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HomeMy WebLinkAboutSUBMITTED PAPPERSOFFICE USE ONLY: DATE FILED: - a REVISION FEE: a . c-b PERMIT NUMBER: of hod as S RECEIPT NO.: 4,) 1 j) 3 v G y ST. LUCIE COUNTY SCANNED DEPARTMENT OF COMMUNITY DEVELOPMENT BY BUILDING & ZONING �� �UCIe County 2300 VIRGINIA AVENUE AjunoD wn'l *IS FORT PIERCE, FL 34982-5652 A8 561-462-1553 (19 NHOS o2 0 o G o t rf APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCF4PTIONS REVISIONS: ,¢dd $X� 3. CONTRACTOR INFORMATION: ST.BUSINESS OF FL R NAME: RT#-�r BUSINESS NAME: e v Qualifiers Name: ADDRESS: C) CITY: O ca PHONE(DAYTIME):'`(.,/SY 4. IF ARCHIT/ENGINEER: n NAME: k ADDRESS: <� CITY: PHONE (DAYTIME): fa iS�G C' (u I r"'lG ! 'e ST. LUCIE COUNTY CERT.# Ze o� STATE: FAX # ZIP krv]9 L' i..�iiS^l�}ma S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division PAYMENT R E C E I P T TRANSACTION NUMBER: 01133464 TRANSACTION DATE: 16 JAN 2001 PERMIT NUMBER: 20060225 PERMIT TYPE: BUILDING COMMERCIAL PERMIT JOB DESC: * NEW COMMERCIAL BUILDING - OFFICE BLDG FOR PRESSURE CLEANING EQUIPMENT MFG. JOB ADDR: 7300 COMMERCIAL CIR (6477) PARCEL NUMBER: 1335-801-0037-000/9 FCC DESC: *OTHER NONRESIDENTIAL BUILDINGS APPLICANT: MIKEL L REXFORD F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------------- REVIS REVISION TO PLANS 25.00 AMOUNT PAID: $25.00 FEE WAIVED: CHECK NBR: 2669 PAID BY: REXFORD,INC MEMO: JS (328 ) FIRE MARSHAL'S J��c�GUUNTy��o OFFICE o cn a DISA St. Lucie County Fire District (561) 462-2312 • FAX (561) 462-2323 AUTOMATIC FAN SHUT DOWN REQUIREMENTS FOR AIR HANDLING SYSTEMS. 2400 Rhode Island Ave. Fort Pierce, FL 34950 The requirements for automatic fan shut down in air handling systems are the requirements of the Standard Mechanical Code, 1997 Edition, Chapter 4, Section 406, and the National Fire Protection Association, Life Safety Code NFPA 101. In determining which code to comply with, the following information is necessary. A/C units make up a system and is referred to in the codes as an air handling system 2. The NFPA Life Safety Code, Occupancy Chapters 8 through 31 references Heating, Ventilation, and air Conditioning and shall comply with Section 101-7-2 of the Life Safety Code. 3. Section 101-7-2 requires air conditioning, heating, ventilating ductwork, and related equipment to be installed in accordance with NFPA 90A, Standard For The Installation Of Air Conditioning and Ventilation Systems, or NFPA 90B, Standard For The Installation of Warm Air Heating and Air Conditioning Systems. 4. NFPA 90A. Scope: This standard applies to all systems for the movement of environmental air in structures that: a. Serves spaces over 25,000 cubic feet in total volume, or b. Serve buildings of Type I1I, IV, and V construction over three stories in height, regardless of volume. The construction types indicated are in accordance with NFPA 220. 5. NFPA 90A. For the purpose of this standard, a space is considered as the entire building or a portion thereof separated from other portions of the building by fire resistance rated construction and whose environmental air does not mix with that of any other space. For spaces not exceeding 25,000 cubic feet in volume, reference the Standard Mechanical Code, Chapter 4, Section 406. 6. Spaces not exceeding 25,000 cubic feet in total volume shall be in accordance with the Standard Mechanical Code, 1997 Edition. 7. Automatic fan shut down requirements. NFPA 90A. a. Location: Smoke detectors listed for use in air distribution systems shall be located: 1.) Downstream of the air filters and ahead of any branch connections in air supply systems of greater than 2,000 cfin capacity. 