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Permits 405 Mealy St (vault) JOB ADDREW =E WORK 2-, 9-7 COATRA CTOR -M,EPHONE PERMTNuAjoF-R1�1,5-z6,-Y-4d44) lo-jV3 17 c, LVSPEMONS. F00TTVG 6,-,93 ,bo SL4B �X3 =BEAM LIN= NAff-LVG1SEM41=G FRA&jMVG1C0VERZ7P q--t � 12VSULA17ON FLVAL BUMMYG I =QF OCCUPANCY/V-6 0 L 777/,/7;2- =CnUCIL PF.XAdM 7P LVSP-EC17ONS BOUGH 18 J FEVAL MECHANM4L PEBAIM LVSPEC17ONS ROUGH F12VAL PLa0EVG PERMM ,EVSPEMONS ROUGHIUNDERSL4B TOPOUT WAMISEVER FIVAL 19S7V r*IN MINUTES OF MEETING OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH, FLORIDA April 18, 2000 7:00 P.M. CITY HALL PRESENT Don Wolfson Robert FrRhwein Mary Walk6r Pat Pillmore (arrived after Item 1) Sam Jacobson Sharette Simpkins AND George Worley, 11, CD Director Pat Harris, Recording Secretary ABSENT Craig Burkhart The Chairman called the meeting to order and asked for approval of the minutes too,", from the meeting of March 21, 2000 and on motion and second they were unanimously approved. OLD BUSINESS: 1. Application for Variance filed by Texas Environmental, Inc.to allow a six foot fence In the front yard setback at property located at 405 Mealy Drive. Derek Nichols introduced himself to the board and stated that his company owns the property at the end of a cul-de-sac with limited street frontage. Because of his limited street frontage he believes the current six foot fence interferes with access to the property as well as limits the area available for the storage of vehicles. He stated that he Intends to limit the removal of trees from the site as much as possible and moving the fence to the front property line would allow them to remain while accommodating storage for vehicles. Mr. Nichols stated that his company works on navy ships such as tank and bilge cleaning and emergency oil spill response along the coast approximately 300 miles in each direction. . Mr. Nichols said that the company presently owns six trucks that run daily In the normal day of business. He explained that they are tractorttrailer trucks that would require adequate space to turn around during deliveries. Responding to a question from Mr. Jacobson, Mr. Worley stated that the variance would not be directly injurious to the applicant as the setback criteria for fences Is established citywide and a deviation from that without finding some overt hardship probably undermines the requirement elsewhere in the city and he stated he would stand by his recommendation for denial. After discussion, Mr. Frohwein moved to deny the variance and Mrs. Walker seconded the motion. After further discussion, the variance was denied by a vote of 5 - 1. 2. Application for Use-by-Exception filed by Willis Davis to hold bible study .and fellowship at property located at 40 Simmons Road. Mr. Davis introduced himself to the board and explained that he owns the property as well as the adjoining lot lying to the west. He stated he desires to operate a church within the existing commercial building at the location. A portion of the building is currently occupied by a hair salon business. The remainder of the building will be occupied by the church and no exterior additions are planned for the structure. Responding to a question from Mr. Frohwein,the applicant stated the he will agree to combine the lots on the application to accommodate parking requirements. Mr. Worley stated that the existing business must be provided with two parking spaces based on the requirement of one space per 300 square feet of commercial area. He stated that at this time it Is not known If the costs of the Interior renovations will trigger the landscape code requirements. After discussion, Mr. Frohwein moved to recommend approval of the use-by- exception to the City Commission based on staffs recommendation as follows: 1. The maximum seating capacity must strictly meet the number of parldrig spaces. 2. Two parking spaces be reserved for the commercial space at the front of the building. 