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Chiquita Citrus 42933
BUILDING PLAN CHECK BT: LUCIE COUNTY FORT PIERCE FIRE''PREVENTION BUREAU FORT, PIERCE, `FLdR1DAA TELEPHONE 465-6655 _. PLAN NUMBER' #146.3 a DATE RECEIVED 3-6-87 CONTRACTOR: paui .Jacquin & ;Son PHONE: NUMBER: _ •ARCHITECT:PHONE NUMBER:. OWNER: Chiquita Citrus Packing Inc. LOCATION: West Milner Drive TYPE OF ,OCC'UPANCY:Factory Industrial TYPE OF CONSTRUCTION: V SIZE OF BUILDING: 67,50a sq. ft. NUMBER OF FLOORS: 1 plus Mezzanine 7,200 sq.ft REQUIREMENTS: For County Building Department: 'l. Gas hot water heater shall be installed according to NFPA #54 and/or #58. 2. What type of.gas? LP or. Natural? If L.P., what size tank and location is needed? A permit from this office is needed for this installation. 3. No flammable or hazardous material to be stored in room with hot water heater. 4. Portable fire.extinguisher: Minimum required in kitchen - 1-40BC. Office area Minimum required - 1-2A10BC every 75' of travel distance. Other areas Minimum required - 1•-2A20BC every 50' of travel distance. j�. Emergency lighting required. NFPA 101, 27-2.9 6, '®Illum.nation of means of egress. NFPA 101, 27-2.8 7..'The space under the mezzanine shall remain totally open and unencumbered by partitions. Room,*or spaces for stairwells to be allowed. i 8. Area of fire department connection and fire hydrant shall be kept clear at all times and be S posted as such.. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:,ZE ����� SIGNATUGNAT RE DATE 3 Z +TC PL4N PLAN-REVISN NAME OF PROJECT: Fxc-'C'o� ,r OWNER: C• 4,Ab Cho Pa�2ca..c G CONTRACTOR: i�.Q fro: c ! 3awO, IDu c. OCCUPANCY CLASSIFICATIONS TYPE OF CONSTRUCTION: �' • , ,p ;. ;: i HEIGHT AND AREA: OCCUPANCY REQUIREMENTS PER CHAPTER IVs cow CONSTRUCTION REQUIREMENTS: (A) FIRE PROTECTION: (B) EGRESS REQUIREMENTSi OTHER REQUIREMENTS: (A) ELEVATORS : N/A ' (B) SPRINKLERS b STANDPIPES: -� (C) COMBUSTIBLE MATERIALS - INTERIORr C9{c_ (D) ROOF COVERINGS:_ ' { E) LIGHT - VENTILATION - SANITATION: - (F) HANDICAP REQUIREMENTS:_ Fovuost�o,� /�C�e,urT'��Z$23 ST.AUCIE COUNTY -PERMIT APPI ,•:.00f ,—ry Y 1 �c cu �; �sC : .',4Z 5Z3.. PERMIT' NO.. ( CODE # ) S v wUv-� 7� (CATION S(Z-P-TI L ?A Dt iz 'fZ wN4,-.-G >>` 'AGE PERMIT NO. _ APPLICATION - FOR PERMIT TO CONSTRUCT JOB LOCATION/ADDRESS: LEGAL DESCRIPTION S L - i hfE—� ROAD IMPACT: DISTRICT {��rDyJl !w ONE FEE 13 1 P 3 S/D MAP # FLOOD ZONE &) � ELEV LOT BLOCK UNIT SEC I'a Lk TWP 3G S 0C RGE PROPERTY TAX ID # 3 3o I 411 n��� d -- o�� ,�� ,k-- ZONE y 14X GMPP Z cr . 9 2 Y r�. z i. 0 3 X ,dE/, S-qx 2 3 i 9 7 LOT SIZE/DIMENSIONS g7z r. `I x i ty EST COST SET BACKS: FRONT .37o REAR SICJ 11 SIDE SOD X SIDE SQ FT BUILDING: LIVING AREA ACCESSORY G Zoo ARCHITECT: NAME PL t+ jl PHONE — lJ &2�7� ADDRESSCITY /)Cgcr- ST ZIP CONTRACTOR: STATE REG/CERT # ( G (2 zZ 70 9 .X� COUNTY CERT # NAME L J'�cd��/</ spy/ //✓l ADDRESS ��� % 4- CITY • /�Czc� STATES ZIP 3 5A Z PHONE OWNER OF .r N � E C%><i�u�;� /�sCc,S �i�iZ/Cc-ZS �y PROP R. 0 1.� DRESS h. ,l Q f kS) PHONE _ CITYSTATE ZIP STATE OF FLORIDA COUNTY OF ST LUCIE Before me, the undersigned authority, personally appeared who upon being duly sworn, deposes and says that the information contained in the i application is true and correct. A licant Sworn to and subscribed ef�ra this 7 day of }l; `` ` Notary Pu li , State of 'Flon a dtl Ldrge' My Commission expires: �. SCHOOL IMPACT FEES Required ❑ Yes ❑ No Amt. Pd Date Pd Posted IS 1-rr.1 4 PLAN R94'I AM NAME OF PROJECT: aOosE ONNER: C.Q. pa- G CONTRACTOR: P J�u OCCUPANCY CLASSIFICATION:. .. TYPE OF CONSTRUCTION: HEIGHT AND AREA: ( �j+ o"o. %7, S_o o v►1a-F o�2.Q-c3u-cQ �J OCCUPANCY REQUIREMENTS PER CHAPTER IV: C WC aaJ4S cv�i 2/r2.ov5F �rr S� �'oti j2 l L�as� �ud�.t,urz GUz�lQe OJa4 u qua) � / CONSTRUCTION REQUIREMENTS: (A) .FIRE PROTECTION:" S/�u�a.U�/��y -- J�jr.,���C,t � � (B) EGRESS REQUIREMENTS:' ✓ OTHER REQUIREMENTS: (A) ELEVATORS: N/A (B) SPRINKLERS b STANDPIPES:A-� (C) COMBUSTIBLE MATERIALS - INTERIOR: C9*- (D) ROOF COVERINGS: { E) LIGHT - VENTILATION - SANITATION: c9lL (F) HANDICAP REQUIREMENTS: CW— Fovuoa�o� STATE OF FLORIDA ,DEPARTMENT OF HEALTH AND REHAMUTATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Authority: Chapter 381, FS i Chapter 10D-6, FAC Applicant) j i C ��'� �C i+iUZ Cie kfylci T �0 ` ` J / - �.1(l a Permit Number ------------ PART I - SYSTEM CONSTRUCTION SPECIFICATIONS AND CONSTRUCTION APPROVAL--®®___------ m Septic tank�j�, aerobic unitt7Aallons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank gallons Other Requirements: Treatment Wank Grease interceptor gallons 6ffi Dosing tank ,6 gallons Minimum Draintrench Size Square Feet Square Feet Square Feet Square Feet OR Minimum Absorption Beal Size 3 _-'w® Square Feet Square Feet Square Feet Square Feet (a) Installation must be in accord with requirements of chapter 10D-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval i required before the system is er . (d) Invert of stub -out for r ' Q0 to be +EKJ- mvao 5ecc leUed Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. (e) Fill quality and quantity: �,x) System design and specifications Construction authorized