' TO LOCAL. CODES AW 51TE. = DOUBLE POLE SNITCH PAKAMETEK5, = DUPLEX RECF-PTACLE OUTLET f� = QUApRUPLEX RECEPTACLE CUTLET APPLICATION MATERIAL TOLERANCE RYKO MFG. CO. PRODUCT NEXT ASSY xx .03 DES MOINES IOWA 50317 RYKO 584 .Xxx .010 APPROVED 6Yt DRAWN Sys RYKO 784 ANGULAR l.5' DAT E;6-m-'an CHKD: AS NOTED ads- A .UEt�r �;�� �iT�.,'> 7z�as �" }C BREAK ALL TYPICAL. EQUIPMEN1 KCOM w,,.a wasr+ F 1h/-� X EDGES AND ECO LTR WAS DATE APVND DESURR ALL DRAWIND NO p{v Iatom REVISIONS HOLES 1Z-IZ343-(YOU A _ , , _ '. �_.-,_-.._._�_.- .--• ..-_.- •---Irv._--..._ �......_.._-�-._......'_ y. �... _-�-i � ., Arcl nTl, scHFDu4� , T _ - .UL LL`2 _ Li,� t)+,f: Unti~ uD SCF IFl►DNT BASF PLATE 5IZFS OL Dl � _. -_ 1. k � -_ �_ L L _ ...._ - I F G� FOR'(,QLUM4 LINES: ` AY RHI AD D.)7R FE; ,i D.O=EN!.rn :TO . i �'.. _1__ "J r �.-.- c: 6 X 8 Ai: F)(IERICR:CQLUt1.I5 ..l _._ ._jW L ��- _.— WL - tJL :1 W ?,/ K 2,/ K f� 9 K 0.2' K :,.5 K ,1 '._r...K 1 :O K- 2.6 H r +, V� r (1L_l_S (:i11 E S 1"A , t 20'-0 20' -D 201 -0 2U' U ?U• :p JO' •0 20' -0 20' —�.,...._.. ..._ ._... . . .... __f� _U, -0 �_•_____ .-• _.__•_._ • 0-. p- w II SI Sr 51 3; Si S� Y � �... r1SZ y 3y I1 -r Z ; _ •r j.- Ii � I~ F�1� �w � _.._•I i_•�ri _..__ M r) 7 I '...__� _ �� �'"1�r'_.-..,�___ _.. r Y� Tr4�' _-.._--�. • `.__-___�-__• � _• __ r _ ._ . - 1 1 1 I� � — 1-� _.____ ( ••1 "� _--___-_-._.-..,.._. I f`7 h -____ — -r✓1_. I __.__ _- '...... .._.... .. r_. _.f�;: �.._. _.---___..'-T:_��• _. _ _ __..... . � _ U )( E) r r ( - 'E }1 E. ,•E r�>- "'E 'i•E 'T. "!f�'- J'r1''1(.} ` C�! c )- -(� r1.. r" ►-f}�` ( '•� __C+,., n ��r. i I Bp 6"X 71 8P=6"A 7 8 sowsx los f. - + 6P-9x Iq� t �-, I I I � I ' � ; '.a.T ci r� �^ I P1 C] I, I ` Ofd-6 7 "x 1 t7. BP=E3 1 I+ o B f" A1C" "!i I r Ir l r. 7 . ��.{.�C - 5 t--. .. ---'F L F ._. i I - _`_•, �-, •' ,_ _... 1 .:.. .._.1. �-. } _ ...f' ,.+r.t ' a r 3 tf�'- �• .)�-i f- Y c�L�r �r-��)• c�i•�:i i_ Y Fes.: - ,--► t-�� - ---r 4• _ -? '►-�:: ._..} F--,-,: ._.F �-( 1 , � I -_...- - -_.._,—... --_. .-•---' --- - -----_ _ -_..,__- _ .S 04 1 .r � -I r� )� �� i S� •' TSi � s2 y .. ,, r. l I � l { 1 OA CA) C19 D PAO 1r• lff 13 L [ r'l .JON o RFFE`FtEN[E uOIFS // tU 6flt /i CULWiN FGOTIWI S AND PIERS MUST BE DESIGNED IQ G. OMIT CONC'H,EfE NO(C•H AT ALL FRAMED OPEN INLS lMAI 1:). LLLL 1)INP NSIJhS ARE IN IN(.I1ES UNLFSS 0THLfi ISt /�✓TjrT1 /)�' J/,1})I d; !H',IAND M• R170111AL; AND VERTICAL REAr_fI.ONS AS EXIEIID 10 FLOOR LFVEL AS SWAIN ON ANCHOR DOLT MARrED. C f dt E} V J J r( �r F_'i 11F ANCHOR r00' PLAN. CHIEF INDUSTRIES IS PLAN AND DETAILS 11 . ALL DRA'WINC,S AKE N01 FO SCALE. !!!/ s1 T Tf;?CJ515LE FOR DESIGN OF CONCREII. FOUNDAf1ON• 7. ALL FLEVAT1011, D1:1ENSIONS ARE TAKEN FROM 50fIOr•I ;;F CHIEF (NUUSTRIES RECOMMENDS THAT THE SERVICES OF A FRAME CO(.Urm RASE PLAIF• CASE OF COLUMN, IS AT _ -•_---______.__c. __-----_____._.._.-_m_____.._..., -_' •-:-_._ . ._..._ -..,___________ __ ..._._.._ .___ ._..__._. A DUAL IFIE:D DESIGN ENGINEER EL' JIS OBTAINED GY THE c•, AT1O,1 IVU'-O" CONTRArTOR/BUILDER TU'DESIGN .THE FOUNDATIONS FOR AllCtigR BOLTS (BY gTHE:I{Si ;,r,� (,1 ,0R Q0L T F. ` J [ !lG �'rF FAN THE INDICATED REACTIONS. END'WALL POST REACTIONS B. BOLT PROJECTIONS ARF RECOMNENDED MIN1NUMS 6.45ED ON NOT SHUktl. SHALL BE DErERMIN60 FROM fhE SPECIFIED THE BASE PLATE !SEARING DIRECTLY ON THE ,CONCRETE SYMa L, GUAM i r�� Ll'7E LOAD. 41':D LQnD. .Sf1S111C LOAD AND ANY OTHER PIER. IF THE BASE PLATE. I,S iO. SFAR ON;:GRO�T. THE CI }LE_-• f [NO AGR r BU I I I-} ` N'o C�� f j �T� '• :.r{r`f`��\r,�� �I�����J APPLICABLE AUXILIARY LOADS. BOLT PROJECTION MUST BE INCREASED ACCOFDl CLY- ' - + - 26 Ix _ - _ t 1 V -- 2. CONCRETE CONTRACTOR IS RESPON'i1BLF FOR MAIN- 9. ANCHOR BOLT DESIGN IS BASED ON SHEAR,, T(:NSLCIN. AND ---- - - - - — JAGI<so14 V I L.LE � _ F �- A �__ _,—�__- _• �_ TAINOG CONCRETE SQUARE, LEVEL. AND ACCORDING COt•151NED rFNSfOr't AttD HEAR. CHIEF INDUSTRIES,. INC. rt�r Sz a; A 2 - - ' - _ 10 TOE ANGHOri OOL T SETTING PLAN. IS NOT RESPONS I5LE,FOR ANCHOR BOLT, S I.ZF.'RECOMMEND ---- — _ - .