3. This Exception be granted to the applicant only for this location only. Mrs. Simpkins seconded the motion. Responding to a question from the Chairman, Mr. Worley stated that typical representations before the board have included the entire building or a church with other functions such as a school but in this-case the uses are not related. After discussion, Mr. Jacobson moved to amend the motion with the caveat that the CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT MEETING DATE: April 18, 2000 AGENDA ITEM: #4. a. Application for Variance to erect a six foot fence within the front setback at 405 Mealy Drive, in the ILW district. The applicant owns a lot at the end of a cul-de-sac with limited street frontage. His business involves use and storage of tractor-trailer trucks. Because of his limited street frontage he believes the current six foot fence interferes with access to the property as well as Emits the area available to him for storage of his vehicles. The applicant has also expressed the intent to limit the removal of trees from the site as much as possible. Shifting the fence to the front property line would allow several groups of trees to remain while accommodating his vehicles and facilities. Staff has reviewed this request with consideration of both the access issue and the tree protection issue in mind. The site is large, being approximately 200 feet by 330 feet. Careful consideration of the layout of the applicants facilities should allow for adequate storage and maneuvering of even large tractor-trailer trucks without moving the fence forward. Staff agrees that it would be easier for the applicant if the fence were moved,however the site size and geometry does not constitute a hardship. Likewise, the location of a large number of trees on the site does not constitute a hardship, because the City has a clearly established process for removal and mitigation of trees for development purposes. Based pMn the above, Staff recommends denial of this request. AGENDA ITEM: #4. b. Application for a Use-by-Exception to operate a Church at 40 Simmons Road in the CG district. The applicant owns property at 40 Simmons Road and desires to operate a church within the existing commercial building at that location. A portion of the building is currently occupied by a hair salon business. The remainder of the building will be occupied by the church. No exterior additions are planned for the building. The applicant owns the adjoining lot and desires to provide the required parking there. He is aware that the seating capacity will be limited by the number of parking spaces provided. The existing business must be provided with two parking spaces, based upon the requirement of one space per 300 square feet of commercial area. The remaining 15 parking spaces may be counted toward the seating capacity of the church. This would allow up to 60 persons at any one time. At this time it is not known if the costs of the interior renovations will 1 VARIANCE WORI�SHEET m I + - le - 00 EETING DATE : AGENDA ITE:.�i : Yes 1 ) Special conditions and circumstances exist which are peculiar to the land , structure or building, involved and which are not applicable to other lands , structures or buildings in the same district ; 2 ) The special conditions and circumstances do not result from the aczions of the owner or applicant ; 3 ) A literal interpretation of the provisions o�_'- this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same Zoning district and would work unnecessary and undue hardship on the applicant. ; 4 ) Will granting this variance confer any special privilece that is denied by this chapter to other lands , buildings or structures '? 5 ) Will the variance request-led be the minimum necessary to make possible the reasonable use of the land , building or structure ? 6 ) Will the requested variance be in harmony wit-h the general intent of the Zoning Code i ) Will the requested variance be injurious to the area or detrimental- to the public welfare Notes and Comments : AEMBERS SIGNATURE : VARIANCE WORKSHEET MEETI,NIG DATE :- AGENDA ITEM : Yes 1 ) Special conditions and circumstances exist which are peculiar to the land , structure or building involved and which are not applicable to other lands , structures or buildings in the same district ; 2 ) The special conditions and circumstances do not result from the actions of the owner or applicant ; 3 ) A literal interpretation o f the provisions o-lf' this chapter would deprive the applicant' of rights commonly enjoyed by other properties in the same zonin.