by: ecco om-ft'cm srn us+ bQ- c � ec k_ my Public Health Unit 'e Note: Completed copies of this form will be provided to the applicant, installer and the building department. AUDIT CONTROL NO. 065990 HRS-H Form 4018, Feb 85 (Obsoletes previous editions which may not be used) STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PEERM11T Authority: Chapter 381, FS Chapter 10D-6, FAC Date of Application 2 / 10 / 8 7 Permit Application Number- -------------------------------- PART I - APPLICATION -------------------------------- Name of Owner Chiauita Citrus Packing. Inc, Telephone Number Y Mailing Address of Owner 31 Ocean Reef Drive, Key r,,argo . Fr_, 33037 Owner's Agent Culpepper & Terpen i ng, inc. Builder Paul Jacquin . Agent's Mailing Address Property Street Address P.O. BOX 1449, Ft. Pierce, FL 5500 West Milner Drive Lot No. Block No. Subdivision Telephone No. 464-3537 Date Subdivided NOTE: IF NOT IN A SUBDIVISION ATTACH A METES AND BOUNDS DESCRIPTION This Application is for: New System XX Repair . Existing , System Type of Sewage Flow Sewage Flow Establishment (Gallons per day) Based On Fruit Processing Plant Type of Residential TOTAL FLOW = No. Bedrooms (each dwelling unit) 1600 1600 Heated or Cooled Area (each dwelling unit) ft2 ft2 Exact Directions to Property See Attached Location Map. O AUDIT CONTROL NO. 20 GPD per Employee (80 Employees) Applicant's Signature No. Dwelling Sewage Flow Units (Gallons per day) HRS-H Form 4015, Feb 85 (Obsoletes previous editions which may not be used) (Stock Number: 5744-001-4015-1) Page 1 of 3 STATE OF FLORIDA, w DEPARTMENT OF HEALTH AND REHABILITATIVE -SERVICES .�...,fi APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Applicant Chli-twits citrus Packi.ng, Intermit Application Number -------------------------------o.....-..-........--PART III - SITE EVALUATION INF®RMATEON------------------ ............--------------------- 1. Lot size appears to be as indicated on site plan: Yes - NX No 2. Anticipated sewage flow from Part I 160-�) GPD Authorized sewage flow GPD 3. Benchmark location 'r oiD of co71r"retn D. 0 'P 1 ronnumtL^n1- 71 Cr % 1,7.11. of S.W. property corner_ - Ei ev t ion 2: .23 ° 4. Existing elevation (at time of site evaluation) of the proposed system site in relation to the benchmark is inches ab&Wbelow the benchmark. 5. Proposed system distance to: Surface water feet feet feet; Private potable wells feet feet f9et; Community public wells feet feet; Other public wells feet feet; Non -potable wells feet feet; 6. Unobstructed area available for system installation 9G ft2 ft2 ft2 7. Is lot subject to frequent flooding? Yes No A , 10 year flood? Yes No If subject to a 10 year flood indicate: (a) the 10 year flood elevation in the area feet MSL (b) property elevation at proposed'system location 2 - Meet MSL. SOIL PROFILE - SAMPLE SITE I SOIL PROFILE - SAMPLE SITE 2 COLOR TEXTURE DEPTH E Orr to L- rr to " to • to,., COLOR TEXTURE DEPTH Dr. Bro Sand Orr to �rr L.t . Br. Send 0, to 30 Dr. Br. Sand. 30' to d2'r B:-co ,11 !- . „ to " to USDA Soil Series Name (if Known) • USDA Soil Series Name, (if 'Known)--' USDA Soil texture classification on which drainfield size should be based Water table at time of evaluation Estimated wet season water table inches inches below/above-existing grade below/above existing grade Type water table: Is mottling found in the soil? Yes No Perched Apparent T At what depth? Inches Inches Are vegetative species indicative For property with contiguous ditches: of high water table?. Yes _ No Depth of ditches' ,inches inches Depth of water in ditches inches inches Other findings: a 0. p i::i.c tat-1k. � nd. (.1L ai nT •i_c d , a m Date of Site Evaluation Evaluators Signature (Include seal if performed by P.E.) HRS—H Farm 4015, Feb 85 (Obsoletes previous editions which may not be used) (stock Number: 5744-003-4015-1) Page 3 of 3 py �D off Pq G� ,6X1S7'1A1G 2.. p VC. c S ,Bo.Gi clG, A/0. 2 E� E� = 00. /' - A,/OTE : \\ /,S TO 8E SeeYE.O .8 G'IT y //1/6lTE.G? vtioBsT.2vcr�oA� (32oD SQ•F'�� ,© sS N6 'r /ors, o00 tea. Fr. 2. �T.�1/L Eo �C.4et/ OF SEOT/C a /t/. br/. e5>,,=- ,S' ti/. P,eov- SCALE- 1"'= 300' STEEL ✓ELL ?,2�SS Goc.c�yvy y WI.a0,',a y 4 j tfil C yr rtw.,u. DEPARTMENT OF HEALTH AND REHABILITATI ASSESSMENT OF HAZARDOUS/TOXIC/INDUSTRIAL WASTE GENERATION POTENTIAL FO E �' - 2^^ BUSINES S LOCATED IN A•BUILDING SERVED BY ON -SITE SEWAGE DISPOSAL SYSTERA Answer .the following questions regarding the business you are proposing to establish. The accuracy.and completeness of your answers will determine how fast this assessment can be, processed by FDER. Chiquita Citrus Packing, 'Inc. DATE: 2-6-87 OWNER: - a TELEPHONE NUMBER (Business hours): (3nru 464-65'75 ' PROJECT NAME: Chiquita Citrus Packing �.�-477M� A. Briefly describe the activities that will be conducted at your business: =y Fresh Citrus Packing S. List all chemicals, solvents and cleaners (generic names) and your best Dep'L. of estimate of amounts to be used in your -business. ink-�n,�l f:C�. `• �.:. ll None, only hand cleaning soaps and mild detergents. a C. List all biological, chemical, and other waste materials and your .best estimate of amounts in pounds or gallons per month that will need disposal. Include steam cleaning or, other waste cleaning fluids. No cleaning fluids used in plant facility. DISTRICT NINE Bob Graham, Governor OSDS (10/86) i��'il�..