�)T � �~ � AT{QNS WHEN II1E ArFCIIOit HOLT CQNFIGUtZATIQN':PkACES ^f� J10 <`�� (� X 1 E1 __.2.01 1 9C 011 11 2,0 '� E�AY 1 / F 2 S• ALL ANCHOR UOLIS 1,NCLUDING NUTS AND WASHERS TUR THE HOLTS 1N A BENDING MODE, 1IEN HE COLUMN BASE .CFIF:CY L �'}`L� LPdG tlll —� SAME; ARE f1UT FURNISHER bT CHIEF. " - _ - - __....___. ,-- PCAJE SEARS Url .CRUU1„ 1HE CUNCRACTOFi/hUF! DER. RR _ �e•.T L �11PJ j M^ - K - j a, AN.CHOR HOLT MATERIAL'SHALL CONFORM.TO ASTM A301 FOUNDAT ION: ENGINEER SHALL INVESTIGATE' SENDING 1,'1 -- -- — - - �� � L E%fQR EOtJAL. THE ANCH"R BDL TS AND T'ROV I DE A SHEAR. KEY,:.FOR THE c I �� Mm f_ .� C7UUG ^ COLU11!i CASE TO THE PIER 'aHEN THE ANCH,R.. E;DLT,S. fi"nE - _ -- - - C 0, �t G 2.0 `y• REAM ONS.:ARE GIVEN IN KIPS. t1 KIP 1000 LSO c �� _ -...._. _ : ,�.oilEF IVOV !Rl`•5.. 1 rC, _ NOT ADEQUATE IN OENDTNG:-'A6DUf..IHE , c • rr 1 II yrn.7 i OA 20'-0 20'-0 rFTI 0TA2 I RC frA2 fIYFI ITYF) 1 r.t r: A fh C "C rrplr-f-r I ._ . ERpI FpF>I ! 1 I 1 U U u w = l l L �- Lo In V1 v1 to In IYn 1n In Vl Ll N In Vl 1 fp -- 'I h Ul •f (A In N p, T 4 h tO fA m w Lo W L0 Lw tl IL lyl u! W LL tL 4 u, Ll L. W W RI G_HT [: ,li)WALL FRAMING ELEVAT ION _ --- 40' -0 Ger/OUT OF STFE� COL . L t NL --i� —.-" �.� R I G E-I T E N D WALL SHEETING ELEVATION COL .W _ INE 12 i I 1 •I 2v'-0 20• -0 _ -- — CRT 1 cC CTA2 IIYFI I (TYr') �T PC CTA1 I CCTI � — CHIEF [, r Tql rCr, J •�r� I ERpI - (r_Rpl r a'-i0 � I 7' -2 7'-2 u Pr 7 �f ❑ ❑ In In 1n v' In v! In In Lti vi Ct CJ V� •Y h .!, v, ry W LL W �, w L, Lt '...� a U u_ li ,,, U X10,_ U OUr/OUr ofSTEEL PIo 2t91 LEFT ENDWA_ LL FRAMING E- Lf / AT I ON -- coL . LINE LEFT ENDWALL sr.TEpT SHEETING ELEVATION COL LINE 1 V ERECTION DRAWINGS AGRI BUILDING CO . / MR . BAHRAM VENUS JACKSONVILLE , FLA . RF 40X22OX14 20/ 100MPF1 20 ' - BAYS 1 / 12 CHIEF DRAWN CHECK BUlLD1NG NO. r CHIEF I1IOUSTFIFS. INC. C 0 3 4 6 2 0 Cr i i . 1Q II I 12 11 10 n g � 6 5 4 S z I YQ20'-0 20'-0 20'-0 201-0 2U' -0 � 20'-n _ � I s of, L L L I y � (TTP U N) fTYP U N) L fTrP UNI fTYF U N) G (IYF U I�1 'f r IU NI 'TYF U N) (Trp U N) (TYP U NI Lr YP U 10 (fIYF' U N) I- r•FS -Fs F 5 F'S T _.._rF, F, ��- FES �•-FS r-FS 6' -10 Ib --------------- 7`2 7'-2 ` �--•--348286.2 �--. / i f i 1 REAR SIDEWALL FRAMING ELEVATION o COL . LINE C I 1.0 I { y20,-o I 20` 0 20'-0 20 -0 20'-0 20' -0 I I 20'-0 20'-0 2n'-0 20' 0 20 -n 21, Zig CTYP U NI CTTP U N) pTTP U N) (TYP U N) frTYP U N) (1YP a N) CTYP U H) (TYP U N1 GIYP U N) CTYP U N1 CTYP U N1 FES FES FES FS FS _ --. ..._T ,F-j -Es I-Es T__ r Fs rEs _ I:-FS O 7'_2 U t F r^--3WI32H6.2 f _ 4'-0 12'-0 4'-0 12'-0 4•-0 12'-0 4'-0 I 0 QO 1Q2'-0 4•-0 I 12'-0 4'-OI 12' 0 4 -0 12' 0 (] (� O FRONT SIDEWALL F 'RAMI NG ELEVATION COL • LINE A r •'G,a.P 4`KT 17 fry;:;�C ti i Nu,219]9 � �FEFl3F'Nrp NOTES er�lrar .. I. OIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE ti INSTALLED AT TIME OF FRAME ERECTION. (CIRTSp�c. ln11 THAT INTERFERE WITH COLUMN STIFFENER MUST BE { FIELD NOTCHED TO FIT) . r •�(���1�•�� �1 •of SIDEWALL FRAMING ELEVATION ACRI BUILDING CO . / MR . BAFRAM VENUS 1 JACKSONVILLE , FLA . i RF .40X220X14 20/ 100MPH 20 ' -"BAYS 1 / 12 f DRAWN CHECK BUILDING NO. 3 � � FfAE Pro CHIEF INOUSTRIFS. INC. c034620 I ' (� 1 I 1 • 1 I 12 it IO 9 B 7 6 5 Cti 3 2 C 3 PC F(;AI S TCI I L I t-1---1 LL 1, 1 J.