- district and would work unnecessary and undue hardship on the applicant. ; 4 ) Will granting this variance confer any special privilege that is denied by this chapter to other lands , buildings or structures 5 ) Will the variance requested be the mini-mum necessary to make possible the reasonable use of the land , buildinla or structure ? 6 ) Will the requested variance be in harmony with the general intent of the Zoning Code ? 1 ) Will the requested varial-1ce be injurious to the area or detrimentai to the public welfare Notes and Comments : �-IEMBERS SIGNATURE : VARIANCE WORKSHEET MEETI'NiG DATE :- �Llleloo AGENDA ITEM : Yes No 1 ) Special conditions and circumstances exist which are peculiar to the land , structure or buildin- involved and which are not applicable to other lands , structures or buildin.-s in the same district ; ------ 2 ) The special conditions and Circumstances do not result from the actions of the owner or applicant ; 3 ) A literal interpretation of the provisions of' this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district and would work unnecessary and undue hardship on the applicant ; 4 ) Will ,:,rranting this variance confer any special privilege that is denied by this chapter to other lands , buildin.gs or structures 9 5 ) Will the variance requested 'be the mini-mum necessary to make possible the reasonable use of the land , building or structure ? 6 ) Will the requested variance be in harmony with the general intent of the Zoning Code 1 ) Will the requested variance be injurious to the area or detrimental. to the public welfare Notes and Comments : MEMBERS SIGNATURE : VARIANCE-WORES&HEE1 MEETING] DATE :_ jig? AGENII.)A L'i E�! : N 1 ) Special conditions and circumstances exist which are peculLar to the land , structure or building involved and which are not applicable to other lands , structures or buildings in the same district ; 2 ) The speciai conditions and circumstances do not result from the actions of the owner or applicant ; 3 ) A literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district and would work unnecessary and undue hardship on the upplicanz ; 4 ) Will granting this variance confer any special privilege that is denied by this chapter to other lands , buildings or structures ? 5 ) Will the variance requested be the minimum necessary to make possible the reasonable use of the land , building or structure ? 6 ) Will the requested variance be in harmony with the general intent of the Zoning Code 7 7 ) Will the requested variance be injurious tc the area or detrimentai to the public welfare ? Notes and Comments : MEMBERS SLuNATURE .UJI VARIANCE WORKSHEET MEETING DATE :_ -A G E N 1 ) Special conditions and circumstances exist which are peculiar to the land , structure or buildin,r involved and which are not appli C able to other lands , structures or buildinE4s in the same district ; 2 ) The specia-I conditions and circumstances do not result from the �,ictions of the owner or applicant ; 3 ) A literal interpretation of the provisions of this chapter would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district and would wor'k unnecessar�7 and undue hardship on the ,'I P P'L i n-k ; 4 ) Will srantings this variance confer any special privilege that is denied by this ch�:,pter to other lands , buildin-gs or structures 5 ) Will the ,,-ariance requested be the miniMLIM necessary to make possible the reasonabie use of the land , building or stri-icture ? 6 ) Will the requested variance be in harmon�- w�' th the -reneral intent of the Zonin-� Code n 7 ) Will the requested variance be in.jurious to the area or detrimental to t1he public wel 'Lare XX Notes ano Comments : \I,L��!BERS SLGNA'rURE : _aID(O M CITY OF ATLANTIC BEACH S-) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001884 Date 12/03/09 Property Address . . . . . . 420 MEALY DR Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW WELL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILLIAMS WELL DRILLING INC P. 0. BOX 330567 ATLANTIC BEACH FL 32233 (904) 241-8489 ---------------------------------------------------------------------------- Permit WELL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6101110 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone backflow preventer must be installed on customer ' s side of City service if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . ------------------------------------------------ ---------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. APPLICATION NUMBER City of Atlantic Beach Building Department 4 (To be a ssigned b 'the Building De0artme nt'.)' 