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HomeMy WebLinkAboutSUBMITTED PAPERS--- -ti v%W - r rr OUNTY P-E`RMfT-�APpLIC� Ai ;.� / PERMIT NO. CODE # SEWAGE PERMIT NO. - APPLICATION FOR --PERMIT TO CONSTRUCT C56-PiU LTOB LOCATION/ADDRESS`" o EGAL DESCRIPTION - ____S t� a lne c�. _. _ CANN8D By LUcie -P'5_0PERTY TAX ID # S' is 8 O 3 y SITE. PLAN • NAME Lbts 1-4 1 1 -13 MAP # Z 70, FLOOD ZONE N .+ ELEV (X LOT .3>: PNa'epa r BLK UNIT ✓�EC aZ TWP RGE D F ZC �� fly ✓tOT SIZE/DIMENSION3..3$' l S 3/.s9g K 3C�'Y 370 2 1-1D --SET BACKS • FRONT v*Ce( REAR -) SIDE SIDE 7d2 EST COST �I,� O , Qd BP VALUE RADON SQ FT BUILDINGS: LIVING AREA a �e,1� � ACCESSORY ARCHITECT: NAME KUo Sd'L/a.r PHONE q 3 e{ Z y ST i0' mod` CTY ST ZIP CONTRACTOR: STATE REG/CERT # CC C 02SCo2c—P COUNTY CERT #9_1 tL � N' c�- _ PHONE Q 63 �c00 2 aa� ST 15� Q,. IL1^1Ak2k T?1 CITY WAS bU �L a _ T ��C.YI I ST ZIP 33 OWNER OF NAME S t L u c• r -� ���- ja,��Q` PHONE 36 S'- 3' 7 G (:?3 PROPERTY: 0j8 3-1L-90 ST aG/ l�(s G /i"-c ��" CTY !`(cam l ST FL ZIPS )�. 1 3� 7 STATE OF FLORIDA, COUNTY OF ST. LUCIE O Before me, the undersignedqu t e sonally appeared, who upon 3 being dul sworn, deposes and says that the in�`ofma`tion contained in eg . ng application is true and correct. ► f�R�zc� s PLI NT S�s"to =� to =dad subscribed before me�R this �C, iP yfl� 1 . jr t 19 —_ day of �t.:. SCHOOL IMP T ROAD IMPACT Notary Public, State of FL at Large Req_yes_no Req ✓yes MY, Ommission expires Amt Pd_ Disno t Ste_ NOTARY PUBLIC STATE OF FLOR�DA Date Pd M�: ` �d NY COMMISSION EXP. MAR. ���@R� Zone y BONDED TNRU GENERAL INS. 00- Fee ffI :l FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' SECTION 8 • SIMPLIFIED ANNUAL ENERGY METHOD FORM BOOA-89 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Non -Residential Buildings ALL CLIMATE ZONES PROJECT NAME: 19 S )C ZONE: ADDRESS: 3 BUILDING CLASSIFICATIONS : f,7 CITY ZIP CODE: BUILDING PERMIT NO.: BUILDER: PERMITTING OFFICE: 5T.LvC;-f_ Glut-17 OWNER: S&-^'4-H '69a55ew- CatrW io- %- JURISDICTION NO: B ILDING INFORMATION WALLS ROOFICEILING FLOORS DOORS I GLASS TYPE U I AREA TYPE U I AREA TYPE U AREA TYPE U I AREA TYPE U AREA Concrete (CBS) Wood frame Metal frame Insulation R-value Under allic Single Assembly Other: Insulation R-value V 0 Slab -on -grade Raised Wood Raised concrete Insulation R-value Wood Metal Insulated Other Single, wall Double, wall Single, tool Double, tool SYSTEMS INFORMATION AIR CONDITIONER HEATING SYSTEM HOT WATER TYPE - EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE Unitary & Heal Pump Central Heal Pump STRIP figA 7- Electric < 65,000 Btu IIt 7 SEER EER _ < 65,000 Btu th � HSPF Resistance Ded. Heal Pump ❑ 65.000 Btu /h - ( ? 65,000 Blu/h COP Water cooled EER Gas Evaporalively tooted EER Water cooled COP Natural ❑ 111AC LLH Lvapoiallvuly coulud __- CUP LPG ❑ Chillers COP PTHP COP Oil ❑ Other: Gas/Oil (circle one) HRU ❑ <225,0001300.000 Bluth AFUE > 225,0001300,000 Btulh El Other: LIGHTING KW: PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION I REQUIREMENTS CHECK Windows 502.4 Maximum of 0.5 cfm per linear loot of operable sash crack. Doors 502.4 Maximum of 11.0 cfm per linear foot of operable sash crack. Joints/Cracks 502.4 To be caulked, gaskeled, wealherslripped, or otherwise sealed. Reheat 503.3 Supply air restricted :o set cold/hot deck temperature to meet load of worst case zone. Ventilation 503.4 Supplied with readily accessible switch for shut-off and/or volume reduction when ventilation is not required. IX HVAC Efficiency 503.4 Minimum efficiencies - Heating: Tables 5.5, 5.6: Cooling: Tables 5.7, 5.8, 5-9.