- 1 J J-1-1- I • I i I I I REAR SIDEWALL SHEETING ELEVATION COL • LINE C ..._.. .. 1, ,. / �I � +A y i�• ,. to ... y 'h a.. ... .. - .yam• i` F K,:� - .6 y �ti. 1• . �•t ;'• .13 PC EGAI 6 TCI • M © o o ..C] r o cx . •t M M M M7 M h7 Iq M M M 17 M M M] .M M F7; My.. hY M M M 1n N IN N N N' N. N N N N N N N N N -! - ly n1... N I� N N ' l,.(A. N [7 �,:r N H ..N CA N (n. (A N:: w N N ' to N (l7 ... (n In N N u) N y I { y I I 1 1 a i ( r, I I I to r FRONT SIDEVALL SHEETING ELEVATIrON r COL . LINE A , rrul,Zl :3, 9 �O iJI1 CUC ♦ 'FOR OPEN INO.'IRIt1,.`REFER 10 CENERA E AIL9 r r til ' - 1 .. :a. ! b _ �`y' .. ., J♦�(�,� . .,..,.w.w.....,..r .. .w .♦... ,,... .:,,..,.. ...w+..rr-nv-stro--.lW-trxxu:. .. Sl nEWALL -Sf1� F�I I NC . E.L�ERVn1 [�UtJ !_ _ AGRI BUILDING CO . / MR . OAHRAM VENDS JACKSONVILLE , FLA - _ _--_ 4 RF 40X22OX14 - 20/ 100MPH 20 ' HAYS Jf12 DRAWN CHICK I3l1lLQING NO. CHIEF cr+tea IHpUSft(IFS, INC. C034620 1. 1, .}:: •4 .. r 8 4 4 a. • • r .i r < 'f. - , rl.r A <Y ik .. 1 a a. id p" i y .r > o. ♦ K , . ..r , g a_ ., ( a. ! w .. J:•• w ,,,• r 3 . - ., w:4'. ,,. ..C.'e 4 .sy ... a.,.. .. ,..' n :, . •.• .. '. e. , r. Y , 4 :7 , r , . ` Y a L f _ d. i d 5 r t _ _rr CCI`. Sa A RY A I PLAT S _ $ • DL LL, OL, LL,L c Mtirr t nlf� �C t Tarr• - _ .lu of R T FOR ,C UMN< 1' S Z. `Tl ___ Ol L IE _ '4 - �-t � '..TWµ ��� 1 •-�- ' A i Xlz• •DVEY'IF` 6 X B AT; F%TERIOR: COI:UMNS - M%� .1,.P;q%ENt4G .' w Com- ,y WL. � DWL2m wL4 .. r - j 2./ K 2.7 K f,.4 K 0.2 K 5,8 K 1 .4 K 1 .0 K 2.6 K 4 ,a R Y 1 _ - 4 . JCUt"OU t cF ccr;cRErb. -0 Out,Our OF Slit t. i 4 `1p,-'O 20 - O_ 20'_O _-_za D 201. O LO_O. —z0_ O 20a L ('_.T ;q;U :0'-0 — �T. 1 r q 4 fj Jz Sz �Jz SI I S `r 1 •r T ,7 � •r I p ,r I �.-`1 I! r J - �-I I7. ,I 4 1^1 •� �� I-t �__ I I"' vv•1 - �H -f) Eff' -0y + r BP=6"A 7 I I I 1.. $ BP=6"X 7 8, . r7 n 'F. �(�, - I 1 I aP-B"x ra I ' ---©' U •-'���a r � B P=g X I O C 1 (� 1 I 1 I i , - I � W .- I I r U ' N BP-6"X 78' I i B _6„X 71,r ry �� I �� • •�Ir• 7r 1 �r �Fr I I `'.r '�r' I ' , �r' ; I �� -�r' ! 1 � ..� n TI �_T r _ .r l..f 1 f' �r 7 r 1 : �•<_ f .r k._ ► ► - --r ,+r- - r c_ Q fi r �' .�rIE Y �r�-i• _ v T + 4 -l�:__-_._.C ' + T �' + --1•�-i i --�^--� .-1 4 v I a F 1�. •moi ' � I.-f I� .-Iy Ia , i - . .,f � 4 2 I s� 01 C9 r '. p7. ��F3c� O A JNA TLE 4Saurn.,,, �REFFTr uCE rtq_rFg I CULVIIN FGOf'1rtGS AND PIERS MUST BE DESIGNED 10 &•' OMIT CON('RETE. NOTCH Ai. ALL FRAMED OPENINGS THAT 17. ALL UIMEItSIUriS ARE IN i>t(:IIES UNLESS OTIfEfir115k ��yY'�st w, 'µ11AND H:RI'ZOIIIAL, .411U VERTICAL REACTIONS; AS E%TEND TO FLOOR LFVEL AS SHOWN ON ANCHOR BOLT MA13KFD G,/ GIi � rJ 'tie A11G.Id9R OULT PLAN. CHIEF IuOUSTRIES 15 - PLAN AND DETAILS. 1 i +�T =S?GNST9L! FOR DESIGN OF CONCREIE FOUNDATION, 7, ALL ELEVAII011. DIMENSIONS ARE TAKEN FROM BCTTOM OF 11 ' ALL DRAs11r1L5 ARE NOT TO SCALE. V CHIEF INDUSTRIES RECOMMENDS THAT THE SERVICES OF A A OUAL(F1ED DESIGN-ENGINEER' IS OBTAINED BY THE.. FRAME COLUMN BASE PLAIF.. SASE OF CQLUM"I,.IS AT ___ ___ r ,..__ _..w_-...._... .. .__.w-,.-_-•-- CONTRACTOR/BUILDER TO'DESICN ;THE FOUNDATIONS FOR ELEVA11314 100'-0'. _____ _�� _ _ _.___� r r THE INDICATED REACTIONS. ENOWALL POST REACTIONS S. BOLT PROJECTIONS ARE RECOMMENDED MINIMUM$ UA$£P ON ANCHOR BOLTS (BY pTHE:RS) - A� lC! 10�� �3�L � �F:. r I 'I P1 C, Fel_ AN- NQT SHOWN. ShIALL BE DETERMINED FROM ThE SPECIFIED THE BASE PLATE BEARING DIRECTLY Oft THE.'