2.) At each story prior to the connection to a common return and prior to any recirculation or fresh air inlet connection in air return systems over 15,000 cfm capacity and serving more than one story. Exception #1: Return systems smoke detectors are not required when the entire space served by the air distribution system is protected by a system of area smoke detectors. Exception #2: Fan units whose sole function is to remove air from inside the building to outside the building. b. Function. Required smoke detectors shall automatically stop their respective fan(s) upon detecting the presence of smoke. Exception: Where the return air fan is functioning as part of an engineered smoke control system and a different mode is required. C. Installation. Listed duct type smoke detectors shall be installed in accordance with NFPA 72, National Fire Alarm Code. 1.) When an approved protective signaling system (fire alarm) is installed in the building the smoke detectors shall be connected to the protective signaling system in accordance with NFPA 72. Activation of any air distribution system smoke detector will cause a supervisory signal to be indicated at a constantly attended location or will cause an alarm signal. 2.) All detection devices used for the operation of smoke dampers, fire dampers, fan control, smoke doors, and fire doors shall be monitored for integrity in accordance with NFPA 72, 1-5.8 where connected to the fire alarm system serving the protected premises. 3.) When smoke detectors are installed in a building not equipped with an approved protective signaling system, the system shall a.) cause a visual and audible signal in a normally occupied area, and b.) smoke detector trouble conditions shall be indicated visually or audibly in a normally occupied area and shall be identified as air detector trouble. c.) The above signal requirements can be annunciated with a simple remote test station with a sounder. 8. Smoke detectors having power supplied separately from the signaling system (fire alarm) for the sole function of stopping fans do not require standby power. STANDARD MECHANICAL CODE Automatic Fan Shutdown Requirements: a. Systems serving buildings or spaces less than 25,000 cubic feet in volume shall comply with the requirements of the Standard Mechanical Code, Chapter 4, Section 406, 1997 Edition. b. Capacity greater than 2,000 cfm. Recirculating air systems with a fan capacity greater than 2,000 cfm shall automatically shut down by means of an approved smoke detector placed in the return air stream prior to any exhausting from the building or mixing with fresh air makeup. C. Capacity 2,000 cfin or less. Reciculating air systems with a fan capacity of 2,000 cfin or less, but serving an area used for egress, shall have automatic fan shutdown. This would be foyers, lobbies, stairways, corridors, and passageways. Code Conflicts. a. There is some confusion as to the installation of duct type detectors in the supply air or return air systems. The important advantages of detectors being installed in the supply air is the supply air is filtered and will be free of dust that can collect on the detector(s). Some manufacturers specify the installation in supply air only. b. When duct type detectors are connected to a protective signaling system (fire alarm), detectors shall be installed in the suvoly air in accordance with NFPA 90A. Fire alarm systems are Uniform Fire Safety Standards and the requirements shall be in accordance with NFPA 101 Life Safety Code and not the Standard Mechanical