- Transport Enuigy 503.5 Minimum of 8.0. P". Balancing 5036 Provide moans lot balancing I IVAC air syslom & walor distlihutlon system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermostat for each system. HVAC Duct Construction 503.9 Constructed in accordance with industry standards & local mechanical codes. Ducts must be insulated to minimum R = 4 1/15 (hr 'F II'/Btu). Piping Insulation 503.10 In accordance with Table 5.10. Water Heaters 504.2 Must be ASHRAE label indicating compliance with ASHRAE Standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric) or cut-oll (gas) must be provided. Heal traps required. Must moot minimum water healing ogtripmenl efficiencies in Table 5-11 after 1 11 /90. Swimming Pools & Spas 504.2 Spas & healed pools must have covers. Non-commercial pools must have pump timer. Gas spa & pool healers must have minimum thermal efficiency of 75% (78% alter 111190). Hot Water Pipes 504.4 Insulation is required for recirculating systems. Piping heal loss is limited to 17.5 Btu/h/linear foot of. pipe; see Table 5-12. Water fixtures 504.5 Water flow restricted to maximum of 3 gpm at 80 psig; toilets maximum 3.5 gallon flush. Public lavatory . lixlure maximum Ilow of .5 gpm or .5 gallon it has sell -closing valve. Lighting 505.1 Ballast efficacy factors are lisled in Table 5.14. SECTION 8 COMPLIANCE SECTION 4 COMPLIANCE Budget (Table 8.1): Computer program used: - Building MBTU/SF: Section 5 Budget: Conditioned sq. ft.: Section 4 Total: Compliance with Section 8 was demonstrated by a Prescriptive Measures methodology or by Dual Calculation: 807.2 Supermarkets 8 809.2 Basic Features 807.3 Restaurants 809.3 Dual Calculation 807.4 Kitchens Budget All plans and specifications shall be signed and sealed by a Florida registered engineer or architect with the exceptions provided for in acll n 401.229. F.S. and Section 471.003, F.S. hereby certify that the plans and speciftc i ns c ad by this calculation are in compliance with the Florida Energy Code. SIGNATURE: DATE: ZI 2'L O Rnviow of Ilia plans and specifications covered by this calculation Indicates compliance with the Florida Energy Code, Before construction Is completed, this building will be inspected for compliance In ar, • ,jance with Section 553.908 F.S. BU1LUINGOFfi, DATE: B-65 FORM 800•A•89 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 8 -- SIMPLIFIED ANNUAL ENERGY METHOD ADMINISTERED ■Y THE DEPARTMENT OF COMMUNITY AFFAIRS ENERGY CONSUMING WINTER SPRING AND EFALL SUMMER ELEMENTS TA�La U• AREA * MTR - MBTU U• j AREA f MTR MBTU J U• AREA i MTR - MBTU• WALLS Uw y Aw WWM A .5 + ROOF Ur s • RWM B C RAISED FLOOR A Uf At FWM INTERIOR WALLS , — rA GLASS SOLAR s GLASS CONDUCTION Ua A CWM- E OUTSIDE AIR CFM VWM F. TOO - 3Fo.O G PEOPLE HEAT AI PWIA �531130 19,Q 00600D LIGHTING HEAT WATTS•LWM- H + i HVAC :MOTOR HEAT r BHP ■MWM- I•lloc Como. • 1 G c lot V.D.►. AIIA Uw ' Aw WSFM a Ur Y Ar YRSFMT U9 , Aa = CSM T CFM i VSM T 1 J x x K WINTER SUBTOTAL choose L START-UP HEAT Ar M I SUBTOTALS I QH or nHEAT/COOL SYS. MTR JR P I SEASONAL SUBTOTALS °D 01 Q ENERGY SUMMARY LIGHTING RAW ENERGY WATER HEATING HVAC MOTOR -RAW ENERGY DEVICE COOLING TWR PUMPS ANUS - VAV ANUS - CV OTHER Heat SUH T_ x HSM ! Cool.i- Heard,,. Cool .w. VVVI �.- s H) g7l,qAJ v 1 x x x C SM HSM CSM r CSMI, q0 C 31,0 H C c 3 3 r LRE x WATTS . MBTU W OR BUH N MRE At tMBTU BHP MBTU TOTAL add add HEATING :7?