•CONCRl TE. -f — - � — �--` _..._l�v� _ -- _. _ __ ___.-- LITE LOAD., WIND LOAD. .SEISMIC LOAD AND ANY Q.IHER PIER. IF THE BASE•PLATE Y4S TO.BEAR Ow'G.QuT, THE SYMBOL DUAN- -SIZE:A PRQ 1 _•_ �� APPLICABL.E 'AUXILIARY LRADS: BOLT PROTECTION MUST BE INCREASED ACCORDT-ICLT. _ -- ___ _. AGR I BU } L.1) 1 N.O. GO,- � � �9,•..",LBAHRA11 V['N�JS' 2. CONCRETE GONTRACTOft l.a RESP014SIBLF FOR MAIN 9. ANCHUR BOLT DESIGN I$ BASED ON SHEA TF, • + 28 a2 ro li _ 4�� _,.•— �- - `� HS,Oft. AND _ �/ �/ ` TAINING COfICRETF: SOUARE. LEVEL. AND ACCORDING COMUINED TENS1014 AND Sr1EAR. CHIEF i DU TRI ;S,, INC.: - ---- :� :-• �A�rf��Q� ,Y �, LS. FLA . 1Q ►f1EAWHOR SDLT SETTING PLAN, r5 HOT ItESPONSIfaLE.FpR ANCt10R•SgLL, S1:Z�`;R GD.rirtlNp * 5a D*•� Z -- "'�"� `� Y' '• A r AT IONS wHEN THE AticllpR BOLT. CONE CUffA I:DTI:,,P4r#GES . .�> 4� I U r� F I%".. Q _.e CJp .`..~ RF C /� p V / 4 At. ,ANC11)R;HOLTS I4CLUDING NUTS AND WASHERS qR 11 } ._ [�`" �Q-. � X.�, P4. 1 ! 1 SAMA ARE NOT: FURNISHED BY-.CHIEF. THE BOLTS 1N A B�t1U NC rraUE.. wHErr tHE';GotUMN.,I3ASE -- -»n LATE BEARS Ot .GRO .,i THE CPNTRACTOR/SUKDE)?.:O.R _ - [ •• L)fiA61N � -CHECK >PQIGQ.INc PJQ • - - -- --,. 4.' ANCHOR-BOLT MATERIAL'.SHALO CONFORM r0 ASTM A3Q7r: FOUNDATION, ENGINEE-R ,SHALL INV MlCATE-- BENDING, IN - �_ _ _ __w. �`� _ I OR EQUAL• THE ANCHOK BOLTS-AND PROVIDE A SHEAR. KEYr:F09 THE �'.• DOUG r COLUMN'BASE TO''tHE. P.If R WHErT ,TOE'AN{H,R., DLT,S. An^E E F 5. REACTIONS, ARE•GIVEN• 1.4 KIPS. !I KIP - 1000 LQS) NOT ADEQUATE IN, �� B - ENDINC•A60UT THE P. _ S�rEF 1 a IRT- �� 1 0�' t a. r ....., ,. .. .. ,... . . :. .: '4. ... .., .... ,,. .. ., ..l...rrr s •irrx FSC,._t 4 t , 12 RS 237.0_ 5 -- PURI.10 DEPTH` 4'-1 is AT 5 M CJ � — O y- m 6'-IO A 7 r A n 4 • o FB 11, � a U � 7' -2 J U REFERENC_ NOTES I . ALL ELEVATION DIMENSIONS,.ARE TAKEN FROM BOTTOM OF FRAME COLUMN BASE PLATEti' BASE OF COLUMN IS AT _ C ELEVATION 100'-0'. 2• BOLTING RECOMMENDATIogl;zt-THE 'TURN-OF-NUT' -, — FINISHED FLOOR METHOD OF TIGHTENING A$�5 STRUCTURAL BOLTS + 1 IN ACCORDANCE WITH ''SPECIFICATIONS FOR _ a STRUCTURAL JOINTS USING ASTM A32S OR A490 plArr^+AL pIMENc1ON 37' 4 CLEAR BOLTS' IS RECOMMENDED. �, 3, BOLT AND NUT SPECIFICATIONS ALL BOLTS AND ?4 1115 IJ' II OUT OF COLUMN 10 8190 NUTS SPECIFIED THROUGHOUT THESE DRAWINGS --- ---WILL BE HIGH STRENGTH BOLTS ACID NUTS CON- FORMING TO ASTM N325 OR SAF J429 GRADE 5 BOLT SPECIFICATIONS AND ASTM A325, ASPM A194 GRADE 1 2 OR 2H. OR ASTM A563 GRADE C. 0. OR OH NJT 4G' D OUT/GUI OF STEEL SPECIFICATIONS. SUBSTITUfION.OF MILD STFEL �»-•- ----- _ _—�_—_ BOLTS WILL NOT BE ALLOWED AND ANY FIELD SUB, STITUTION WILL VOID THE DESIGN WARRANTY. 4 TEMPORARY NECESSARY TOATAKE CARE CING LOFEINTRODUCED ALLLODSIIMPOSED UPON CROSS S C C l 10 N THE STRUCTURE DURING THE ERECTION PROCESS• -- -- -- COLUMN LINES 2-II SPLICE BOLT f ABLE SPL I CE NO - S DEP f'1o - 10 i -I i Y 0 0' "0 ?0' 0 0' 0 20 ) 20-0 20'-0 P P P r i` F' P P v a P T' U N) (f YP U H1 (YTP U hl Irrr U nl I7 YP U N�' �'!F' L N) (f YF U N) (r TP U H7 11 YP U NI If YP U N) II YP U NI �.• I _. i .I.i_ ____��______fr _ _- i ;T._.' I r1 � /-�--�7� ri 1-TI .__�.. m ES IV6S:3.I --•------�� Z—Fs S I — .� ._,.�r.•- I -F �. I r ROOF FRAMING PLAN ( I\ A^\W I r H W, 1 , �l�;``p4 a tc4�•.Il,�• _ _ _.... --._.___.._ --._. 1=: AGR I BUILDING CU , r1F; l3AI IKAM VENUS 57r,ICCF JACKSONVILLE , FLA . ^FI l:,�h.