��'s:.a �r.,'S�.r�.a;�!�5ara;�v:';�.�x...�'�s+'r�::�r',t::xtx�;+'�k�i�a�.,a7.'1.C;+pusd,.^�.a�sxv;�'edi;�a?�±�1,:� 4�;1s;,'�.��,•- ,,..,��^i'�+'�:�iti .'s~*„r�+••. eu.;+,„�`h'.';i�}i-.. ..s, +�:.� D. -List all treatment/storage/disposal (T/S/D) methods proposed to handle the wastes listed in C above. Include Copies Of T/S/D contracts' you -have. None. 0 E. Describe how you will handle an emergency occurrence at your business: Not applicable. Florida Department of Environmental Regulation Evaluator's comments: Ir VY) /a W-�- H FDER recommendation to HRS: FDER permit: . . 2) E Approval Not Approved is required* Not.requirEd Additional information required I 4t, rrm MONITORING WELL DESIGN AND INSTALLATION All monitoring wells shall be installed by a Certified Water Well Contractor. The preferred method of testing and monitoring well installation is the Hollow Stem Auger Method, other methods may be approved by the Department. Prior to any testing or monitoring well installation all equipment shall be decontaminated by steam cleaning and rinsed with clean clear water, or other acceptable methods approved by the Department. The depth and intervals to be screened shall be determined based upon the enalysis of the data from a minimum of three (3) test borings drilled on the site. The sampling methods used shall conform to the American Society for Testing and Materials (A.S.T.M.). The test borings shall be continuously sampled using a split -barrel sampler (A.S.T.M. D-1586) or thin -walled tube sampler (A.S.T.M D-1587)o The test holes may be converted to monitoring wells. However, if these borings are not used, the test borings shall be abandoned and backfilled with cement grout from the depth drilled to ground surface by the tremie pipe method of grouting. Abandonment and backf-illing shall be completed using neat cement grout or a cement-bentonite mixture with a maximum of four (4) percent bentonite. The water -cement ratio shall. be five point two '(5.2) gallons per sack or seven point eight (7.8) gallons per sack respectively. if additional monitoring wells are- requested.,the abovesmethods of testing and installation shall be used. Hertonite drilling fluid may be used during the drilling of the monitoring'wlell, other drilling fluids shall be- approved by the Department. The monitoring well(s) shall be a with threaded -and coupled joints. shall be constructed of stainless or black iron or equivalent. minimum of. two � 2) inch diameter The monitoring well casing steels PVC (scheSule 40 or SO) - The monitoring well screen shall be a minimum of two (2) inch diameter, five (5) 'feet -in length, slot size 0.010 inches. A tail pipe two (2) feet in length, connected: --at the bottom of the well screen to .accumulate sediment, shall be a minimum of two :(2) inch diameter casing with threaded and coupled joints. The bottom of the tail pipe shall be sealed. solvents or PVC glue shall not be used in the construction of the monitoring well(s). However, PVC threaded/slip couplings may be secured to the PVC well casing with stainless steel screws. Care should be exercised to ensure that the stainless steel screws do not penetrate the PVC well casing. The monitoring well casing, well screen tail pipe, couplings and caps shall be decontaminated by steam cleaning and rinsed with clean clear water prior to assembly and installation. The monitoring well casing shall be installed sufficiently plumb and straight in the drilled borehole. The monitoring well shall be centered in the drilled hole through the use of centralizers or otter methods approved by the Department. The annular space between the drilled hole and the monitoring well screen, shall be a minimum of two (2)1inches. The annular space between the drilled hole and the monitoring well screen shall be gravel packed with clean -washed gravel to a depth of approximately two (2) feet above the top of the well screen. Line clean -washed sand may be used as a seal above the gravel pack material: Bentohite pellets shall not be used as a seal above the gravel pack material. The annular space between the drilled hole and the monitoring well casing shall be backfilled with neat cement grout from the top of the fine sand seal to ground surface. The method of grouting the annulus sbal,1 be the tremie pipe method. The monitoring well shall be developed to produce clean -clear sand -free water using the pump and surge method of development, other methods shall be approved by the Department. The monitoring- well casing shall extent two (2) feet above ground - surface. The top of the monitoring well shall be protected with a threaded or slip PVC removable cap with maximum of a one -eighth (1/8) inch vent hole drilled in the top. A locking protective steel casing and concrete pad shall be installed around the monitoring well. The protective steel casing shall,be a minimum of four (4) inch diameter, five (5) feet in length .and extend above the top of the monitoring well cap two (2) inches. The minimum.dimensions of the concrete pad poured around the protective16teel casing, at .ground surface, shill be two (2) feet. by two (2) feet by four (4) inches. The monitoring well.identifi:cation number shall be clearly visible. at the outside of each protective steel casing. The elevation of the monitoring well measuring point and. concrete .pad shall be measured.