<-tl i1 l,cl[lU/ o 1 R TOTAL MBTU _ S FLOOR AREA Ar = LTDESIGN ENERGY !1; mm-0 or �in 0, ©-TOTAL ��vi�arit�art� COOLING JALLOWABLE ENERGY BUDGET -Table 8-1 Uf ?i r Sate ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Ak re,.,,5 Cc'15--/Lt c-} i o Address (07� �U . M1li ���y T��� 5kc to ?,OI LOes+ Pa}33467 Date a.) as I ao Permit # 9Q DSya Road Benef it and Collection Zone # ,so The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 ----------------------------------------------------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL TYPE UNIT IMPACT FEE # UNITS # SQ FT (1000) a 1.1130 # PARKING SPACES # STUDENTS a I,150 (X) aoS = $ 4133), L6- PERMIT TRANSMITTAL ZONING PLANNING r, APPROVAL / DATE a� ENVIRONMENTAL / PLANNING 12 -9U BUILDING FIRE DEPT PORT & AIRPORT AUTHORITY (PLANNING) TYPING Vl1LL:Vn LLJi PRO 90-0540 ' 'Project Name. ST. LUCIE BUSINESS PARK - SHELL WAREHOUSE - BUILDING #1- Architect: KUOPPALA & ASSOCIATES Ph` 439-6424 Contractor- AHREN CONSTRUCTION & DEVELOPMENT Ph. 863-0001 (W.PALM) Owner. ST. LUCIE INVESTMENT Ph. (305) 576-6333 • 8241-8261 BUSINESS PARK DR. PORT ST. LUCIE, FL 34952 Address. t+_ti2I- f� S l.J r►d`lh0a J C - S $c. NC S Occupancy Classification: Type of Construction: dd Area: 211,36 Height and Occupancy Requirements per Chapter IV: -5--c-16 .Ga r O..J.✓E/` A/' . 10 cc ✓.v16A4.d-A,CtLJ I Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes Coabustible Materials - Interior Roof Coverings lw o•�-&71'6 - Light - Ventilation - Sanitation ,!%,vt S/jowA-) Handicap Requirements Plans sent to Fire Dept. - Date: 4?0g- - approved: Plot Plan Check Water Sever Energy Code Paving ,& Drainage approval by Engineering Dept. Special Conditions prior to issuance U6rgahold Affidavit/Before Is-suance._Affidavit STATE OF FLORIDA f x C� ®s- O DtPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLAtION PERMIT Authority: Chapter 381, FS Chapter 1 OD-6, FAC Applicant �/EA� �SSo� ��G�A,��ov. MANPD1100 eNumber `�.%8'��.'z'o>� Gn°5�.---------------PART I - SYSTEM CONSTRUCTION SP C CAT10 :S NSTRUCTION APPROVAL--------------- TreatmentTank Septic tank or aerobic uni % gallons Septic tank or aerobic unit gallons G raywat e r tank gallons Laundry waste tank gallons Grease interceptor gallons Dosing tank �42 gallons fiurnP SysrEr� Minimum Draintrench Size Square Feet Square Feet Square Feet Square Feet OR Minimum Absorption Bed Size (98X9) g9 Z Square Feet Square Feet Square Feet Square Feet Other Requirements: (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final. install aUoft-i-nspection and approval is required before the system is covered. (d) Invert of "stub -out forto be; 'A13o/lE �'`.vTE2ei, Je -A. benchmark. 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: A 6-'I.)Ae61.v 7-,9 .6 EXCAVATION MUST BE CHECKED BY THIS DEPARTMENT PRIOR TO DRAINFIELD INSTALLATION. ��Z7 />Ll1f�GNEb �1/S LdfISTr .�C�Ui2F��i /Y/dS% Bc- .�Tisf=�Eo �/a2 TD F/�i��•�Gd/�� (f) Other. IF AREA OF DRAINFIELD IS SUBJECT TO SATURATION FROM ROOF DRAINAGE, ROOF MUST BE GUTTERED PRIOR TO FINAL APPROVAL. System design and specifi(atits by: Construction authorized by: St. Lucie 4nty Public Health Unit V Title Date4e--o Note: Completed copies of tfYfs form will be provided to the applicant, installer and the building department. 093814 SQUARE MILE 53 AUDIT CONTROL NO. HRS•H Form 4016. Feb 85 (Obsoletes previous editions which may not be used) Page 1 of 2 HAZARDOUS WASTES REQUIREMENTS After a review of your plans we have determined that the following ' criteria (marked with an "X") shall be met:. I. A groundwater monitoring well shall be installed 10' off the downstream side of drainfield according to the enclosed specifications. C-A C F {. C Xj 2. One copy of .k+m monitoring well completion report shall be submitted. ( ) 3. Underground storage tanks must be registered with DER. ( ) 4. A contract with a registered Hazardous Waste Hauler (EPA ID #) must be