•' 4; RF IOX22OX 11 4 20/ 1 00HP -1 20 ' BAYS 1 / 1 2 DR AWN -C11ECK BU t LD i Nr No C 1-11 E F •— .�- chl" IN6u:,YRlt .NC. _ "' - - - C O 3 4 6 2 O r r J I • _ r • • . Y , f F <•r 1 O { , + 1Ay L C> 54X ell �! A-_-.� El e ...t 1..3 �4-�,Q �ti..E �-�k�-��1 �"�"C� �,,�ld. �.�"" �.l►..1 C-, �b , r -� Zrz '. .Q. . ..�.._..�..ti.�Y .. .fir=�.���.� �,->�.� _ �! �.►�� r__ 161 NOTES ;.' Y 1 1 . A/C unit to be mounted on a 6" reinforced ." p •� �L� concrete pad. J � 2. Condensate to be piped to a, ,Fi�ench drain. 3. Electrical installation to comply with aha { current Codes. 4. Ductwork penetrations shall - be dashed and. caulked. " ►I ....... Exterior ductwork to be we pro �cted. 6. Ductwork to be foilback rigid insulated duct 5 work 1" thick H. D. #8000 or equal. . , / 7. Ductwork dimensions are I . D. 8. Duct construction to be as per SMACNA Fiberglass Duct Construction Standards latest. edition. 9. Refriqerant lines to-be ACR rigid capper with ��1�' �2. sweat fittings. Lines to be insulated with 3/4" Armaflex insulation. .�CIO � 10. Condensate drains to be Sch. 40 PVC with socket glue joints. Drain lines to be insu- lated with 1/2" Armaflex insulation. r 11 . The AHU is to be trapped a minimum of 1" deep for every 1" of H2O operating. external, static. ,' pressure plus 1" . V 12. Air distribution to •be equal. to Titus or Metalaire. : IL ` ;11 l n f 1 SCALEAPPROVED 8 DRAWN T, DATE �.:i REVMM 14 DRAWING NUM9ER � II y h r 4Z 0'9GwJ` /2-01240 vaLi �'11,16G ,L/,?.5E 4 Fuse I�i .. ��,'% f! c>2 fl, '�/ ' 4vv f��ifr° 3AS�, t![jL�` GT , ' iJl � /`,R, J�/ Z7 /5 �/��G . _ -- --.. .. .._.......... _- .--- � ....---- ---- ._._. ---- - � -- it - - - � C/(,(, f �, —•,. �,y.. .-.--`._ _....._._,____........_.......___.• _ 13 t3 L (¢ —'� - ►cl Cl 69- Ll LJI ,57 IIL �F �A �-- ~w � 1 ---/r.I RouAJT 4? If FL ooh EiY 69 -z' - �� �c • Vit. i' � ! �-� ( 10 2s,,4' !700E Fcr ie�, Z LAM` 7T-IPE L! `4,2 O l =io • _� 112,-z. I`Z � . ,,� , ot QQ 1/E: L} 7-� lu 49 1 { ,1 • 14,30 MA YRC)1Z 7" SCAM ,)(� T APPROVED BYs DRAWN BY )zz// DATE: F=6 s b\ DRAWING NUMBXR 14' �y . o D r i 1 24X30 :PRINTED ON NO.WOORCILAkPR,NT rhe `L• _.. ' ,i�".. ..,a- „� + :1 rtly; w. .,.p, _ c �rfr.. d H e , . _. CTIO FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION u ORM 500- SECTION 5 BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH �t n; •°'...w`' COMMUNITY AFFAIRS kr• ., „84. �. OFCDMMU w. .•. :.. d .. ADMINISTERED BY THE DEPARTMENT ,STATISTICS: RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS SEE S.m.1 PROJECT NAME: ZONE: 3 ADDRESS: 43o 1a. i7wxr BUILDING CLASSIFICA ONO): CfTYTIP CODE; ATu $cK FL L v S BUILDING VALUE:$ /6� BUILDER: 0-(.(x F6YZP M PERMITTING OI=FI- . CE: N t L eA Kp:g OWNER: Alt N Mh?Ahll 1lEfvbls JURISDICTION NO.: BUILDING INFORMATION 'COMPONENT i,' U VALUE „ 'NET AREA (Total) (Square Feet) Concrete Block Structure(CBS) Ukl . `3 Wood fra to U� Other C'17�L 2 tJ �� ! `f. U- � _ ,Z �• - -- f 'Other U— n. - Under Attic CavityU •C7 5 416 c7 $ N Single Assembly U= t a Other. U17 W ^- Total Unconditioned Floor Area, . ` Q Concrete Over Unconditioned Space. U=' Wood Over Unconditioned Space U= ,:•: Slab ort Grade U- ` Clear Single.Glaze U l•`� /� x Clear Double'Glaze lJ= Tint Single Glaze U= S Tint Double'Glaze U— : Skylights U— • ' Other U= •r: i. UA ': '�•.. Metal U w Insulated U,' i Other ;'. U- }3 `�-� 44'` + , [J a4 w Totai LightingWattage U HTotal Conditioned Floor 2�o Area(s .ft j �—d(a Watts/sq.ft, r . 0 NLigh.hng Bud et Maximum +. ;• - alts/ ft., SYSTEMS INFORMATION AIR CONDITIONER EFFICIENCY (EER + j or(SEER )or(COP ) HEATING SYSTEM TYTRIP❑ HEAT:,..,, .. ��..,..r�;•. ,::.., ,., ,:,: ..