%iith.reference-to National Geodetic Vertical Datum. All elevation reference points shall be measured with reference to magnetic north -The top of the monitoring well casing shall be neatly cut at -a right angle to d the well casing. The monitoring well measuring point shall be permanently marked by a V-notch cut into the top edge of the monitoring well casing The measuring point of the concrete pad shall be a permanent plastic or -metal survey marker securely attached to the concrete pad. The location of all monitoring wells (active and abandoned.) shall be. horizontally located by the Cartesian Coordinate System. The scale shall be one (1) inch equals one hundred (100) feet. The origin of the grid overlay system shall be located at a permanent benchmark or a corner monument marker located at the site. The center line of all wells shall be surveyed and the locations drafted on the grid overlay base map. GS:vhoo Revised 09/25/84 2 311br,11,t I copies., signed and sealed'by a RA. or P.E. up -front TL u !Tith your plans, lans FORM 8 00!,-,8-a A; Effective: April 1,19 :-FLO.-RI1�)A T "MODEL ENERGY :EFFICIENCY CODs, E FOR BULLRING �C-Tl 0 N� CONSTRUCTION E ZIMPLIFIED -ANNUAL ZNERGY MET -HOD --*40-w1w13,-ru[m9-a sy THE DEPARTMENT 'OF 'C.O'MMU--N1TY =XFFAIRS -Fill'olit :this form,c2Mp; ete17 �tei S: tiSr GEM., liangg, IStc) $7, XT, LST 1. C S NOW RESIVE11411flAt BUI L D. 1 N G S -9_0 T -,N &JkLAE US 04.�Jv" RM �`RJWLM TTG 0FFICE::14..-I 57. q 17 Y. -1 P C, ma': 1QTi1ON No., Florida 11 $P-IERMIT -AY 0kc-A A W .-a Y I L 0 1 N q jo L,,A�AzS I F I C,, -T 1,0 N; (;S) A, R-q V-AL U f No. ,of .stories : TE?rM'S ,SYZ , -,N -0 E! E, R 4NAT NUMBER 1SE E R: Vap; z `,'P'1&P,LAC' KgNT TAPTAL Complianc.qwith 5000mp w,4,4.:,d live �Measuriqis, M@tMqo.qjpq Y qrb C3 .807.g $uperMar,kets 0,j807.3 Re.sta'yr@-p 807.4 Kitchens Bud et 1COMPLIANCE s:Eciri-b VUDG,E T- 13WILVING AIVT114' !il" . IT - ------------ S ECTTOA. 4 jU f_Lj).t, A t.CjU B-Jjf,LD—fN'G MB TwU S F C.Al;� IWLAT,XON b fri,accorgancemith "Sect" -7 r r arld -_7 F.S,. I hereb tY th t the plans fec3'1=m"'c0vc7 07 GN Zalculati nh Ce with the DATE: covered by this; calculation MO- catQ,;MP" withtthe Fkvida'4:nerW C6de. Beforj conStrUctjon,is =nplatad.-ftwPuRding,will be inspected for compliance in accordance wtth-SectonSW5 90B.FS. tSTATE `,0F'FWR:1DA MODEL ,rMMGr CODE MRKSHEET ::for SE= -ON. ;-8 MGr',METHM FOR (GIAW nclx.& sss:14 il oc � inch.. Shad3A,. Z b I ................... . .... . ......... . norllzm,fta 3) W Glaa ed in above entry fcr RI Dor 01 Ir oss sq r 9th 'eight, 04 NA T -Height.. So alass Doors r7 Z •ILL13. Doors... ft�Q7_ �Eass A , 4. • 114.0 qq.ft. -77- No, of ows sq.-z T7 V RM b iLA[MQ -M I R qY'-'7' I F A 0 P E E'N I- 1; WaCJENCY -?'fh I.' S`E c pr 4'Pq I lkD :A6WHit*EhEb TUI LILL!", EN-EH-QT CONsumi-wd-7—i. 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V ;t„���.„�� a�,;,':f � �_.'.'"�-. $U14 r i �_�`3 K.r C: ` �.l�E.! -A:,. :�, _""`c,. ,;Y : _� - ?,..e..,..�,.�•- E ,_ 'f _•�..�y'�e'f.-.. �...,xr ��,e sy...,�.,- �,. �...�.._ � i � !. � `x °..� ti t 'rt rr r • c _ r d c e ; .7'� t .;mom" � _ � $ _sue ,p ,g, --., I 'v-..'n. `�-s � � t ._� . r s^', t_ .-s::" _:..i�.a r c r f--..;,,.-, �.: "'W;,�,. ,,;,, ,�+J'• " " 1 ��- t tS'i: ..r r +z.. ir;,..:: �.. art t 'S 9 Y-., Y�� ..a r �. �. h_ - � t. Y •.k..., $ - R�A�.W - - { ` i•4 P U M P � ..r�ll/. `a.., �r t � � � �+.._ �:. ..._ . '.; : „�� ,�,,.,,,•,1 r , fifis-�r�ri- 4 .... _ X F i,s ss'"an ¢ s',A LSA4� r ict V.•� ' '�;� ! D k +P.i -�tC,� `P,�'�+V i' f '�. _ a -�, '^v `� ft rS i +'r «.. ,C�'�. � , ; D`;_TrNER u 4= �;c �' y � t:'• � A� - � .. �� [ �+.'�, e' �h_ �__ I • : r t P., s MB'TU .41 TOTAC ;> MHTU :FLORA AREA DESIGN ENERGY ALCOIAIABLi ;ENERGY EUDdET Table 6-3.-- %3 Z 487 S 39a 33.5; . U 4 A r _ - . a t } TABLE 8-4 HEATING AND OOOLIING SYSTIEM- KMTIP A LI-I to , j17 Fr. MST-Em"IMULTIPLIERS' IM J- _45 4 & K 3 3. 04- 4 S.c,),b r, A t n' r6eIon wevv� iat He a bil-Heat. 0 % Jt_ 'EjPPtrip,,l 4 -'�ZOT44m-' 3- '!3nuiq 0.3 A Gas d, 49 �b I O'T 551, COP .40-0.44 0.45O�.'; �Csm .26 NO`IE. EER Cooling node COP X 3.413= Ai RTTated.,cooll, ou ut• in BEdfIW "Iw:atts �i - Ratinqs used(SEER-.vs. EER) sh5613 be the. amroptiate for th.;A him c& ull� MR a S� '24 q t .3 101 hang I) e C. _pth- WHTa]1 He ._;.GH74i,; Mai's Hei o fr:GLASSt Tmai-, Y-! i,4 zo 'M T ! A COEFF 4. 6- u S:M= 4 PANE r. Is N". A CAIZ=TIO X pek, State of. Flbrida"Model Energ 6 cienpy Code) '71 Al Azl tmli 1 6 "1" 17 _T P.' 7of the glzsa •to "bottaiel FOR �4 .7 4`11, $4 SECTION I —7777 OD Overhang 'D 6pth- WE` Wan..,I GH .'Glass Height- MU=11 sa u /Cel WH I SHADING COEFF-:-., a (As per State of Florida Model Energy Efficiency Code) 'In c enc:, t i xnc,e,.ft.