800 Seminole Road Atlantic Beach, Florida 322�3-15 Fax o 45 -5826 - 9 -58 Phone(904)247 E-mail: building-dept@coab.us Date r6uted.- City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM )roperty Address: V Department review required Yes No Building kpplicant: h1aligme, I !0!� Planning &Zoning I ree Administrator )roject: Ik J 5- Public Works -Vu_b_fiCUt1fi_tie_s-- P0l3ff&Sa-fe_Ty__ Fire Services W THIM Z 1 HIM ROME Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District 1 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPILICATION STATUS Reviewing Department First Review: Approved. ElDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 11410.q TREE ADMIN. Second Review: ElApproved as revised. FIDenied. PUB Lfc�_ Comments: PUB�l S L& 0 PU Ll F E1Y Reviewed by: —Date: FIRE SERVICES Third Review- [-]Approved as revised. F_�Denied. Comments" Revievved by: —Date: avised MUM CITY OF ATLANTIC BEACH WELL PERMIT APPLICATION Date C) Owner's Name:141.�fi-e 4,-1 6&,11 Address: Well Address (if different than above): Well Location on Property (i.e. northeast comer, etc.) Well Installation Contractor: Contractor License No.: Phone: FAX: Contractor Address: Check Use of Well: Domestic Irrigation /-'Other Estimated- Well Depth: 1962 CasingDepth Screen Interval from to Well Diameter: Casing Material /74A Is address currently connected to the City water system? Is address currently connected to the City sewer system? Has a Well Permit been obtained from the City of Jacksonville?/f/0 Permit# Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). /f/ ("') — If permit is required,note Permit Number and attach a copy. NOTE. WHENA WELL IS INSTALLED ON YOUR PROPERTY, YOUMUST INSTALL A RED UCED PRESS VRE ZONE TYPE BA CKEL 0 W PRE VENTER ON THE CITY WA TER SER VICE, ON THE CUSTOMER'S SIDE OF THE METER THE BA CKFLO WPREVENTER MUST BE TESTED B YA CER TIFIED TESTER AAD A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. CITY OF 4&4#S& AMCA-I& Off ice of Building Official REQUEST FOR INSPECTIONP;�O,;137 Permit N30 Time kM. Received P.M. Job Ad ss Logelit Owner's Name CQ4—f—Contr �;ontr BUILDING (CEON=CRE�E�:) - ELECTRICAL WMBING MECHANICAL Fra ing 0 Footing Rough Wiring 0 (R.L:UM�81 Nn Air Cond.& 0 R"Roofing 11 Slab 0 Temp Pole 0 Top Out Heating Insulation 11 Lintel 11 Final 11 Sewer C Fire Place 0 Pre Fab READY FOR INSPECTION A.M Mon. Wed. Thurs. Friday A.M InsDaction U nd PM, Inspector- Final Inspection 11, Certificate of Occupancy 0 Date LAN ORI OF ADDITIONS or CORRECTIONSm� DO NOT REMOVE J 8 ADDRESS DATE THIS JOB 4AS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted "Sac-'U-,/- -71-L�L Z;_',A/��r k,e ILe,40 aj v1 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation, After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 p.m. Monday through Friday. BLDG_ CITY OF 4&4*44 Office o�B:nufl tin; ff* ial � f� t�nl REQUEST FOR INS ---CTION qS-73 Date- Permit No. Time A,M. Received 05 L4�� Job-Aodress Locality 23'5-39SZ-- Owne's Name, Contractor 4L BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ED Footing 11 Rough Wiring 0 Rough 0 Air Cond,& C Re Roofing 0 Slab ri Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel D Final 0 Sewer 0 Fire Place 0 P Pre Fab READ�Y—(OR INSPECTION Mon, Tues. Thurs. Friday—PM. 2,1, A.M, Inspection Made RK Final Inspection 0 Certificate of Occupancy E, Date CITY OF 4&4o4c Bew-A-494"* 2--o Office of Building Official -3 REQUEST FOR INSPECTI�N� Z�-3 011 IN E -'I"N 0. 5 PZ Date a 0 Perm' o. Time A.M, Received PKA Job ress �ocality Owner's -r' Name 191 //'1' Contractor D:ING CONCRETE PLUM MECHANICAL Z 0 Footing Rough 0 Air Cond,& Re Roofing E Slab 0 Temp Pole ED, Top Out Heating Insulation E Lintel 17, Final 0 Sewer KEDIFire Place Pre Fab READY FOR INSPECTION A.M Tues, Wed. Thurs. Friclay7—�kP.M1 A.M, Inspection Made P.M. Inspector., Final Inspection D a Certificate of Occupancy LE, 11r_ 'Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE A(9-13 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 06 0 S-- )X-P- Please caff me at 9-04-24 7-5826 if you hmve any quesbons. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT &uilding Z6 - (3, (Do CITY OF 4&4At& BeacA-49"- Office of Building Official REQUEST FOR INSPE ON C__ D Date— Permit No. P 0-2 Time A.W Received Job Ad ss Locality a`ty Owner's Name Contra o _��) CONCRETE xLor ,,-�BUILDIN, PWMBING MECHANICAL 0 Footing Air Cond.& El Re Roofing E Slab E Temp Pole ELI Top Out 0! Heating Insulation D Lintel D Final 0 Sewer 0 Fire Place U Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday---P.M. A.M. Inspection Made _PM. Inspector Fin ccupancy Yu_,� C,-Xo"L� - FLOODPLAIN DEVELOPMEN-1 LaORMATION Location:: 405 Meal X Dr. , Atlantic Beach FL- 3223 3 Type of Development: I n d u s t r i a 1 Flood Zone: xxxxxx Required Lowest Floor ElevationF-F- E 13 .50 If building is located within a flood hazard zone, a survey must be made AFTER SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No flnal inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONEVIENTS: Applicant Ackn6wledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data ha-ve been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department- Building De�4�ent Rep�esentative CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax 247-5877 ELECTRICAL PERMIT PEAMITINFORMATION- L.OCATION-I-NFORMATI ON Permit Number: 20634 Address: 405 MEALY DRIVE Permit Type- ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 24 Proposed Use: INDUSTRIAL Lot(s)-4 & 5 Block: Section: Square Feet: Subdivision: MAYPORT INDUSTRIAL PARK Est. Value: Parcel Number: Improv. Cost: F,----------ow-N-E-R---I--N--F--O-RMATION Date Issued: 911512000 Name: TEXAS ENVIRONMENTAL, INC. Total Fees: 56.40 Address: 300 MEALY DRIVE Amount Paid: 56.40 ATLANTIC BEACH, FL 32233 Date Paid: 9/15/2000 Phone: (904)233-3952 Work Oesc: C8-2-560W N-d—AMP—S1-PR-4W`240V 2-1/2"RW- NEW SERVICE CONTR&4ZTOR(S)- APPUCATION FEES ,181MINS ELECTRIC CO. PERMIT 56.40 -InW;tj9ns Required ------ FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date, 9/15/9@ st Receipt: W9126 ATLANTIC 13 CHlIU671CLDIN CM P.01 Dec-29-98 11 : 23A 0 6-5 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— L --ig— IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF AND IN=,�ORDAN E WITH THE E TRICAL REGULATIONS, CODES AND CITY 0:_ ,"TIC BEACH ORDINANCiS. 7 tCLTR I C A L F"l R M: M T ELiCTARCIA11IGNATURI jowwEym" NAME /ALE3S:__40_S_ Ato a& RFQ_8Ox_ BLDG.SIZE BETWEEN: RES. AFT. I J COMM.(&4""�PUBLIC INDUS. ( NEW(,,,�OLD FIEW.I I ADDITION I TRAILER I P. SIGNS ( —SO.FT. SERVICE: NIEEW:��[=NCREASE I REPAIR ( FEE CONDUCTOR SIZE �;DMCV AMPSp-n 'O COPPER I ALUM. m REAKER PH wlQ4!5toLT ITCH OR 6 :Q L)6 AMPS 11 1 - RACEWAY EXIST.SERV.SIZE AMPS PH Wl VOLTI RACEWAY FEEDERS NO. SIZE INO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 1 31-100 AMP$. SWITCH98 INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVKR APPLIANCES I I I _ELLTRANSF. AIR H.P.RATING M.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT I t I OVER MOTORS M.P. VOLTAGE pHs NO. 1 H-P- VOLTAGE pHs MISCELLANEOUS (A .4k_lz Cie TRANSFORMERS: UNDER 600 V. OVER60ov. NO. KVA I NO. lKVA NO.NEON TRANSF. NO. VA. �A. �37TO R SIZE "SW*ITCH FLASHER EACH SIGN I 1 1 _77 1 FORWARDED TOTAL FEES CITY OF 4&4os4'c hie=4-49"' Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM. Locality Job Address Owner's,5, Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Ej Footing F-1 Rough Wiring E Rough D Air Cond.& 1i Re Rooting Fj Slab Temp Pole E Top Out D, Heating Insulation 11 Lintel L" Final 0 Sewer F_' Fire Place D Pre Fab READY FOR INSPECTION A.M, Mon, Tues. Wed, Thurs. Friday—PM. A.M. Inspection ade e- '_PM. Inspector Final Inspection 0 Certificate of Occupancy E, Date CITY OF 4&44dwo BwaA-44" g ;�c2 �3 Office of Building Official REQUEST FOR INSPECTION a Date Permit No. Time A.M. Received P.M, Job dress Locality Owner's Name Contractor — SUILDIN CONCRETE ELECTRICAL PWMBING MECHANICAL Framing E, Footing 1-i Rough Wiring 0 Rough E Air Cond.& E, Re Roofing 0 Slab E! Temp Pole El Top Out iD Heating Insulation E Lintel E� Final 0 Sewer D Fire Place E, Pre Fab READY FOR INSPECTION A.W Mon. Tues. Wed. el'hou7s) Friday—RM. Inspectio e FinaL Insp tor 1 rtificate of Occupancy Date B UIL DING, PLA NNINGA ND ZONING INSPECTION DEPAR TMENT CITY OF A TLANTIC BEACH, FLORIDA CER TIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: /0 Building Contractor : GEI-HAL CONSTRUCTION CO. Building Permit Number: 20283 Address : 405 MEALY DRIVE Le,.