�' . a �' as SE PUMP❑ GAS❑ OIL❑ SOLAR❑ HEATING SYSTEM EFFICIENCY COP or EFFICIENCY / (Steadystate) c HOT WATER S STEM TYPE ELECTRIC HEAT RECOV S❑ OIL❑ _ Y ERY❑ GA SOLAR❑ Uo wall Allowable Uo wall Actual d ' Un roof/ceiling Allowable'�a�1° �°+�a .' Ua roof/ceiling Actual 4•dam Uo floor A r y f d Uo floor Actual OTTV wall AIIoWat7le ram• .. OTTV wall Actual �•� -� OTIV roof/cbil. All r s w OTTV roof/ceiling Actual .a.Nmrv, NI U ill,n­,•;:::•.drw,a :Kr�uwvw.v., . + y In accordance wit Srdo ag_ af the plans and Review of the plans and specifications covered by this calculation Indicate com- specifications covert w�rhori at �I•urice F a Energypliance with the Florida Energy Code, Before construction is completed, this Code, k•fit t f i u �y, building will be Inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGE 7 y!r>.` `�y :,. �'+..` .x BUILDING OFFICIAL: 71 .iR PERMIT NO. CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-$4State of Florida Energy Code 1. GROSS WALL ARE A) WALL TYPE:----c//1-�77�C r�%� /c� x`-f ��/� //�S/�� _ � Tv� sq.ft.• B) WALL TYPE: s ft. q• C) WALL TYPE: — sq.ft. D) WALL TYPE: sq.ft. TOTAL GROSS WALL AREA = sq,ft. Z. GLASS AREAS(Includes areas of windows,sliding glass doors,glass entrance doors) GLASS TYPE AND AREA BY ORIENTATION SINGLE DOUBLE OR CLEAR TINT SHADING CLEAR TINT SHADING (sq.ft.) (sq.ft.) COEFFICIENT -(sq.ft.) (sq.ft.) COEFFICIENT N NE E c� SE S SW W NW TOTAL y y sq.ft. TOTAL GLASS 3. DOORS(EXCLUDING GLASS DOORS) Door area in exterior building envelope=_ + _ / sq.ft. Interior door area separating AIC from non A/C spaces ....................................... ........., sq,ft. TOTAL OPAQUE DOOR AREA= sq.ft. 4. NET OPAQUE,WALL AREAS WALL TYPE GROSS WALL GLASS AREA DOOR AREA NET OPAQUE (sq,ft,) (sq.ft.) (sq.ft.) — WALL AREA (sq B. , G. D. 5. ROOF/CEILING AREA ROOF/CEILING TYPE AREA ' -- TOTAL GROSS ROOF/CEILING AREA SKYLIGHT(SHADING COEFFICENT sq , 4��1;.: ,. TOTAL NET ROOF/CEILING AREA= > d:t�i � 'a',"^^w;,; •t!•tP �J sq.ft. �:-�.�,Al, 5- Y M Y•'1 )5 ..•. 6. AIR FILMS (ALL BUILDINGS) `'� tea„.. •Aa.'ti: .^�„�.f,yy�..;,.�" COMPONENT R-Value; < ,:< t :. 4 ,• 'r, Outside Air Film r'..^1'!-' "' `*I de'Air•Fllm Wall ` Ceiling ;, Floor , :•7-CFI. .?J I Yr _ , . F < . . . _ ~ .. �,. r . R _. .7 I e f T v w^• :. r r v .,, , w , r i , t a .. : s .� :, r. ..K .r. _ s. + F f fls .. 7 �. P 1 i�'` 4 .. -. a d.. n t J`t .v .1. ,. . 1 .Y . r / rn a ., r _ _ , ... rt _ '1 .. .. a .,: � -r ., .. � r -. a. � �"�w. - � r. c . , ,.. .. J.. .. yp :, .1 .l y ._ r ..v. a' 1r , f �: Y . r w / r r ,+ r ., „ x F r. .. 1 .. y h r. ,. .. ,. w. ... ^s. 'e.. a _ A . : - c x r .r m Y. r. R. 7 J .. ..., _' ,. o .,. ,. . ,... .,..r.. a.. ... ... r., ,r u „ 1. < ., ,. .�. +T ,.k n., .. r _ _ ... _ , '.,.. .- t n ♦ , ,. S, a o , M.. A , , ., .. .. ., ..! . i > �, r r .. ,.. r s 1 .�' a , w f x s .,r h .. .. �. r � M .r.•.rc .. S.Y. .r _ d .... ... .. ,. ..... h.. .A r r... ., ... .:Y Y... .. :. r ,. - r .__ r ,.. ... .. r ' r.. ,n x , r. ,,. < ,. f , fi v P sa.. e 3 „c. "i rF z, ro .a, S: r r .�. _t .n ..., ..d .. .. .,..T. -....,. r ..„ .,, : .. .,, .,J-, t. y'. > K i> ,f r b.. +� , , . ,''. w r ., . . 5 J .. Jl+ , -,. _ .. , .,..w .... .i a .. .. - . . .• _ ... .�. « it w t ,.. ., .. .. r .� R .. . .y d ,.. -.. ., a. ..,. ... ,. - .wr .. .I :. Y .. .r.. ,., 1 ,. r. ... J.Y. y .. ... .r .r. .. _ n .. ., ... ..... r .. f, , ,.... ar r V. F _! ..0 1. � , �, er•. y. Y r 7 F .. r , r _ .1 ... .,. ... .. �;.... X. .r ,, r. _. r. _ x : Fr <x [ 7 Y j . ....,- A � ,. ,,,....rr- ....r ..,,.. .. _r, .fir s r .f..: 1. ., ,a x,. f S'. a°• .. y.' 