=, 1topPI-of the glass', to "bottcdl jr na. c, sS t MG, OCCITPkNCr: 10 vii S e c R h W 0 _ ;•.: ; TABYiE 8-1 , }` q MAXIMOM ENERGY `BtJDGET,3 _FOR 'COMPLIANCE WITH FLORIDA ENERGY 'EFFICIENCY. CODE FOR BUILDING CONSTRUCTION- -in (;'Thous`ands of "BTU/.sq:ft./Year) TYPE OF MII1DING ;: , ZONES ZONES ZONES 1,2,3 4,5,6 7,8,9 ZA ; ace.:of Assembly,,' Auditorium 64 6,9 Pl 76 •zt . -�Bai'k or Savings- and Loan; r` s . 4Z:. 43 44 ZC' Clinic'` A 46 50 ZD Drug StorertT �O s 'sz�?; 55 r' 55 56 ZE School =l;wP 1. Classroom 3.1 :: 37' 38 2. Gymnasiu4 37 31 37 TTtt ' �� • - Office (same as ZO) 38 40 l 41 4. Laboratory. « „ z. �'{" "36 37 39 �, sb -,rr .:'S:�'Auditorium 3'7 ," 37 { , :•38:;:='. . 6.• Dining' ( 7: Kitchen -(section 807.4)' ZG Supermarket (se6ilo r$¢7.2 ZH .F otel'« 98, 58 71 t ZL Library ZM Mercantile, r, �R ,•,l. S,tlrip Shop ussitcres `�ess4`han ° t 59 62 64 '-"`15,g000 sq•lt } v. y • "i .. v, ,., _ 2. Department Store (;sti es grifi tern y i r T Y T : -` ..., ..., T5,000 sq.zft:) :,.,' :73� 76:. �6= - _ Mall (conditioned common areas o£ rt lls) „4� » 48 4.8 k j. ' ,� ' ' 4. Storage (same : as ZS)�, •' �v a 'r ' �� grsing,°Agme 7i,t, 86 90---' ti '110 ZO• dff`i'ce• Buildingrc 38 r 4Q 41". P. Autopsy/Morgue ;;., ` .82 7$' 84 Zr Central Supply a;° ,�87 #; '; .84 , �76 3. �Ptat°igu3ta w` 148 ' ' "` 146` .. 1601 ;Emezgency Departnent ' ;, = ` 100 Intes�.ne Care Unit, �- "'� 91 j 87 88 _ :64 81 """" 87 „�,•.-2- w 7:-`6eneral tPatient Care `� Q0 "'7 106 °8. Dining ` (sectio:a a 9tcher�:{sioaP'807.4) ;, .,•..:.,_- .._-;�_ .�_- -- 10. Office (same as ZO) ' ZR `RestaurantA,sfiiction i ZS ,Storages Wzehous`"'(conditioned) -25 ;. ... 25 ,. ..Theater- Z4. Air Terminal �.- of Comtaercal 78 .81 -.. 2. Concourse 92. 3. Storage (same' 4. ag... (section 807.3) r 5. Rtichen section 807. Q. ZW. Place of Woship• Mk{ " 66 74 . 7:8 _ f �... 5� Bowl in A] Zey 58 ZZ Special: .(section.809) ' ` Any building;t not�..4sted "•above u TION I Al: d-,Ih7 w III Q, 9. EXISTING GMPP Lob USE IH (Heav!� Industrial OWOA29dO A7MI-W Alt�* 0 BE D601C,077e,0 Co. e07- V 10. 1 EXISTING ZONING: IH (H eavy Industrial 11. SITE CCVERAGE: Squ4re� Percentage 6f Acreage Footaga site Building 1.97 ac 86,080 sf ;,,,fir7.5% ; Parking 4.31 ac 1871,770 sf 16.5% 1 Misc. 0.03 ac ,175 1sf 0.18 1 i Total Impervious 6. 31 ac 275,025 sf 24.18 1,Total Cpen Space 19.85 ac 864 422 sf 75 .9% IIJ- TER Total Site Area 26.16 ac 1 139,447 sf 100.08 ry! arlvewx e 0r /V eor 3 Uj A, t z DATE REVISIO CHIQUITA CITRUS-0A, 0 -87 CT Ld C U L P E P P E R a c07 /51 -07- e TE RPEN I N G, SIT E LAY INC. DESIGNED BY DETAILEDBY CMECKEQ BY OR (D L0 CONSULTING ENGINEERS 140 r4) LANDS DATE SCALE JOB NO F- FORT PIRCE, URVEYORS FLORIDA 11/19/86 1" 200 8 -471 6 OF 16 r's yxd a-R$z .,ti /IC3 i 4 I 4 I OFFICE PACKING PLANT / FOR AUNT. 66E y/ 5NT, R- 2 WA7E2 5Ek VICE DEGREEN I NG AREA .Y � b,4 .�� q� r4 CONTROL L ER W/ STAR7F/7m 4§ f u e�ry t 3 Sn'4*Sn�.S�i i WATER MFTER /n9 cUNC- 3OX l C,2,W NEW 3" TO EX/57. -8" F/RE MAIN (EXIST) L3-/5,/7,/9 f W j �FuJ W R r TREDOLE ALARM SITE PLAN III= 40� ELECTRICAL & PLUMBING , jq,'..xJ�"" "Y 4urP'M1" P-4, ...�,yd' � .^"4' � .: ' v . ti ' ;y� ���� C I T2U5 PACKING PLANT Jos. " FOR CHI QUIT, CITRUS PACT GRS INC _ a Aaron L. Hertz ST. LUCIE COUNTY FLo2i0t6- T' 8"l 2D� Associates, R A. SHEET {k < - A EP- CONSULTING ENGINEERS y. + Miami, Florida. .. � �P � ,r{ �4 r�/1rr ".?'•.R.,., ., ". , .x .. 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'.r,.. i.: ., a. ,< � � < a. .". ,.rd � r✓'.. �`. �' 47 r ~r ire, �'J' 241 'Z" "4f W 146L L WE �ffl , 0K 1* 4, i rlu� L r 4c (o Hc� 7V4.1 W a 1A SAO— EF4 F CD I �A T= [Ell IH4 c of�' 404 c PC-s rZ r- 14EM - I i 719 sws vol�lmiv� Hr--& WL.CVIZ VULII4 T N w iA4 HEM-1 JS E Z T' 7 Hc-c (;00 M-1 I) VIVO$ HEM-( r7c L c c_ J P 'waclf' Rc-4- a)�p —T 11 V11, AR W lu� TT g 'a % r i i'n j7,.r_. J, 1:1 3-, Hr=vA-4 LIP--,. HP-1 p a '4' 11 If lZ �j —5 Li c_ �7j� Me A& (&, p( 1,9PT ONL'( 'Z- Lb E F 11 F- T, itI-LIWE FL fWKEL 1w, 'FWOIZ. WALL HT"O. VJrZ&P AR PA NE L LP p 10.1-AOP. VAF'orz- P(Zz Lj -1 Vllf�" r: P`A�L I I r�70 WATT pF rvo NNIT. G ro\\/C-::(z FL-ovvirz F_ �4 F=1 ol�vrz FLAUA FVr2- 0-rHIE(Z rLuoiZ 6T?_jPj 'Z-LAMP*� LAMP jo�Apr),� izow-R40 N c, IMP POLIS HT'P, 400WATT 4,P.G - I U 1-1 x lo f 61mov, TO Z*' i; �'WA I I I , � I I - - , Fo/ fs� I C�' T d ATI -170 -fit _7 1- g' 7 TIP V%__ 'T Ic 17� Fty-715 f-7-7 i-VAl- 10-LI V. M*, TO I�TEVT 12-106).�2 '�,UPM pr �V, TO ILLVHIfJAT6 f=rzcw zla:4z; �;cqUKL TD 1-2TO �E70 QL'xL""` I -IT OW 15 L& 7a, V m TF 4 rT, FL00a. r--W(-LO wkL.L, MT'p, /9 LAPP V4,17 HI*aZ LAMF6 41, t�r�j�l S9 Z 2. OrL - DPL, 4� " 4t, 77V, �-:QUkL IP-LIMIF, OP V, H 7 70 W r-PT j7reZ*� PA4V- Vil AVTO- lZ_ 5,4, A4, 0 , -1- _f '? , I i A - -7 27 K, i% -wl U& M '"R -7ZI0 o 1 r-- ��Q , Wl 0 UP A '0 ,4 M r�_OLe2 !Z012- )ZOVi f2APY-�;, 5 g" v F RillPf, Z CITI?U5 PA.CV-1KIG PLAN _T 1810F JOB. NO. rl I�:OQ C41QUITA CITPUS PACVEWSI�4 DATE n L. Hertz __LuciE_CoUW 5-T -Ty , PL021 DA I Associates,, RA, KENDALL P. STAFfRATT SHFF- NS jLT� N'� ENGINEEW� ARCHITECT- 1117 FERNANDINA ST. FORT PIERC7, FLOPIDA 33449 L Floridlc $icew �77 77 f R- 1 A �tn o MAIN SWITCH130ARD 1 M D P ,ryrle 5Q. 12, I - LINE ro\A!125r�Le E) pAce 501000 161, r I r- m 40"\q Y*61"Py- gWh H fte &M Fri21 OOOA Ccowc-Q, a OOA, c-orrec I-PchITION" M&IW EL;,:C- e�ouifl am. \/OLTLGC-,, 460yPt"t-1 V - 5 414-1,41 9w C K7 No, L00 I)EMANI? KVA 19EMARP AMPS wo' POLESPNAS FME SIZE FU% or ?