obtained to dispose of the following: Pesticides - Some examples are parathion, toxaphene, dieldrin, carbamates, and DDT. ( ) A. Waste Pesticides ( ) B. Washing and rinsing solutions containing pesticides' ( ) C. Empty pesticide containers ( ) D. Spent toxaphene solutions or sludges from dipping ( ) E. Spent pesticide solutions or sludges other than toxaphene from dipping Heavy metals -Wastes containing arsenic, barium, cadmium, chromium, lead, mercury, selenium, or silver. ( ) F. Dust containing heavy metals ( ) G. Washing.and rinsing solutions containing heavy metals ( ) H. Waste water treatment sludges containing heavy metals Waste ink containing flammable solvents and/or barium, cadmium, chromium, or lead. Waste ink Waste paints ( ) J. Ignitable paint wastes.containing flammable solvents (flash point less than 1400F) ( ) K. Liquid paint wastes containing heavy metals (cadmium, chromium, mercury, or lead) Solvents - Some examples are benzene, chlcrobenzenes, toluene, trichloroethylene, per.chloroethylene, and methylene chloride plus the still bottoms from the recovery of these solvents. ( ) L. Spent solvents ( ) M. Solvent still bottoms N. Filtration residues from dry cleaning operations I r Reactive wastes - Some examples are cyanides (soluble cyanide salts), strong acids (hydrogenfluoride, sulfuric acid) or or alkalis (sodium hydroxide) and spent plating wastes. ( ) 0. Cyanide wastes. ( ) P. Strongly acidic or alkaline wastes ( ). Q. Spent plating wastes ( ) R. Waste ammonia ( ) S. Photographic wastes Ignitable wastes (other than solvents and solvents still bottoms) Some examples are adhesives and epoxy resins. ( ) T. Ignitable wastes (flash point less than 1GOoF) Wood Preservatives ( ) U. Waste water'treatment sludges containing pentachlorophenol, creosote or arsenic Waste formaldehyde ( ) V. Waste formaldehyde Lead -acid batteries ( ) W. Lead -acid batteries Waste explosives ( ) X. Waste explosives Waste oils, grease or lubricants ( ) Y. Waste oils, greases or lubricants Other (SPECIFIY) 1,4 ------------- -------------------------- ( ) No hazardous wastes generated from information supplied. lrowiAf� COMMENTS: 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 analysis 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). The test holes may be converted to the monitoring wells. However, if these borings are not used, 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 backfilling 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 above methods of testing and installation shall be used. Bentonite drilling fluid may be used during the drilling of the monitoring well, other drilling fluids shall be approved by the Department. The monitoring wells) shall be a minimum of two (2) inches in diameter with threaded and coupled joints. The monitoring well casing shall be constructed of stainless steel, PVC (schedule 40 or 80) or black iron or equivalent. The monitoring well screen shall be a minimum of two (2) inches in 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) inches in diameter casing with threaded and coupled joints. The bottom of the tail pipe shall be sealed. Solvents or PVC glue shall not be •ised 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 riot penetrate the PVC well casing. u. monitoring well casing, well screen tail pipe, couplings and a P shall .be decontaminated by steam cleaning and rinsed .with ean clear water prior to assembly and installation. The monitoringg 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 other methods approved by -the Department. The annular space between the drilled hole and the monitoring well screen shall be a minimum of two (2) inches. 