�al Descr-izt-ion: Lots 4 & 5, Mayport Industrial Park Improvements to the above described property have been completed ir. accordance with the terms of the pe=it and is certified to te readv for occucancy as New Commercial Building Lowest Floor Elevation: 13-50 reauired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire / 0- S--V0 402 -66 - 0C) 2ubiic Works C', /0� B,uilding CIT Y UV ATLANTIC BEACH v 1"nis Certificate'issued pwsuanl to the section!Q9'3f the Southern Standard Building Code certifying that at the time of issuance this st- L; r 1, ."'Ictum was --cm—P!iance vviflh he var;aur ordinanecs of'he Citv regullatin-,bOdm.q constr cctio Forthe tVivving: Address: 405 MEALY DRIVE Owner: SUN COAST F-WiRONMENTAL, INC. A -rlrl A Ar-A# 11 F'%r%i%117' �%!L_Akl 13EACKI-L -122-33 405 IVIE:ML.I Ljr%l v E: 10 C B ACH r a 433 ATLANTIC BEACH, FL 32233 ^n Type: Use Classific--ation: COMMERCIAL Permit Nuimber- 2-0-2-83 Date: 410/11/2000 -Ll� nf-%Kl r% cn'ln f, D I %a a La %a Lj Post in a conspicuous space CITY OF ATLANTIC BEACH jt—CQ-r1C1t�A'rC nC 43CCI IDAKWIV This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was ih comrifiance with the varibas ardMar.,oes of the Citv.,aguiating rDjxsJtrDrjJDn oruse. For the followina: Address: 405 MEALY DRIVE Owner: SUN COAST ENVIRONMENTAL, INC. ATI ANT!C BEACH, FL _32"_33 I A05 MEALY DRIVE ATLANTIC BEACH, FL 32233 Construction Type- STEEL Use Classification: COMMERCIAL Permit Number: 20283 Date: 10/11/2000 DON C. FORD, C.B.O. Post in a conspicuous space Q.11rIdt-firtItt of Mccupunru (fitu of t Atlantic 16tac4 — Noriba Vievartmat of Tsuffbitto Atopection This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard Building Code verfifying thatat the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification CQuimercial/Industrial 8ld9L P�--rmlno. 20283 t Group steel Type Gqnw.urAqw. V-?, Fwa ur=,;rA seaz�h �I'l Owner of BuildingSun Coast EnyironmeA4,Ij.6 405 Mealy Drive — 6��Address.. 405-Aaaly Drive Locality—Atlantic Reach, EL 32233 C /,('J,.� By: DON C. FORD Building Official Date: — POST IN A CONSPICUOUS PLACE now I T Y 0 F 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX(904) 247-5805 SUNCOM 852-5800 DATE Y—ZX�00 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 4P -3 ell Please call me at 904-247-5826 if you have any questions. ATI_ANTIC BEACH BUILDING DEPARTMENT R E V PROPIM731 rrSCazzPT:r0N JUN 2 0 2000 J 6 Lot # 4 & 5Block #_, Section # JACKSONVILLE Subdivision: Mayport Industrial Park FIRE PREVENTION CitN/ of —deach DIVISION 60ding and Zoning Street Name LESCRIPTION OF WORK or Address: 405 Mealy Dr. Atl.Bch, 32233 (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description40 x 80 Building- 25 x 50 Reten-EionPad Class of Work: (New/ Remodel/Addition:-Npw ZONING IWORMAT.10H Type of Construction: Zoning Proposed District: use: Storage Estimated Value $ 38 , 000.00 Exceptions or variances Materials: Concret & Steel Granted: None Solid or Filled Ground: pi 1 1 pel —Roof: Steel Method of Heating- ONPER =MaTlOff Property Owner: SUn Coast Environmental , _jMr,,._Phone: (904) 211-3992 Mailing Address. 405 Mp;;lg nr- Atlan7Fif- Beacb ., R Zip: 22!2-1_2 CONTRACTOR 13rFWMT1Off Contractor: Gei-Hal Construction Phone: (904) 242-0497 Mailing Address:, 1()_99 ppacb j;jyrj, jax, gr!h. FT., Zip: 32250 Expiration STATE LICENSE NO:CGC 056605 Date:Aua.31 . 2000 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITHf WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHCRITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE / Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE ME BY_P-ATr� 0- ��\Q\ktk THIS (9 �kk - DAY OF A%.k�\k , '-L CQ�U,v c0c). 1.b- �-\O""Cors ,�,OYP% ROSALYN M.ALMAZAN (\Jlk Qk\�kk%-01, COMMISSION#CC 646504 NOtARY PUMIC ff EXPIRES MAY 12,2001 BONDED THRU P ATLANTIC BONDING CO.,INC. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 &TRAIN= Permit Number: 20283 Address: 405 MEALY DRIVE Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(6):4 & 5 Block: Section: Square Feet: SubdiVi3ion: MAYPORT INDUSTRIAL PARK Est Value: Parcel Number: Improv. Cost: 60,800-00 Date Issued: 6/27/2000 Name: SUN COAST ENVIRONMENTAL, INC. TotalFees: 2,393-00 Address: 405 MEALY DRIVE Amount Paid: 2,393-00 ATLANTIC BEACH, FL 32233 Date Paid: 6/27/2000 Phone: (904)233-3952 Work Desc: NEW STEEL BUILDING-SQFT3200 GEI-HAL CONSTRUCTION CO. PERMIT 456.00 WATER IMPACT FEE 210.