- Tr- I c IWIMS CCNC>UI-T ma mcc-Q 0,0 3&105 5 647cakl, (1)3Y A 442.8 533,5 5 Goo& ULfZU Mw 35 SPdCE ONLY C40, 0 72,3 COO. 0 ill 5P,&c- E o N L,( &o. 0 IZ,?p -7 5ep\vlce TO IMPIP, 11,471.2) 11J74.t(p *r)6WM9 SOUP 9TXTF, 71 WtfIAIc(WL0Gvr-) E�rzm4rarZ rzrr.-D) wi-1 �t 54ALIWT TRIPJ� Cmr�OUPP KLUL-r PROTECTION50lo &.I:. c &1?E7W0M5%VP5TLTf 6DJ05T eq- Tor 000 A.-L.c MOVIVE IAETEA SECTION 'Nme 4 VOLT MFTEP,9 cl Pc A-V&�J P&T9 LOW5 To W9-5CLLE Patsif� -!) (�O\j I P E 17, C&T W J-YZ00 - A, L IS #4TIl i rJa emvvtce- MAIN DISTRIBUTION PANELBOARD 'D Pl T`(I?[-:'l 15vQ.V1 I -LINE-) "M HCN MOUKT)Na' SUIPJr46.Le (tVw x 691h"51) eAjs bmp-�, 000& (comeIZ),, I? rpA <26Z, t��m 1-LOCATION: MkIW IELEC� RFQGtV. RM. VOLTAC.-F--. 480Y/2-77V- e4/AW/SN 107.0 3 3 I25Q 4* 1 IZ PANEL 'RP?' 4NDT 2 If rvc 0 PANEL 'R 10311 AW) zli rv- 4o TAW) I 4t4 C V;. :)i4LY 6,0,0 71, "J IRA, T2A.t4c.1'F, T, I VU-) A �MP41 J0f3Y1(,ZoV-:�;,&14W. m-r'p,e+51 0 aNI�;T(ZLIT P-106v FVMolirc IT" ALL T14CP-A.9 COPS, Ill c2ruitA \J&L\4e P& tJ I- L 'L A.' \V/P1rZT LeC, L -rAm V- os supForz-r 6T&"qloK( COI,1c. -U'F::dE--L OIL SCFFO F:lLb, — CA-v I I/%Il FUEL. OIL, C74%� TA. NV- L \\IA LOOM 4ZI14> ey,4. -- r.) I r-16 I WALL, Ti,wAV-E ITI&OSIr T-5) ,5 V-V4 CA ru L 0 d Vc- rz cc*Ac. F&P 1-19 lcw r VA >Eaccr5 GtZOLIAT) lzt9p 0 c1\V1 Five 617LJP3 0 z MAW Mf�T PrarL F.P L CO. aQM'TS, t40TrF, c,-,, 1 .5 19 MIST lNSTSLLEO pq C-Le(, CONT .@-+&Oil ROT E&, Fice &L&rz" LCOF eIA&Ll- OF oz) C4 14 (I)PP \X-�To MMk-&.95,S COKIPUC-167r,5 ToAL&r7-" tsit-11,1STIr-A& DEvic-a's F I V OK,4PHF�. MT—C-� z C00PLcrrC4 TO tU�o-k t2sNPce,4<1 �`F,e�e,ec.ta tVr .-rM--<.P Hc-;C0/Lr-qf4—x PC-Vtct-S TO �f- f-vr-- W L-/ 171 \/I M P It TO I'kIr eCLfZ&, ,,9L'T'rdT MAN To er. nvtpacp i ff4 R41R ww, "a"t, LEGEND )Mq&LLf-L STIJ05 � -5*(amMGM (r4w) V*P,"CON ,,O MNP) QUTUL 3 V 7, , \V/ r-&Tikr,ai4w L&6Lf, LWi A �-' pel72P, 4 L. co, ec-Q I m TS - T2A,N5Ii=01zMe2 A:P.44`( Flee 7-1 M. (6) 74 17-57 N Qt,O. , � T rzz::Ip VA L-(Louvres - 'FLeX-- r,oKr-A, LoUve-M �j CAA-c M-rL, COLL6-a 710 Z&P10T0'Z TOTAL C0tJNC-,CTEp LOW. _55.,94-0 V,& 107.04, e 460V/94' A . L040 lH Bl LOCATION: F-CxREERINGq CONTROL RM. VOLTAGE, .480 tttotf i7V 1A W/gm I 32&0lefl0cvIW 1 12.17 200.o SPL'r a 10 LIFT PUW� A 60 &ccc r, it I oz ersp Itt qIft 12 Itif S1pe_ I500TH II51PS 13 5UPFL'l` Al(z 1 5A 3 460 1;00 Ijtt'eM T 14 %mAle IAA 3 146o 1500 ao-AT NOal-4 SkAM .)o0n+sIIDe 0 -FCOF exitt, 460 �-112'iSMT 1200F ey-R, FIR - /L IV PAN- 12 r 23 3pAcrl_ ON(24 6;0A, UO 46a) -3/ 41'EMT "23 4 .1 �llfz '0' 4 i 4_ 1117 A -117 4.?)o (4a T "z 14 (4!�7 j/_Vi 30 F- i 4, po I. if 0 CONTP-tOLL52 by TC,, *I -TOTAL C9Wt4ECTr-_P LO,&i?: 751840 V,&= �11.4 PANEL', (T`ftI`PE 9,6. MAil't 1,115PA-M.L.O. LOAD lHClMONTIPa4 i2f-LUeit ROW'.) !'SUS R&Titff 112r�,&mrlk� LOG&-rI0`W' V0LTAGAC-: 4eo Y/el I \1 - 4_am4 1 PARKINGPARKINGLOT POLELTi'o W4 I 271-7_ 5� 4y 0 PT"\wj Vc2 OP-P-ftivow-ft, TCVI L F_-T LT9. 120A 1 1277 1 LSO 3 T�-k EXTERIOF;) ii - 5`340j z, 12 (TH44 11'EMT 6o OFFICf-r- L71--a;, f0VI 10 - w i tl AW� 90A 30 1390 (T i1 FWN7 TOcv&Ls CONTROLL-r=P 6y TC.#,i' TOTAL WKNECT5V btGl 550 VA = 103, 4 'y "g FFt 1: FF tJle_ F IFI�FF Ir,E f. i� 'T FF iil let x 4 If ld,%, FF FF F fQ A ELECTRICAL PANEL SCHEDULE Alm, CIRC. CIRCUIT USE I BREAKER VOLTS VOLT WIRE 1, CIRC. CIRCUIT USE BREAKER VOLT51 VOLT I WIRE NO. I SIZE I POLE I AMP. CONE) SIZE NO. SIZE POLE AMP. COND. SIZE PANEL TYPE: 5Q, f) ) C-6T*MFEW?7:304:!�,!�4 TYPE` MAINS: Mitt- PANEL LOAD MOUNTING: f=L_LJlaH BUS RATING: 12�ok -7 A. 'H Do LOCATION: LbP7/L0LJIfft AT TOI LZ_"r F_NrPtIY VOLTAGE:4R�ol/'Z-77 cm 1-1 lRmT IL�; e I OAOI UT1 0 NO t� F, f, - , , - I - 0 IZ330 T &rz 1 fLi 21 T MFF V F -3 460 12,V &AT iO \\ff L7oll 1114, (*oA z 49)ooitoocoo LS 14 4 3 %0,uo vIN AllisfFfif S,�)A 4-i50 -ItkF t (s) Z52 T- 4Tr-?'5 K-iift 19 - TZ... IT T &oA i 460 4,xo IT Vff(:;�OA 2-A80 41j6w 5/4j'C- T lz Iz z 2A s?7 TRUCK\4 LL L-r�;, al4nk(__ 'PAGE 0 14 L-:q 2;000 Vol 50 L 1A Q F, mv • czoIftATFLv0LLr-_P TC 4t-4 TOTAL, A, 6 d,60 %113 4, P&I,AC- L Tyre, t5tR,o) cxr MAIKIF," lZIi q? MAIN e7lPK7, .(JIZ5� A.i FtfNeL LO&O IN eK,4'95_) e7ug PLANT MAIN F-LEC. e4UIP, Am, \/O 70 'flAti) PEW7 071 LI i"it(` AlliCEPT L�i pz�ce �r- 20 1 1 4%0 _1/tIEMT ?L�147 �TJLITq WEPT. oo c0 - (%312(IN) 10614RN) MAN) -9/4"EMT SLANT F4PPLE ;rN5 9(00 c1c«2 13 14- 9(00 til;� MT 1(:;p Cbgift UTIL-k" 1000 lz 10 EMT 22 1.4 rr)V7rl)L pi cog rnvt -MC4-1 31-41 TOTLL COIIfINEIC-TeP L040 v 34-,.f&40VA = F&III I- L _TyMfst5Z,V CthT.*Wl��41450-12M QrYFl-'Q0(�' 1\h(N5'1 F&tt L<)6It.0 IIA0UWTINc-;" 09-b(:wlrzI5.) E�� ezZ5A 913. 9 A. L B' C_0HT17,0L PtIM. VOL,-i-AGE, zcettyl I toy- _v,4v4\v1 stft I PL ANT at L I iy REccrr 2oA 1 1,20 E500 2 PLANT UTIrriReLerr. 