Code. ST. LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Ave Telephone (561)-462-2312 Fort Pierce, Florida 34950 Fax:: (561)462-2323 TYPE OF PERMIT ( X ) New Construction ( ) Tenant Improvement ( ) Addition ( ) Renovation/alteration ( ) Shell Only Jurisdiction: St. Lucie Co. Occupancy: Pressure Pro Address: 7300 Commercial Cir. Contractor: Rexford Inc. Contractors address: 953 Old Dixie Highway B-3 Architect/Engineer: Randy Mosby Building owner: Dale Reed Occupancy type: Business Gross sq. ft. 4560 sq ft Occupant load: Construction type ( NFPA-220) Type: F. P. B.: B-00-168 Building Dept: 20060225 Number of stories: 1 Phone # 561-5694087 City: Vero Bch. Zip: 32960 Phone: 561-569-0035 Review date: 6-22-00 Automatic sprinklers: Net sq ft: Based on: SBCCI: Type: NOTE 1. All revisions must be in compliance before the final inspection, or so noted. 2. The Fire Marshal required 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Failed inspections require payment of fee prior to scheduling of any further inspections. 5. Permit fees are required to be paid in full prior to any inspections. 6. A copy of the required revision/s have been transmitted to the Architect ( ) Contractor ( ). REVISIONS REQUIRED 1. Provide an emergency light fixture in the corridor/hallway in addition to what is indicated on the plans. 2. Provide one 2A 10BC rated fire extinguisher every 75 feet of travel distance. 3. Provide automatic fan shutdown for the HVAC systems. See attached requirements. Reviewed By: L Date: June 22, 2000 Tony Liento 2400 Rim& Island Ave. Ft. Pierce. Florida 34950 St. Lucie County Fire District Telephune(561) 462-2312 �\�9 Fee Schedule Far No. (561) 462-2321 00 Occupancy a;z, Date: (0-ogD-oo Address: 13pca cr, t. _. s S?4 (�,�� Contractor: Type or Pee ( ) New ( ) Addition (.) Renovation/alteration ( ) Tenant Improvement ( ) Shell Only ( ) Sprinkler System ( ) Standpipe ( ) # of risers ( ) System type ( ) Fire Pump ( ) GPM ( ) Hood/duct ( ) Fixed Fire Protection ( ) Spray Booth ( ) Fire Alarm ( ) Voice Alarm ( ) Detection System ( ) Command Station ( ) Communications ) Aboveground tanks ( ) Underground tank/s ( ) # of tanks ( ) Containment ) Dispenser/s ( ) # of dispensers ( ) Fuel piping ) LP Storage ( ) # of tanks ( ) Removal ) Tank removal ( ) # of tanks ( ) Abandonment in place ( ) # of tanks ( ) Tent installations ( ) Profit ( ) Non-profit ( ) Firework display () Public ( ) Private Dollar Value_ a0©, 000 Type of Occupancy ( ) Hotellmotel ( ) Apartmenttcondo ( ) Room/board ( ) ALF () Dormitories ( ) High Rise ( )#of units/rooms (✓jOther $ 330 Automatic Sprinkler System: Base Fee $ plus $1.00 per head Standpipe System: Number of risers @ $25.00 per riser Fire Pump: Gallons per minute @ $0.25 per gallon Foam System: Base Fee $ plus $ 1.00 per head Fixed Fire Protection System: Total weight @ $1.00 per pound or $50.00 minimum Fire Alarm System: Base Fee $ plus $1.00 per device Detection System: Base Fee $ plus $1.00 per device Voice Evacuation System - Number of floors @ $10.00 per floor or maximum of $150.00 Fire Department Communication System: Base Fee $50.00 in addition to the Alarm System ( ) Fire Command Station: Base Fee $50.00 in addition to the Alarm System . ( ) Flammable/Combustible Storage Tanks: $60.00 for one tank plus $25.00 each additional tank ( ) Containment: Tank Removal: Dispenser/s: @ $30.00 per dispenser Piping: Firework Display: Permit Renewal: Total Fee Due: $ 330 Received Payment: Fee includes initial inspection By: ram'• I r � w w OD(o 02.2-7-� hole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 ,ROJECT NAME —PRESSURE PRO 2560SF ,DDRESS: _FT. PIERCE )WNER : LGENT : PRESSURE PRO INC Form 40OA-97 PERMITTING OFFICE: _Fort Pierce CLIMATE ZONE: _6 PERMIT NO: JURISDICTION NO: 661100 3UILDING TYPE: _Business (Office) :ONSTRUCTION CONDITION: New construction )ESIGN COMPLETION: _Finished Building :ONDITIONED FLOOR AREA: _2560 NUMBER OF ZONES: 1 4AX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 2OMPLIANC'E CALCULATION: METHOD A ----------------- A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER HEATING EQUIPMENT 1. Et AIR DISTRIBUTION SYSTEM INSULATION 1. With Insulated Roof REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS DESIGN 75.86 10.00 10.00 REQUIREMENTS 6.00 CRITERIA 100.00 10.00 RESULT PASSES PASSES PASSES N/A PASSES ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compl' ce wi e Florida Energy E cieu2y PREPARED BY: /, DATE:— I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida FORT FBI€R'CE UTILITIES AUTHORITY . "Committed to Quality, 206 South Sixth Street (34950) Post Office Box 3191 Fort Pierce, Florida 34948-3191 May 2, 2000 Mr. Randy L. Mosby Mosby & Associates, Inc. 2455 14' Avenue P. O. Box 6368 Vero Beach, FL 32961-6368 Re: Pressure Pro, Inc. — Lots 1 & 2 Kings Highway Industrial Park Dear Mr. Mosby: Phone 561-466.1600 Fax 561-489-0396 As requested, the Fort Pierce Utilities Authority would like to confirm that water and wastewater service can be provided to the above referenced project. Availability is contingent upon payment of the appropriate fees and charges. Please find attached a reviewed set of drawings for this project. Please revise as indicated and resubmit two corrected sets to our offices. We appreciate your interest in the services of the. Fort Pierce Utilities Authority and look forward to working with you on this project. Sincerely, FORT PIERCE UTILITIES AUTHORITY David A. Mellert Sanitary Engineer DAM/Moser& Assoc. Attachments cc William G. Thiess, P.E., Supervising Engineer Jeremiah Johnson, Sanitary'Engineer Cindy Southard, Administrative Coordinator ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE,FL 34982-5652 561462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multi-fam-ily), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other nfiorbuilding permits. For further assistance, please contact the Building Inspection Office a1462-1553 or 462-2172. PROJECT NAME �. G (�!E d pPea s wO<_ ` b OFFICE USE ONLY STREET ADDRESS PR NUMBER PERMIT NUMBER OCCP.TYPE CST. TYPE CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (pleasecheck orc=,Dletethe aparoprite box 1. STANDARD BUILDING CODE 1997 EDITION v ASCE 7-95 —OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED_ OPEN BUILDING 3. BUILDING HEIGHT: tZ! t] FT 4. WIND SPEED USED IN BUILDING DESIGN:: Q MPH 5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURETABLES IN BUILDINGCODE IDENTIFIED IN LINE 91): `� 1 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z-LI •1 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE , I• PSF a. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): I • D _, --- 1'l R S occ onnen 1'.. 7 n oee 10. WERE SHEAR WALLAS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _ NO �If NO, why? (attach explaination) CABLE D(ZAc_Irac' IS V$1_p I �rJ.L ruo, ti(� - R1Gto FHA. ES ('l,L�Aa _7o R,ow 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES ✓ NO _ If NO, why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES f NO _ If NO, why? (attach explaination) 13. MINIMUM SOIL BEARING PRESSURE: 1 ram', A r- PSF t'ou r1 O ATIo,.1 1.1 & .