'f .k _Y' f, 1+. •t !4. I f a1( -t r f. a r „ .,a t t.r. .r. ).. ,r r 't' ... r .7 { .. e . ., ,- ,.., ,.,L. .Y. rl . ., .. .. f 1, .. Ni w. h . _ .. .... _ v a. ,. - .... ,. , r w '.. ewe•• .'r,. , _ti. ,43 v r , ,r .. r .. .... `wr .Y. dC F 2 d r ? t ) r, e S .. .. a it ... ,c.., v .,r.S_. ,. , r'. .. b .w .. Z r., K h >.L A M.� J t ff v .i �. 1: �.'Ir r .. r, n ... A_ " 9,,, .r. .r�. .7.. "L. M.�. r, , Y '•r. 5 i.' _ .. Z fir.:.. :. :. ...,W ...fr. •. .. .- n. ,.. �. : '. •,. . �, r F. >. . .d. ,4 .. ., .'.F d. . . .. .r :.: 4 C.t', ,Jt,... I,. .. r ., 9'r'. , t n. . f _ _-. ._.__ ._.w _ z, i r , -••r„Y•� �M- a.: e •� ..... Y. "..•- r. ,.. - - yr. ."lay f§ f. t: ._ , .... ! _ '} .' ...) '... 7 .Y P.. .J' r. ,M C,.: .. .a , r t .,w Jr. .. v r f �... „ , .. '....:w 11 X:i.. .,< n. i ... r . rt .. : ... .. .� 7 /� /.. .. .. , , ^n.� .. � .. r .. ,; : �,/G��. 6.0� /�.r�• r�a"l.�r.�f .per .�. �n,n . .. a .., ,. .... � .. .... ,... .. i .. .. ..., � .. - - -,. ,F' r .. _ ..,.� :--,-r+—•r ti:rwti.. i�,.r- 'iv:w..:r.:.n�.�� ,- .t:',--,. -,•„nw:r 't"f i....'.�:rr..,n w!r,-TY_ ^•+..__T• Y•-...i.:._.,..•—.'-'.-'.---•_'.. r I'w i,:� t /A N +y / r. ...tit. ✓ „ + 1 q... - H�,q - ,. . . r i 4 W , I a / G? '' I ,.!" i .. :_. x, . .. fF r . ,,, .A, _ / t l r ?. t: } .,.. w r / e :.. .. .. r :ry,.o d _ �.._ . . . . rte. C� ___ - _ �. , 2 z __ I .. �. ,, �w,. r ,. r:' [ Y. ��. ..K jj `, d a Fry, � �"'� ^''''`"�� r. i `t - _.. ::- Y-= r t"w" , _ .. �, u A r o0 0 L I:r ..., t" .,, - - <o 0 �.� r ,. c� �_ �:_. .� ,.r r .. 1 y �� a l h�,l /i s a. �,A , p_ (0 f r I r I V .S�l 12� i F err i kit kP, N r. -- k ,>, . r�' . _ I - I Q• o Y, �-- ` o� I i . r I ~ `� fl�f A l L /.,1 y � I 3 1� o I 1 I I I h N 1 1 —... .. _ .. , 11 p j ; -'T- /Z r� „ I 1 If // B Z 2b_.0' / ,AJ6 3 ro eF- 3c.,/,c).1.Aj1 ! ... - -I , - -- - _w ___ w DCT �G \ i T't, ,�L G. si r� c r. I _. ... r .- r�- ©` ' \ � t C ) I- 1 r - �;'„ t I �� a1 off, Cook n /� Q o� O;O __-__..._ - o _ __ __�._ .. _ ! �. _ _ � __._. .�_�_ _ _ --'_. -_._ �. _ - ___. __ r 1 • � _ 1. U ,— -: . . , -r ! i NOTES `�eJ ��.r�. !D I i , r ,/ 1. E'oundatians must be square, smooth and . . . . . . FD UAIDATIO" �� !� level . - - ---- - 2. Dimensions shown on footings are ,•for a soil . • . .. beating value of 2000 psf and a 28=day concrete skrength of 3000 psi., f•.' ' . , 3. Rnchor bolts must be located by means ofra , _: template - DO NOT HAND SET. r . I 1, r 6" x 6" 10/10 wire mesh, lapped'. 6" � 1--1/2" . 4 coverage, strip 6 ' wide entire perimeter o•f I� building. J6/r 1 / �. /_ • 5. �'or cnntin�tous #5 bar, averlappinq _..� splicing) is to be a minimum of 20" . . /// ! r 3 .I I A N C' H O R B 0 L T L E G E N D J I 6r /z , a I I . 1 /�Z �� 0 1/2" x 6" projected 1 1/2" (28) . . I _ �.. I -- ' - W d tf, 0 13x1/U��� I 3/4° x 12" projected 2" ( 52) ►i II -- I o _ .. I( t __ __ _. _..-_.. I __ - ___ .-- . . ____i I— __� ,_.._._.- .-�_____F. _ 7 . All reinfgraement sha11 conform tq ASPM A-615 '� ..I--- =_ . �,ovT Td { `� _ F j _ _-: _-- __.. �...._ - .� __. .-�_......_--- craae so. _-A . _ t`� "" � �, � -i -�i - ;~ B. 1]eleto base an le bolts (1/2" x 6" ) as _,..__.-- --" I— .� CC�� 7'0 i . : _' 2- '1r,- r_o,,,1 so-;r om �'°� �j' - ( _, needed at door openings. i �� 1 /3/n �i ` _ 9. Omit concrete notch at allramed 'openings �� ) { �� i �-- /_ -/S C'0A-IT -rop , c6l,Ir •leo uAll;)6r� cvL_ that extend to floor level as shown on foun-' I� {� . I -4 II P \ I . I f �! I I \ � l ��'C)i� j�" dation plan. !' f I I I ✓ I . - �.