2aA, I i i/2c, r;c� ii2m )iz) to(n++Ik) I I i I ir-i/'L''EmT T E" 1A 12co %U714 C70�fZ, Mi4�r_f eff Iwo q#( TH ) I �v 0 lz�lrll FaN I't It Z#5( 1 5 4�lp&vm KOO " -rcF_ 4E9lC:-0pLF_ WA944k V, 25 J(p r_0qTIZ0L VO\VEV- -MU� Ff 't I I - /2 EMT 70 TkL c0fIf�,,F_cTtEP L-06.0 'tF 1 Fi, If "T I If F, E L E C T R C A L RANE L SCHEDULES 'W' F; t F., F C F_ ELECTRICAL PANEL j SCHEDULE BREAKER VOLTI WIRE & CIRC] BREAKER VOLT WIRE a CIRCIAT USE VOLTSI I CIRCUIT USE VOLTS1 NO.I SIZE I POLE AMP. COND. SIZE Nc).; 1 S17F I POLE AMP. COND. SIZE PANEL THQJ LLJ(.Itf�" MAINS: ?r I"If e0f'Z - PANEL LOAD bQKr MOUNTING: FLt lQ0v vs'aBUS RATING: SS54, LOCATION: OFFICE bjZ�,C0Q(ZIQM VOLTAGE: 108 Yff V - '�/4\V /--*4 CO& I I20 jw JOs-if (-WON) 4 CC) -- - - ----- EMT 400 720 -- -- I IR. 120 -9/4I'>~MT la KI T APPL 11 M5,.0FFICE-K&mm 0 -720 FL&U 14 cort'If &I'til 7120 (:::7FF:l ) 15 COP (TKRg 1000 149 12. (TIM N) \q lAz 4z 501k lz 106 bocoo -51 - - - - - - 'Vir Fir ipt �& Z 0z 05 &r- C eNT L�TI�0� &RU NO. I (TN s4rj) 3<ar4) BOA 2 It 70j& W/ 10 1C \\1 4-1 rl EMT IIDK-\v ifmz. FF t - *4 EMT 330 L700 W -AKcow.u9IT*l 50A 3 Izo 8 330 -1 56A Z .120A, I Ito f I z (r�+ H W) WA, coo it 41 to It vz 4 -5 F'& rz� 000 5:5 e`p&__s 00 L'y 54 SPACE 01"ItIL-1 59 If tMTefZL0r_I4_e:970 mM?C-N/E CA LWJ t- tJ I TOTAL. COWItIf Lot.S-9 ', Gvlt,Z,90 VA FAMEt- (T ?pe MOtJ"TIW-x' -LEZ:XT !ON L4_�,/j 01-1119 -tZn L�j srA tcsif A Off --=4,114 \Y/5,m r7l't 1 104 2 LXE�, IZECE:P`TtI�. I 1 1&0 3(2�_lc MgN) Q4,1 \41� jr, 4 0` smW F r--MT 4 A 100'7, 1, �,?_ I D" lk 1 Coo aT IN EMT FAN - /12 w NTILI ;RZ Id 1-(T+4V4, AFv lIkTrz.I cONTW I II;lUt UTlRM.. HOT \\ITE - w -D Ho r I?[-_s;0 A, 1-7 1500 Ff 5 SIG `�ele�(rfff 15 AAA -2 '206 6--40 A/C- COW?. ev A, 111 020115 12630 19) UNIT 42o'COlif 10 C09TjZ0LRKMctM, WX 1 1120 .500 ------ -- -- 21 PLAqTUTILIT4 RtCEFT. q0 A, I I IZO 500 23 (c it (,fz 1 24 f L h, 9- r L IT I L I Tl VrEc c fie Tr� 5, 15 VUAT 260 1000 26 f27 + 10 _157 F&TZ I-- I 00vo 17 40 42 ,K- DENIES L&�ER LOL.Z77 CJAa.&Tl tif uf,---.sp i=c;frz r&t4EL L0,&C>,, 714e, "e,&-rt Llft,f Lrt FF i°s -si 5 2 CITQI RL4.WT , FOP\ CHIQU17A, ClT2U':-:F) 74.CKEl'F7) INCDATE R, R" N, A c r a n L. Hertz 97, LItt I F_ C.01JIlift 'FLC)IZIVlk Associates, P.A.SHEc KEND,&LL F. STARRATT GINEEF?l Tr--(: 7 Miami, Florida.`17 FERN&NMNA &T 'F1 CONSULTING EN IF IF- T5 u C. 1 M f, Ep Ep 1 � 2 p 3 SPACE ONLY( SPACE ONLY 2 i � MCC -I I 15 T-2 i PANEL. �4.-3P-.3ch/3�V SDP' — I 400y (e�( P"MG) 15 MoTo Z- LO6P'57- P6cir-i" M& T I to 11 MDP•3 8 I LIC-rNTtl.1GLOAD5-(�p,GIZIitG pCp�1; I 533,�b, Team(" eONaucwwr5d PANEL PANE cfi! MCC&--F- MA►N LLC I r-oCIZC>NATe \\// FM C _ 3 I� �FdoP D\V CGS. � MDP-I '12,7 k. $ ECG UIPMEN T LEGEND S`fMl?jCl D<=SC. >`I%''T 1 �N I ©4 ST�Nb, d'�IcVp , 48o V,4 Q'oPaY 120'�, A,,bSoyA/2a8��12C�d, W, bo° G2I�gF-, ® SQ. P) C,&T• #k H 2 N, <o0A F 9N aW itcH D�f1�yl D� 40,4 r .O� t' �NAN�MODEL3tl-1.Si�OJF-1g2 cu7FUT PC41\6 ty -r++ FC7L tol,$ch.10-4KLI/�Idl C oAMPsI GE prod G2(o-Od'70� ((o2G-o435, Cow IL�Noez 2oTL 6a 2 L of I c/le7L-esi (H AY r tk�CVT%op, (1O D M ' fb jua Lam. , FLLXI�LE tcX,t r, Uh x 2O F-r, C.OP peTZ. C LAD S,- erz L D2 i, VC-nl AgWlkop u lw �` '"fL$i^a u` MDP-2 0 l.5a s Y CC e p sr x -- -___ _______ Igo 3#Co(THHN)-3/4 �� �•�°. �. d.itl (iN\V)-II/2"COND. 1'r (� 5 3 (714149)-1"C011P. G��-�/G�(�l•I�V)-2d12"COND� 19 11"4 (7-it ) - ll'z" carAa, -70 2 l c n rt r I ♦v /J- f^; Loy L. Hurt, r Associates, P. k I /Ilt'4� CONSULTING ENGINEERS `A7 Miami, Florida ---------------- x T f I I I 1 11 1 & . I I I . :FF- � Ill, FF t. , 'll', - , F, L"I'll K; i 461 K 2K, I F,:,,y, Nll-1, lZili, iA� Ff Z"& i 21 , - , 1,, �Wl Z' A �,� 10 FJY, h, IN 14, FA a 31 N'l 5 (D io J'4 4�://Z R54#-LIL,4701Z 07- 'r a,4t� C6)M10A1,J Y' rh F lF, F IF p, 'if l, IF w Fill FOR OL7AA- OF 2, ��Ipf, TO t—A —A t��AA67157 /0 .3 (TYP-) -I,-" J I .", , , I l I � ''I � ` I'll, -1 1 1 1 1 17_ 4-4 1 Z 11 " I % , %%% 51 "gl� or"'t 'I ;1v c /0�0` (T 0 74 IL OP �jd P-3 I ��IFF ii'wl' Z Ati'l MAI 1 Al Fill t A "FL, L W, iZ );Ii �,gqsm mus ZIP I'll ill N 'F" ', I A/0 TE: SN -0 k �)� � �� MW A 'I'l, RI F; A a l'A -g"z lv', fiI Ul IF PL 14 v -5EE 1601VI971?14� 51111A 3 _0 Y Al 4 F� F, "`F IF -IF F, A A Mr WE IF i �RA,j' lFLc,Fj,-, F�j *'p r N T R l ELF FZII FF 1111 1 W. . i \Irt *w 4 k I'll I �� 11 l '17, X_Lfl, JA, —D OF c— ��_ �,A K�l Z, _� - __ —A Fli�t", F-q 171, F -Z F T"i _1T T� 14111 lill, 11 �Z, l: FF , , , " , i F L �Z, l:",` Z� `Z - IF k T W R�,33lfl IF r T �lq U/ F 'r, -314 F )1�5 FOR IF 41 1 L�F%:: L, '5-, F, F� FiF, 41le �vz 7ER 0& TZE r�l, m WIT14 1211 40 "Z _5'17Z 7 ill 4 r I F''' 5VE� 441D WITAI c )"z" A' R, 4 'N W alnv CoAl se45 IEF-I IMP 7, A 18 iiA F�,F N , g -)WEF 1P14N I -'OR T<9,,Vle 0 FI 'P, + V/v FZ_1 V/v E-Z _F� gm� 4 F F14,1Z F' flZ 4 A, &N '�F,ZFIF` 45" ILL LF, F 14 Api, iFFlLz, al �F, -IF A , l:iltii F IF , I n ,, A" viv F, 4 Fli lI`F,,:F�:j�., F`F`F`,-1,,,,,,, "Fl, I, w, X4 m w ,29; Fl, !