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. Fine clean -washed sand may be used as a seal above the gravel pack material. Bentonite 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 shall 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 extend 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 ) inches in 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 protective steel casing, at ground surface, shall be two (2) feet by two (2) feet by four (4) inches. The monitoring well identification 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 with 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 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. a .e location of a'_1 monitoring wells (active and abandoned) shall e horizontally located by the Cartesian Coordinate System.' The s.scale shall be one (1) inch equals one hundred (100) feet. The or located of the grid overlay system shall be located at a' permanent a benchmark or a corner monument marker located at the site. The yY`" center. line of all wells shall be surveyed and the locations drafted on the grid overlay base map. �s;Ttih; GS : vh : o Revised 09/25/84 NICNITO(LING Wr, LL V� NI NOL�� p'�-✓f�LT1 ti'� GASINC-� PG�N► Lt Uc �1 A LOG v-- BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PLAN NUMBER #6015 PROJECT NAME: SL BUSINESS PARK WAREHOUSE BUILDING DEPT. NO. 90-0540 CONTRACTOR: Ahrens Construction PHONE NUMBER 863-0001 ARCHITECT: Kuogpala and Associates PHONE NUMBER 439-6424 OWNER: St Lucie Investments LOCATION: 8241-61 Business Park Dr. BUILDING SIZE: 21,130 so. ft. OCCUPANCY TYPE: Storage CONSTRUCTION TYPE: SBCCI. _ IV un. DATE RECEIVED 3-20-90 NUMBER OF STORIES 1 BUILDING HEIGHT NFPA. FIRE PROTECTION: Automatic Sprinkler Yes No Occupancy Hazard N.F.P.A. #13 Requirements: Note To Building Official: The attached plans have -been reviewed by the St. Lucie County -Ft. Pierce Fire Marshal's Office for compliance to the NFPA Life Safety Code 101, 1988 Edition. The following code revisions are necessary for compliance to the Southern Standard Buidling code. These revisions were not mentioned in your plan review but are noted herein. 1. Maximum area allowed Table 400 = 16,000 square feet. Area of increase 100% = 32,000 square feet. 2. SBCCI. Walls separating occupancies of the same group shall be constructed of materials having a fire resistant rating of one (1) hour except that in Group "B" Business and Group "S" Storage buildings. Non -rated partitions may be used to separate tenants provides no area between partitions rated one hour or more exceeds 3,000 square feet. Partitions shall extend from the floor to tight against the underside of the roof deck and shall extet outward to include the eave line. NOTE: Truss assemblies are not part of an approved rated assembly. Walls have to extend to the roof deck above. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 4 HOUR N TICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: i-- ✓% /,_� (��..�..,.�J DATE, SIGNATURE i a BUILDING PLAN CHECK St. Lucie Business Park Wrehouse #6015 CONTINUED: 3. 5-8.1 Illumination of means of egress shall be provided for all designed exit doors, stairs, aisles, corridors and ramps. Illumination shall be continuous during the time the means of egress needs to be available for use whenever the building is occupied. 4. 5-8.1 Artificial lighting shall be employed when the minimum requirement of natural lighting cannot be achieved. 5. 5-9.1 This occupancy requires emergency lighting facilities so arranged to maintain a speicifc degree of illumination throughout the means of egress for a period of 1 1/2 hours in'the event of failure of the normal lighting. 