( QTt;G RS AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: CrlAR\S J AC -VIE Y CERTIFICATION NO: Li 331 a DESIGN FIRM: i FLORIOA PQE- I•Ag Iwo DATE: S-ZZ-00 [SEAL HERE] SLCODV FORM NO: 026-00 Whole Building Performance Method for Commercial Buildings Form 400A-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME —PRESSURE PRO, INC. BLDG 2 Vj4<C- PERMITTING OFFICE: -� ADDRESS: 499&k901W _ COUNTY 5L. u c/�ti FL 32967 CLIMATE ZONE: _6 OWNER: _PRESSURE PRO, INC. PERMIT NO: AGENT: JURISDICTION NO: 411000 BUILDING TYPE: _Factory - Tnd'u'otriai CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _480 NUMBER OF ZONES: 1 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----------------- A. WHOLE BUILDING 96.33 100.00 PASSES PRESCRIPTIVE REQUIREMNTJ: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES BVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 11.00 10.00 PASSES HEATING EQUIPMENT 1. Et 10.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Ventilated 7.00 6.00 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATIC"d REQUIPLELIE, IT ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify specifications c lation are in c Florida Energy PREPARED BY: Kivu �/WAL!7 I hereby certify that in compliance with the Efficiency Code. OWNER/AGENT: DATE: A this building is Florida Energy Review of the plans and specifica- tions covered by this calculation I ndicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 533.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida BUILDING ENVELOPE SYSTEMS COMPLIANCE ` CHECK 401.-----'GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) ------------------------ ---- ---- ----------------------------' North Commercial 1.31 .35 .65 None 16; Total Glass Area in Zone 1 = 16 Total Glass Area = 16 402.------WALLS--ZONE 1------------------------------------------------ I --- Elevation Type U Insul R Gross(Sgft); --------- -------------------------------- ----- ------- ----------- North 2x4 STUD WALL W/1/2" GYP & R-11 .82 11 240 South 2x4 STUD WALL W/1/2" GYP & R-11 .82 11 240 East 3/4"Stco/2"Styro/8"CMU/lx2@24"oc 0.080 11 288; West 2x4 STUD WALL W/1/2" GYP & R-11 .82 11 288; Total Wall Area in Zone 1 = 1056 Total Gross Wall Area = 1056 403.------DOORS--ZONE 1------------------------------------------------ ;--- Elevation Type U Area(Sgft); --------------------------------------------------- ---------------' North 1-3/4 Steel Door -Solid Urethane foam co 0.40 21 Total Door Area in Zone 1 = 21 Total Door Area = 21 404.------ROOFS--ZONE 1------------------------------------------------ I --- Type Color U Insul R Area(Sgft); ------------------------------------ ------ ----------------------' METAL BLDG ROOF W/R-30 INSUL Light .033 30 480 Total Roof Area in Zone 1 = 480 Total Roof Area = 480 405.------FLOORS-ZONE 1------------------------------------------------ '--- Type Insul R Area(Sgft); -----------------------------------------------------------------' Slab on Grade/Uninsulated 0 480 Total Floor Area in Zone 1 = 480 Total Floor Area = 480: 406.------INFILTRATION -------------------------------------------------- ;--- ;CHECK; Infiltration Criteria in 406.1.ABCD have been met. ; MECHANICAL SYSTEMS CHECK ------------------------------------------------------------------'-----'--- HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS ----------------------------------------------- Type No Efficiency IPLV Tons; ---------------------------- --- ---------- ------------------- 1. Split System 1 11 10 5.00 408.------HEATING SYSTEMS ----------------------------------------------- ' --- Type No Efficiency BTU/hr -------------------------------- -----------------' 1. Electric Resistance 1 10 45000; 409.