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 15.20 RADON CAB 5% 0.80 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 14.40 SCHARGE/ATL.BCH. 1.60 TREE BARRICADES FOOTING SLAB FINAL ELECTRIC CERTIF/OCCUPANCY NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS's ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE Date: 6/28/00 01 Receipt; 0068923 Total Paysent $2393.00 FX AT64NTICSEACH BUILDING DEPT. 4 w 2 Cill'v co, AiLlarl'J-C Dcachl WATER FOUNTAIN UNISEX TOILET REVISION PLER I' NSPECTOR'-S REQLEST A.M 2 2 0 0 Ci+,Y Of Atlantic Deacti Buildint; and Zonine, PWATER FOUNTAIN , 3-2 UNISEX TOILET REVISION PLr--7R ASPECTOWS REQLEST ONI-I Of �CA O,v x AS 00, IAO fos\ 'e ' IP ?i ID 109 Ob �kooq\% e09 I\e of, lkf , 'NID ,,ge"xo ocr, 01 Gel"\ OX\ oved\01\ e,kol CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— 4/6 -5- 4-L Date & - 9- 3 _00 He ted Square Footage Der sa c' �5 (LH aracic- araa_e)/ hed @ s-ZE00 per sq f-t = i(0 Ito 0 Carport/Porci7l -t = —per scr f- Dec k per scz ft = Patio ner Sa f t = TOTAL VALUATION : Coo .R 0 o 900 -0 Total Valuation is t $ Remaining Value $z/. per thousand or portion thereof TOTAL BUILDING FEE + 1/2.' Filing Fee Fireplaces @ $15 , 00 s BUILDING PERMIT FEE WATER IMPACT FEE D-( SEWER IMPACT FEE EAggg#EM .4 WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S 3,200) RADON (HRS ) CO50 $ SECTION H PAVING $ HYDRAULIC SHARES 8 CROSS CONNECTTON S, 2.06 SURCHARGE . 0050 '4. 4 1) e-e-0- OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New_Elecrnri,c/Temp_., "W3 mminapool Septic Tank W e I S-gn-.___Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : 904-24/—t�xs/4 jun-22-00 03:26P Havv-y McNa11Y (d JUN,20-20M o I z5ap rFZC)m: 247..5E345 PRICE QUO TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAM Coa,�az�, MAILING AIDDRESS r9&"C =44064 PHONENUMBER DATE 4 SERVICE REQUESTED SERVICELOCATION _eVeo DATE SET TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMEN7 PRXE QUOTE RESPONSE WATER: ��CAg,�r 0 ck S 1�- L 0 (.4 OTHFR- PRICE QUOTE PRLPARED SY'.. \j Q-0 SCA ignature - Title OATE.NOTIFIC-D OWNER PAGE:2 Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: I of 15 VP BUILDINGS STRUCTURAL DESIGN DATA Project: MR Bart Snow Name: W19918828-OIOEI Reference: 904 280 0403 Jobsite: Mealy Rd. City/State: Atlantic Beach,Florida 32267 County: Duval Country: United States TABLE OF CONTENTS NX G OV 0 VPC File:W19918828-01 OE 1.vpc �TC Version: I Date- 12/13199 Design Loading Report Time:10:28 AM Page: 2 of 15 . .... .. 110 PROVEN RIME- R Shape Mayport Project Loads and Codes City:Atlantic Beach County:Duval State:Florida Building Code:1997 Standard Building Code Built-up Section Spec:89AISC Building Use: Standard occupancy Structures Cold Form Spec. :89AISI Max.Allow.Overstress:Frm 1.03,Sec: 1.03,Brc:1.03 Rainfall:10.00 in per hour Dead and Collateral Loads Collateral Gravity:0.00 psf Frame Weight(assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Side Type Mag Units Shape Applied On Description A D 2.100 psf Entire FRM Covering Weight-26 Panel Rib+Secondary Weight A D 0.950 psf Entire PUR Covering Weight-26 Panel Rib B D 2.100 psf Entire FRM Covering Weight-26 Panel Rib+Secondary Weight B D 0.950 psf Entire PUR Covering Weight-26 Panel Rib Live Loads Live Load Input:25.00 psf Not Reducible LL for Below Eave Canopy:N/A Snow Loads Ground Snow Load: 0.00 psf Snow Exposure Category(Factor):1 (0.90) Design Snow(Sloped):0.00 psf Thermal Category(Factor):Heated(1.00) Snow Accumulation Factor:0.0000 Rain Load Associated with Snow:0.0000 Snow Importance Factor:0.000 Slope Reduction:0.86 Ground/Roof Conversion.0.70 Slope Used:14.036( 3,000:12) Wind Loads Enclosure Type:Enclosed Gust Factor:1.00 Wind Speed:I 10.00 mph Wind Importance Factor:1.000 Height Used:18/6/0 Least Horizontal Dimension:40/0/0 Base Elevation:0/0/0 Distance to Coast: 15.0 Miles Primary Zone Strip Width:8/0/0 Parts/Portions Zone Strip Width:41010 Velocity Pressure:30.98 psf 0.00256*(1.00)*(110.00)-2 *(1.00) Comb.Height/Exposure Coef:0.85 Wind Ex�osure Category:C Basic Wind Pressure: 26.26 psf Seismic Loads Seismic Hazard