6. If any bay is to be occupied other than daylight hours and if windows or skylights are not provided, an emergency lighting system shall be required. If emergency lights are require( they shall be provided with 90 minute battery back-up. 7. 5-10.3.6 When emergency lighting facilities are required, exit signs except self -luminous signs shall be illuminated by the emergency lighting system. 8. 6-5.1 Interior Finish. Flame spread rating - Class A 0-25, Class B 25-75, Class C 75-200 The interior finish on walls and ceilings of exit enclosures, lobbies, and exit access corridors shall be limited to Class A or Class B. 9. SBCCI The penetration of fire resistant walls or partitions, floors or floor ceiling assemblies for electrical, telephone, plumbing, air conditioning, intercommunications systems, or similar facilities shall not be permitted unless usch openings are installed in such a manner that the fire resistance is not reduced. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS HOUR NOTICE REQUIRED ON ALL INSPECTIONS 4 REVIEWED,'. BY: ST. LUCIE CO. -FT. PIERCE F.P.B. OAM Rhnrla Iclanri AVAmip TURE DATE Sheet No. of %A1zk.h l.lJ l ' PR/ 90-0540 Project Name:ST. LUCIE BUSINESS PARK - SHELL WAREHOUSE- BUILDING ��1 Architect: KUOPPALA & ASSOCIATES Ph: 439-6424 Contractor: AHREN CONSTRUCTION & DEVELOPMENT Ph. 863-0001 (W.PAJM) Owner: ST. LUCIE INVESTMENT Ph. (305) 576-6333 Address: 8241-8261 BUSINESS PARK DR. PORT ST. LUCIE, FL 34952 {2e�! � @�� Fs W r.d�L.p.1J C - S �1`est`�p►9 '` o�.:,�aC+ I Occupancy Classification: Type of Construction: Height and Area: 21 Occupancy Requirements per Chapter IV: w l*l• o...,wat- A/' ,f oxe /f'4 *t4-A. W • Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: �l Elevators i lit�co.K-joke Sprinklers & Standpipes Combustible Materials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirements q Plans sent to Fire Dept. - Date: 3�sS' Q��. approved: Plot flan Check Water Energy Code Sewer Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit BOARD OF COUNTY > COMMISSIONERS MARCH 14, 1990 RICHARD CASTER ST. LUCIE INVESTMENTS 2601 BISCAYNE BLVD: MIAMI, FL 33137 DEAR*XR. CASTER: DEVELOPMENT DIRECTOR TERRY L. VIRTA I HAVE REVIEWED THE PLANS SUBMITTED WITH BUILDING PERMIT APPLICATION PR90-0540 FOR A SHELL -WAREHOUSE IN ST. LUCIE BUSINESS PARK. THE FOLLOWING IS A LIST OF SQUARE FOOTAGE THAT IS ALLOWED BY TABLE 400, ALL BASED ON TYPE IV UNSPRINKLERED,-UNPROTECTED CONSTRUCTION: STORAGE 16,000 SQ.FT. MERCANTILE 9.000 SQ.FT. FACTORY INDUSTRIAL 21,000 SQ.FT. BUSINESS 17,000 SQ.FT. M AS YOU CAN SEE, THE SQUARE FOOTAGE OF YOUR BUILDING EXCEEDS ALL CLASSIFICATIONS. IT WILL BE NECESSARY TO KNOW THE PROPOSED USE OF THE BUILDING AND HOW IT WILL BE DIVIDED TO MEET THE ALLOWABLE SQUARE FOOTAGE. , ALSO, ANY INTERIOR BAY CONSTRUCTION WILL REQUIRE SEPARATE PERMITS AND EACH IS TO BE SUBMITTED WITH SEALED DRAWINGS. A .11 IF I CAN BE OF ANY FURTHER ASSISTANCE, PLEASE DO NOT HESITATE TO CALL ME. I CAN BE REACHED AT (407) 468-1553. SINCERELY, CHARLES McDERMOTT PLANS EXAMINER CC: AHREN CONSTRUCTION & DEVELOPMENT KUOPPALA & ASSOCIATES DENNIS MURPHY, LAND DEVELOPMENT MANAGER JAN URSO, ZONING ADMINISTRATOR HAVERT L. FENN, District No. 1 • JUDY CULPEPPER. District No. 2 • JACK KRIEGER, District No. 3 0 R. DALE TREFELNER, Districr No. 4 • JIM MINIX, District No. 5 County Administrator — WELDON DE LEWIS -.. . 2300 Virginia Avenue a Fort Pierce, FL 34982-5652 - Director: (407) 468-1590 • Building: (407) 468-1553 • Planning: (407) 468-1576 Zoning: (407) 468-1553 • Code Enforcement: (407) 468-1571