------VENTILATION --------------------------------------------------- ;--- ;CHECK; Ventilation Criteria in 409.1.ABCD have been met. ; 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK; ------------------------------------------------------------------'-----'--- Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value; ---------- j------------------------- -----------------------------' 1. Air CSnditioners Ventilated 7; CHECK; ------------------------------------------------------------------'-----'--- Testing and balancing will be performed. (410.1.ABCD) ; 411.-----PUMPS AND PIPING -ZONE -----------------------------------------'--- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411.-----PUMPS AND PIPING -ZONE I --------------------------------------- Type R-value/in Diameter Thickness; ---------------------------------------------------' 1. Non -Circulating 0 0 0; 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- ;--- Type Efficiency StandbyLoss InputRate Gallons; ----------------------------------------------------------------' ELECTRICAL SYSTEMS CHECK; 413------ ELECTRICAL POWER DISTRIBUTION----------------------------;----- --- Metering criteria in 413.1.ABCD have been met. ; 414.-----MOTORS --------------------------------------------------------;--- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft); ---------- ----------------- ----------------- --- ------ ---------- Material H 1 On/Off 4 None 0 460 480; Total Watts for Zone 1 = 460 Total Area for Zone 1 = 480 Total Watts = 460 Total Area = 480; ;CHECK; Lighting criteria in 415.1.ABCD have been met. -------------------------------- ---- '- ---------------------------------- ' - -- 16. Operation/maintenance manual will be provided to owner.(102.1) ---------------------------------------------------------------------------- Energy Efficiency Code. 1 SYSTEM DESIGNER ARCHITECT : MECHANICAL:_ PLUMBING _ ELECTRICAL:_ LIGHTING REGISTRATION/STATE (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. n �C� 11/29/2000 14:36 5614650479 6 Vd �O � " ` � P 43, E ©L —(�"" S�.�7 ;01: C CELOTEX CEILING NE_WS': FOR DESi.G.N_E_RS_ "From The Company That Invented Acoustical Ceilings" Aov 3 0 200� St. �Ucie County P coin W(51 i tr :1 ')(Decep vel} Fiber Layim�panr el �eJsc Subtle .l. ealEdge �t�• G2 -24 x24"%/"Nom.,Trim EdgeProduces 24 x4r,,x s/e" Nan.? Trim Edge. � 1 24" x 6W x,ya' Mom, Trim Edge � Nnlet Avbl.ak In Sdelmlae u3d ernlxtfxlae,A!w amiable In W d,k"n,ardCl ones en" ✓-`eNade. SurprisingPHYSlCALPROPERTIE7 f�` \1 Results Weight/stlSaf fit ne �v a,eao•le Flame $gpreed' (ASTM E g41' 25 Light Reflectance .•;_�:.+..,.,Wr<:n-1-•;._.LR�71 I_t_ [: The interior design trend toward NRc n a�, sa.<o �'. � 5TCr� a ,r ent tti �[�,t 4w'r rw ' 3 ♦ 35.37 1 �...1d _ ! ceiling patterns with ismailer, 4r,v*7bls nllmdllCal rating is not In eMJed(d egal hikardsbres db �! refined fissuring charaetenstics . u;deracrualfirecandmom Y,trrvLtva +� Y, Only Am ectane maybe used !n Tlme Rated NsdmblrEt'Conrult Ce7iL .--_ gr has been further answered by. ,''app ovdd U4(fte retGtance design numbers `> 'lt o r 1 the introduction of Baroque Min eral Fiber Lay -in Panels The produot I$ bright Whit4 fpr("verall; tlie'pdHels �`oo'rdinata ` The subtle design effect'of il this ftigh Jig :4 'flectal}cel,Whlch""hAN cvdh a Val'iet�;df {nterlor'decors, , material is'achieved"bri a wet rcouldbe:iranslated,'intotFidneed ,l fiandthematenallsequallysuited felted mineral product which `+:.or,fewef'lighting fixtures Fort' #or small areas and/ar; large desi h Versatilit however the`. ; ex anses" `, ' ' features a nondirectlonal tracery B Yr upattern of fine fissureswith min panels are also ayallablca,I ; ;Further Infbr[nation and products . te pin perforations for �cousti ,` .;Colortohe Shades bn4 Spedialr„ ? amples'caYi"E?