__ 10. ❑�mens ions are typical. seven t 7 ) pi aces. 1_, '�� /-.( 0/' Z) 11-5 00417- ,5077'o.�l Center overhead doors in bay. ` I i \ I --- -- -- ----__ . - y. „ � „ I' { I __.___ _--.__._ _... ... �`�� �car�•�� �" µ _. -�. ....._. _I.��� 1 J1 --� i� C /� / - t_� ` �, I __��._ _w. _�__..�____._ A.13 Plan use Chief Dwq. CO 34624 Sh. l. [_/ I I ( _. �. _ 1 • (Reference) y I �� _ Verif all dimensions in field.. ��� �5 f/i . ... .- . �_ "�5 C'cJ, AJ 77 .7.c C .. 1 r_, , �.I,� 1+ ,_,I�.] 1, l,, zS��1LEC l � ry ,c �� /ai,� CEJ=�J � k4 ., - _- - _ , �� Ifs, �� I . t d.. •' •y �, r �' r _...-- H 11 "'w• 't. �f t5 I r :� _.. ._... . w .,...,.` ..., r� �' r_. .rI , /_ _ .�..� - & S f y' r�' I a r "4 , 2.. ��.,.� 4_. )A-/� /,. 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I " . . , - . . .. . - .. . . - a:. r�- lr-f x. v. . - . ,- " u �, t . 1� , � - T r .- ••l�'. u t' +. .. •t f� . s.. s . - 5,+r Y - "'�, _ .. r /. . .>' a ?;e.,, L• "'� ''� > X1 ,. .3 • ..-.. x.. .� '..r Y ,. 'M _t.`. L',:•..I]L�:2.�iR1't_. 'L�"-SIM.. , - i,-.La.;... .i..�.� fid., _ ..-.. r', .. , 1 _ -. .. L .r• .. - II MAP SHOWING SURVEY OF _ LOTS 1 , 2, B, 4, 5 AND 5, BLOCK 52, OF SECTION H, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 24 OF THE CURRENT PUBLIC RECORDS OF 13L� DUVAL COUNTY, FLORIDA. Alia �x . ✓y f G �r I Z•I f 1 Qi"�� AZO 1 d E7 I nU Wj 4 V Y I lyv Nv , z 7_y Q�W 3,,,,'-PROPOSED 10 FOOT EASEMENT FOR DRAINAGE, UTILITIES AND SEWER. , r -�f �, j THE WESTERLY 10.00 FEET OF LOT 3, BLOCK 53 OF SECTION H, ATLANTIC BEACH ACCORDING YO PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF - / DUVAL COUNTY, FLORIDA. I I � I v I � I I , i � I ir I W I • n I I ) ' \ 0 C4 T- .4' Q� ( I j Q• N 45 o-y /0,5. DO - CIO .0 0 _0 •\ \ O i i L� / / Q,Q •o �3 N L)&401-E rO L�PEfI / I1 4` T 3 ♦ V �E.yC oN 7Z�GE, r3oc /'Ad Cd x s') Sri'w(ur 3 8 l. S3 �._ O 111 Al- \�\ O 3 J Sr Cr7on� Al, /�Tt.a.,i roc Vic•./. \� 1 \ti", t;) (�ti,� \tib, 11s N j 0 $o m / 00OP Qom• - / o o.• �" h o � ••, u � �q� ' : V �e •J. W ry � T ESr � V\ 0 7- P�iC 1 N Cir YaF ,p 1-�o V 13vL�bANtA�o/�SDC I OCT 6 Lc— a_ CHARLES BASSETT & ASSOCIATES INC. t Z15 CE-N-rUFZY 21 C)V-IVC- JACIL50tilVILLE FLOV-1DA 3ZZ1[. 24.943 SURVEYORS, ENGINEERS AND LAND PLANNERS JACKSONVILLE, FLORIDA 14F BEARING DATUM BASED ON P[. -34. FLOOD FLOOD ZONE _-. .-._.. .- .:. _-_ .. AS BEST ASCERTAINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. ----- /f0075=D49O/ q..,- - ...._.......------• DATED W C� - � ---- ----- - -- ------- HEREBY CERTIFY THAT THE ABOVE . .. Lr1! II -.. .., WAS SURVEYED BY LEGEND: ME AND THAT L-UGAT6F UPON SAME AS SHOWN ANa THAT THERE ARE NO ENCROACHMENTS UPON SAID-.—.–_—,41UD ------ O SEr MorvuME.vr THIS_ .. ��(-'l11v�AF•:Y. SURVEY MEETS THE MINIMUM TEC FI NIC L STANDARDS AS SET FORTH 8V _. ... - O Fri rAoN,jMEvf THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 472.0 F RZIDAAT E-. O SE* Inov PINE.RLA CIATE 0 F❑ Innv P,PE ^f ELEVATIONS REFER TO N.G.V,D. SIGNED-- --1 19 ® Cross Cup a."LlTHE SOURCE OF INFORMATION USED IN MAKING THIS SURVEY WAS / CHARLES R. 9A55ETT 0 � .._--___---_--_ REGISTERED SURVEYOR NO. 1576• FLA. '-' SCALE:.__..._.- _-_ ..__.._-_-__._—._.... FIELD BOOK NO. —_ ¢0_...... PAGE _. -�rI_2�.--.----.._... ORDER NO...__�!r1<- 33 FILE NO. - 3--Sfo . .. - , ...: - I , , a ., •, ',' ,' _ 1'a%ti(i / 1 r. �i .,, • :.; / 'r r .. _ .. , .. 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