% tip Fc� 0 211 4;i�� :l RUN 4 'IF F.l OF lj��A g, '2" It E, SAWN, Ill MA jij�� 'Flo 4 I ILL @1 11 " p�", * r ;ZFZ",J�'�,l�, �7 4,4 W L_.,_,ZlF, ' � ILL 1 117 _7 FWFII T & Fw F� ' � , 11 1 F, Fii- I F FLI F k ri "II7`07WZY ALEX,' k'3 OF ML F ,, F- FF " 'l, , - FR, 'LIZ' 1,�T u LZ ggi opq r, J, LF N Fl,iFFjiFF;gt� F, ZZ: Li T- F�F,�I lop A/ R L14 E,�"LIAZ 7-0 C14A MPIO�J i 1-7- A Ll 0 0 C, /-) /94 ;L PLUMBING LEGEND SYMBOL DESCRIPTION �OLD WATER PIPE II NTER FIFFE NOT NATEk REORCLj�AFTliv,�? P/PE —A FlPI5 IVATLIleAL 6,4.5 Ir-11I 4-- eALL V4LV5 >0— h34L,4AICIAk� V4LVZ7 I,_-PECk- M�IE 1-106E 31,3,5 Q FD It:-LOOR D1q7A1AJ y 4 �/ VALVE /I VErF7-1C4L A =— l4leViv 4915/1/0 TE 00w/\/ 5Z 0/1 0/c PIP15 IN N& : w", '2!50 �54 Z c��AP 741_Z� LIN F -T 7N6 4;0 "g, 'J "cril' I I F� VIR, 7,a - Ila, 4 1117114 eI )I L A// MECHAN CALL ROOM L.0 _7 sm 4w IF- q IZ,e F, ?FFF11, 4", IF, X, N Z A 64) ille, A4A5_- t Y, rl�,I��ZiA FF 4L_5_1i!1 _7 Aaron L. Hertz L il F,� Associa tes,, P.A. �WT F'! iF "F: T IF AIR COMPRESSOR ISOMETRIC N CONSULTING ENGINEERS F, Flo F%F� 7k 'FLI j" _7 FcZ � Iil,, 1_� i, ZI "i , 17 "Ffl""! i L ys'r x.:`:. '.w Y ;f:.,; ;,.`as t wx r fr •® W+p€x9 rrp M " P% .. ... .. ,}....,. r, s.:'. d r,l ! =1 ;• .. a. ... .:,. .. . C �p A,. .... ♦ ... ... a i . , 'V• -'S ..n 1 i. .- r , ..,5. .., marA .,..: � :fl "s ... , { , rY ^ ......, .- :, . ..,... , ... •, w�i .. e � '.al..,.:. H f . ... µ .'S f. �.i. i a. i,i � . " , r ...., x . ,. _ • ,.., " .... - ,. a x .. Y IN .y' i 8" UP TNl2r� goof To !'Y P. c�/P .z W '.5 i' a -;y' d."' " e.,'c: w. dE skp ir- RN .�,.z+,.y as Xys 7a ^rY, qr a rueyy czu.n. i•. .-Q. .Y. ,} " o // Pk'OV/OE VENT/LATFD RODF TN/A a 8 xo xC� TEE kyl �'LASL/iMG CDLLA2 Cam' eooF NDT O/P COLD lNNA7E/2 `t '4 I �En/ETk,47101,1 MA L /N dap ryA 1 �LUF 1�2 j PIPE MCA NOT ATE2 GOMP,C'E55EZ� v, �"' , 6 v I� " TD SYSTEM -- --- TNERMOMETE �TA/R MA/lJ R/' E f Goon P1PE5UPP'T� s IeEL /PIPE 5&1c11170R7 (-7-7 R)1C) VyILvE ITTJ a /2E7 /EF L //JE QU// T T OUT.540. ,-OF 644 - ' 2 6,* F� "I",�� y ,a,,. i.�»� OT dR COLD BA L VAL VE _ _ .i ` , � � /1�y,� s WR7E/2 oaof' L//✓E CTyPrcAL) — 4� NWR .,. _ , B<1L L yAL VE V C-II RECI!?C, PUMP N/940 T- 595 f , I B/aL L li4Z PLC COMB. P,PE'SSUIPE .� . -' y v1BOO s s95 /ZECaUL,C1 TOR, �'/LTE/Z �T>'�> AND 4UlLET P E55, ACE 34lit ., 'x u ., ..._ SPEED14/R No. 2Z436 � u , "t �, .4 : /i QU/CICOlSCl7rt/NECT /4 /l0 E B/Bg W�� n' �, �� COL/PL/NG. NIoUUT CNJCACD No.7T '. �, 3�4 411 It 4T48I1AFFcl)-/P% W1E-27VgC.gele WATER HEATERS DETAIL NTS A 1 � _ r i`4 .,.. v. ,Wl .d i .♦ " .ka .:, «:. rr '_. I. x fi if 3 5 xt I / u Sr '� 4 I, r A, 4. 2 .r 1. �4 H it 3l , } I /L rr�`k"�'• �' Sa .� �. " xu'+i"§., " I/ 11 _ I / COMPRESSED AIR WATER OUTLET DETAI� ��• la 3 Q I TRAP, SEE DET,4/L J A OUTLET DETAIL NT NTS " r✓ Try s sNEtT 1 i v' I F P ; �/ / i"F' d :• : A �.., I � �.e � .'S4 .. I 1 x ¢,. ,.,v 1 ... ky. +��;� " -t•. .n'. +a.�'}' rs. , w: .. 3-a^, „N'4mn �B } r. •ut �9-'�+k�i' 1 r"� '�da� y's "�'�: *rs I "� 12'� , s a // .✓ MA/�/ lV,4TE2x' ,rk it k'A"a.{�� paIN! �/� . {P" a ti 'Y`i , " y>•'. x .,'k:4,5 >-.,r,y. .,a� , s,P , 5 i �' 3/,/ // f Hc/Z.E lNN MPRESS,5 l W 3�¢l/ CD D drzoP IN M�zz4ti/NE ol,14„ CL&. 7YP OF f/ 314 / W h '2 x`. , W ll x rr I` 1 p m _T d, CODUTEe //✓ LAB _ �02 COfIP, AIR 9-1TC5� • AND //OT coLD 3�411 / f 1�2" {4:9TE2-yo5E L3/8/3S /- �l 5 OETA/L p 11 -el Q ` I 11 x rn CODE C. 2' A 3J4 r 9 a TN/S S,�fT CTYP.)/�� l� s^`'4 i r , �v t I Jk'1 'x nF rS , : rv! wa i _ [•, i'y. r3.. ,p,YCnskl' MY, r 4-Aa3, .-* }{s &` «. 1 3/QpiE ,S,g"^ t i R x _a lr''�'1h'n 4 1 / ay�z'> N 1 K M� w k128 M , ° s ; r' H i' �`*S' ,114 A ?< r .Ir'' s� v�, F �x.yl li mt p a +,~.I sf mt lI H ' S4 k W n fa.:x, '. 3 mxy'"„.. a i�,: t� vxV a "r= +'ekk- �lro4.+,.'Av',~S , „� x 1 ➢ w ! �11 i'%��� r 1 1411C 4 \ A , I A 31411 /Y , 4 �G 4S M P AND 1TV1' .,1 c w. Br 4NCN o 1 �/ Q, r T 4wt,3'w a;.""'-x , / t: + :S " '} b -ftr k,w} , ✓'?.; # u:' TO/G ET /?UDMS // / (� V // u a rt' Eir_, �"bu2`,. a '. ✓ I a -sr,, 3 d +f� l �' ..ia. # n x rl :$•'• n ` ,{7I`./1 �Ir/\` I r p +`h t€n4s,fr'9 r;' .x r . ,' a`t +,,' � "I}]p ,: [3w '::<fy ,.,'k?'a!i t 5 (,:..•M ^ V »,:.. V II I� /Y :,;S;f i'wJ.r, ryl ,�.'''r,+wf a�'.',V,.M1i.. �e^°„x. N,W: y I' .Af _Idt P� ff 7 112 GAS LOAD ,. � ;�A�PRESENT 4 , $fi >,Wi/lJ 21000,000 STUN (PLANT NTI?5. 2 000 000 6TUI-{ (PL4nIT NTl�3 • � I , i'., . "« a°'. {I 'yl i X: 'e" `xry qwr t`1ar€ aA *�'y�, , o O O 0 (DEGRE_ /w 47,3 / D Fk HT/K) 2, 4 00, 00a I (DEGIZEEN NTR 400 O00 (WATER NTRS) �; „k, D DU a �ii 3 , Q (LAB,) .I .I' 3Q a xk s vde. 7 'ir -7 23U OD O 6 T/1 /-1 ° r y rr" .�' ."< x^� k��, fI EL ECT. G/✓l� �. ,+' 5. - ,"L� > , t.,,� .,(,r , .. /j / / qFz' �rx`'ii:x...' .:Y"k s.. *. f // 4,4a0,000 BTU!l (FL/TL/RE) CDMP A/,F �,J411\1 LOOP —� 3/4" DRA/N LINE TAKE -OFF FROM ,4//? MW/✓, SUPPORT P11'TA/6-i fRUM S7V1CTURE Aim Ox?A/rc/ LEt r r „ 24"0r X 3 CD . n/ZyH�ELL ti AIR CON D. TRAP "NOW ,,w" DETAIL I f `3 NTS. 3"GAS P/PE CAPPED Fort IU7 EY7ZAA, 40 ^z AS V. J � �� COMP Ali' CViI'P D�4, i AP FLITLWAFEXTENS/OtiJ TG 1 D(MEEN//✓4 RooMs P� PiPE l�4A16Ek SEE OET,41L T14 E SSNE COMP- AlR lollF G/¢" f l c,W PIPES (TYPICAL) TYP VERTICAL PI P N T S —USE pOU ZE l./L/75 / / LOCK W,45//E/R @ EAC f ENDS CTYIOICAL) 9/8"4 ROD NANCWS ,474CN TO PURLI1,15. (TYPICAL) _--- CW f IDES ITYP_) SE'E l5ol�F/2 G FOR s/zEs NOTE= /IANGERS G e /0_0" �cNANNFL sLlP�ok'T ., « .ra.,...�: .. , ,n.. 'S=. x ... k.. � f av:, .-.:. 5.... .._.. .,..- a. 1'Y .. Na,-,. .. x,. ,....,C, ,. <,.. ,.. �,, ,.. z: ,., . t. , ,. r.. ,,,' 6 TAL L A ��._ . /� T f f , .. � ,,, _ , I d . , ... r ., r,.: T r � y, _ t Y �. , k � . ,_ . . �" . 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