�,abtaitied from cal control ordef}' +rt' nA *r "r�EksrA`aiea Celotex �epFAePn�aflves f Sjta t 1 Adltf ly'M�)i ��Sit�� �7y n'r �41 � r • � ^'( vf3 v Sl��l [p^��Y�J � h4 149�NA.t�t,��� ��� '� i�l +rl d er'�f ���'-'��� < 1 � ��� r{%t°@�'c�{'d '� � pt ih i. �' ✓ " tit t riLY ' 7 ' F j+ •+ tl'.tl �r 'ti1 a•f R't^Y �7:^`st�f 1�'tr'�"{�' Z��ti ie�tivY, 3�3 .'�l tv nth • ', ... � i ' �•P•u - � 31 rkt I1 �%i ' 7�' `� R^ fret t� ' , MOSBY AND ASSOCIATES, INC. oys 2455 14th Avenue Post Office Box 6368 Vero Beach, Florida 32961-6368 Telephone: 561-569-0035 • Facsimile: 561-778-3617 August 9, 2000 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34982 Subject: Pressure -Pro Building Permit No.: 20060225 St. Lucie County, Florida Engineering Project Number: 00-167 Dear Sirs: This letter shall serve as certificatio that the vertical wall reinforcement is not required and can be reduced at vvindow,4nd door openings. Should you have any questions regarding$he above subject, pladse call. V P.E. cc: Mr. John Rexford r r 1, 1J L ►'l KEG—t—ER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC gOX 78-1377, SEBASTIAN, r-L 32978-1377 SEBASTIAN (561) 589-0712 P.0 - MELBOU RNE (321) 768-8488 E g : 5�3 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 �r 'r7 TRRTRn - Tnlu 2A. 20nn -roq R 01A71-111 p-BIZMIT # 20060225 FFAUG COOTRACTOR Rexford Builders 0 7 2000 Jpg LOCATION: 7300 Commercial Circle ` "�'`�4��--7- Kings Highway Industrial Park St Lucie County Public Works St. Lucie County, Florida ITEM TESTED Compacted Foundation Fill For 4,560 S.F. Block/Metal Building - -------------------------------------------------------------------- TBST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION --------------------------------------------------------------------- 1 S.W. 0" - 12" 70+ 108.5 111.0 97.7 2 N.W. 70+ 109.2 98.4 3 Center 70+ 107.6 96.9 4 N.E. 70+ 106.8 96.2 5 S.E. 70+ 107.5 96.9 Soil Description: Grayish Brown Sand In Place Moisture: 9.5 Percent Optimum Moisture: 12.6 Percent Max. Dry Density: 111.0 P.C.F. p Test Locations The Density Readings Indicate the Degree of_Compaction Meets Minimum Required. 112.0 W E 111.0 I G 110.0 H T 109.0 ___ --- I--- I___I___I___I___I P. 108.://I�--- `-I---I------I---�---I C.b F. 107. I---I---I---I---I---I D 1Q6.0 R / Y 105.0 9 10 11 12 13 14 15 Moisture - % Of Dry Weight e County Building Department 7 _3 (-`!)` KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED December-4, 2000 JOB # : 01871-41) PERMIT # a2,M�—a-Z CONTRACTOR Rexford`Builders JOB LOCATION: 7300 Commercial Circle Kings Highway Industri�l�Park St. Lucie Countydrida - ITEM TESTED Driveway Appo�c� 0 1 TEST LOCATION DEPTH MOIS ���DRY aM DRY PERCENT v` OF,SAMPLE TURE DENSITY.PRO VALUE COMPACTION -------------------------------------- --s - --- '-----�---------------------- 2 S.W. Soil Description: Brown Clayed Sand In Place Moisture: 4.8 Percent Optimum Moisture: 12.0 Percent Max. Dry Density: 112.4 P.C.F. @ Test Locations The Density Readings Indicate the Degree of Compaction Meets Minimum Required On Unstaked Foundation. 4.t- 110.9 112.4 98:6 " 112.0 " T.. 99.6 113.0 W p E 112.0 ___I I G 111.0 H T 110.0 ___ ___I P. 109.0 C. F. 108.0 I___ ___I___I___I___I___I_ _I D 107.0 R Y 106.0 8 9 10 11 12 13 14 15 Moisture - % Of Dry Weight q . pjo/V\ ollgnd /4unoo apnl 'iS 000Z t le ie 0- ty Bui' ng Depa t _ REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: / a C) ST. LUCIE COUNTY BLDG. & ZONING 2300 VIRGINIA AVE FORT PIERCE, FL 34952-5652 PERMIT NUMBER: Ph. (561) 462-2165 FAX (561) 462-1148 a oD� aka5" , —M1 9-I�n PROPERTY ADDRESS: DEC 14 2000 tt.'tt4.iorcown.VfRudl'tcVyi' a THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release in requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POVy,L -M THE EVENT OF VIOLATION OF ELECTRICAL J, SIGNATURE KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. ' P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589.0712 E.B.: 5693 MELBOURNE (321) 768-8488 FAX (561) 589-6469 October 19, 2000 Rexford Builders 953 Old Dixie Highway Suite B-3 Vero Beach, Florida 32960 Re: 7300 Commercial Circle Kings Highway Industrial Park St. Lucie County, Florida KSM 01871-3D Dear Sir: 12"l o � a opt 0..2- 30 Enclosed please find the nuclear density test results performed on the parking lot subgrade for the referenced project. Should you have anv auestions alease feel free to call me. OCT 2 3 2000 St. Lucie County Pub:ic'NOII(S KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 E.6.:5693 MELBOURNE (321) 768-8488 FAX (561) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED October 19, 2000 JOB # : 01871-3D PERMIT # 20060225 CONTRACTOR Rexford Builders JOB LOCATION: 7300 Commercial Circle Kings Highway Industrial Park St. Lucie County, Florida ITEM TESTED Parking Lot Subgrade MATERIAL Brown Sand and Marl --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURE DENSITY PROCTOR VALUE COMPACTION 1 Entrance 0" - 12" 8.1 112.E 114.6 98.2 2 S. Center 112.8 98.4 3 S.E. 112.7 98.3 4 W. Center " " 113.0 98.6 5 N.E. Center " 112.4 98.0 6 N.E. 112.4 98.0 7 N. Center 112.9 98.5 8 N.W. 113.4 98.9 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 FAX (561) 589-6469 DATE CLIENT PROJECT W E I G H T P. C. F. D R Y 115.0 - 114.0 - 112.0 111.0 - 110.0 - 109.0 - MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557 and ASTM D 2922) October 19, 2000 JOB #: 01871 Rexford Builders Kings Highway Industrial Park 7300 Commercial Circle Ft. Pierce, Florida ----A -©-- I ----- I ----- I ----- I ----- ----- I -/ ---- I ----- I ----- I ----- I ----- I ----- 7 8 9 10 11 12 13 Moisture - Percent Of Dry Weight Soil Description: Brown Sand and Marl Max. Dry Density: 114.6 P.C.F. Optimum Moisture: 10.8 Percent Ronald G. Keller, P.E. RANGER AIR CONDITIONING SERVICE, Since 1974 Sales - Service - Installation TO: REXFORD CONSTRUCTION -JOB: _PRESSURE PRO.@ 7300 COMERCIAL CIRCLE. FORT -PIERCE FLORIDA- INC. Hobe Sound (56I) 546-7777 Stuart (561) 287-3333 Jupiter (561) 747-4554 THREE HEATERS WERE CHANGED ON 1/12/O1 FROM IOKW TO 7.5 KW TO ACCOMODATE WIRE ANb BREAKER SIZE FOR THIS JOB. AIR HANDLERS HAVE BEEN PROPERLY MARKED FOR THIS CHANGE. IF THERE ARE ANY QUESTIONS CONCERNING THESE CHANGES PLEASE CALL US @ 561-546-7689. THANK YO L�SRANGER 9845 S.E. Federal Highway, Hobe Sound, FL 33455 t� MOSBY AND ASSOCIATES, INC. 2455 14th Avenue Post Office Box 6368 Vero Beach, Florida 32961-6368 Telephone: 561-569-0035 • Facsimile: 561-778-3617 January 15, 2001 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34982 Subject: Pressure Pro Building Permit Number: 20060225 St. Lucie County, Florida Engineer's Project Number: 00-167A Dear Sirs: Enclosed are three (3) copies of the as -built construction drawings for the subject project. Also this letter shall serve as certification that the mezzanine stair raisers can be increase in height from 7'/z inches to 8 inches. L. RLM/jeb have any P.E. cc: Mr. John Rexford regarding the above subject, please call.