Group:Group I Seismic Snow Percent:0.00 Aa:0.1000,Av:0.1000 Seismic Snow Load: 0.00 psf Seismic Importance Factor:1.000 Seismic Performance Category:C Frame Seismic Factor(Cs):0.0556 Seismic Period:0.30 Brace Seismic Factor(Cs):0.0500 Moment-Resisting Frame System,Ordinary steel frames(R 4.5 Cd 4.0) Building Frame System,Concentrically braced franies (R=5.0 Cd=4.5) Analysis Procedure 1607.4 used Side Type Mag Units Shape Applied On Description I E 0.110 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight I E 0.099 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0.048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0.048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0.048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0.048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0.049 psf Entire FRM Seismic:Secondary Weight 2 E 0.044 psf Entire BRC Seismic:Secondary Weight 3 E 0.110 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight 3 E 0.099 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight 4 E 0.102 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight 4 E 0.092 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight • E 0.256 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) • E 0.230 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame VPC File:W19918 928-01 OE l.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM ANUT MAMIE Page: 3 of 15 Weight) B E 0.256 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) B E 0.230 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) Deflection Conditions Frames are vertically supporting: Metal Roof Purlins and Panels Frames are laterally supporting: Metal Wall Girts and Panels Puflins are supporting: Metal Roof Panels Girts are supporting: Metal Wall Panels Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framing No. Origin Fact Application Desc I System 1.000 1.000 D+1.000 CG+1.000 L 2 System 1.333 1,000 D+1.000 W`I> 3 System 1.333 1.000 D+1.000<W 1 4 System 1.333 1.000 D+1.000 W2> 5 System 1.333 1.000 D+1,000<W2 6 System 1.333 1.000 D+1.000 CO+1,000 E>+1.000 EG- 7 System 1.333 1.000 D+1.000 CG+1.000<E+1.000 EG- Design Load Combinations-Bracing No. Origin Fact Application Desc I System 1.333 1.000 WI> 2 System 1.333 1.000<W I 3 System 1.333 1.000 W2> 4 System 1.333 1.000<W2 5 System 1.333 1.000 E> 6 System 1.333 1.000<E Design Load Combinations-Purlin No. Origin Fact Application Desc I System 1.000 1.000 D+1.000 CG+1.000 L 2 System Derived 1.333 1.000 D+1.000 WI>+1.000 WI3 I> 3 System Deiived 1.333 1.000 D+1.000<W2+1,000 WB I> 4 System Derived 1.333 1.000 D+1.000 WI>+1.000<WBI 5 System Derived 1.333 1.000 D+1.000<W2+1.000<WBI 6 System Derived 1.333 1.000 D+1.000 W I>+1.000 WB2> 7 System Derived 1.333 1.000 D+1.000<W2+1.000 WB2> 8 System Derived *1.333 1.000 D+1.000 WI>+1.000<WB2 9 System Derived 1,333 1.000 D+I.DOO<W2+1.000<WB2 10 System Derived 1.333 1.000 D+1.000 CG+1.000 L+1.000 EG++1.000 EB> I I System Derived 1.333 1.000 D+1.000 CG+1.000 L+1.000 EC3++1.000<EB Design Load Combinations-Girt No. Origin Fact Application Desc I System 1.333 1.000WI> 2 System 1.333 1.000<W2 Design Load Combinations-Roof-Panel No. Origin Fact Application Desc I System 1,000 1.000 D+1.000 L 2 System 1.333 1.000 D+1,000 WI> 3 System 1.333 1.000 D+1.000<W2 Design Load Combinations-Wall-Panel No. Origin Fact Application Desc 1 System 1.333 1.000WI> 2 System 1.333 1.000<W2 Deflection Load Combinations-Framing No. Origin Fact Def H Def V Application Desc VPC File:W19918928-010EI.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 4 of 15 1 System 1.000 0 180 1.000 L 2 System 1.000 0 120 1.000 D+1.000 CG+1.000 S 3 System 1.000 0 180 1.000S 4 System 1.000 0 120 1.000 D+1.000 CG+1.000 L 5 System 1.000 60 0 1.000 E>+1.000 EG- 6 System 1.000 60 0 1.000<E+1.000 EG- 7 System 1.000 60 0 0.750 W I> 9 System 1.000 60 0 0.750<Wl 9 System 1.000 60 0 0.750 W2> 10 System 1.000 60 0 0.750<W2 Deflection Load Combinations-Purlin No. Origin Fact Deflection Application Desc I System 1.000 150 1.000S 2 System 1.000 120 1.000 D+1.000 CG+1.000 L 3 System 1.000 150 1.000 L 4 System 1.000 120 1.000 D+1.000 CG+1.000 S Deflection Load Combinations-Girt No. Origin Fact Deflection Application Desc I System 1.000 90 1.000 Wl> 2 System 1.000 90 1.000<W2 Deflection Load Combinations-Roof-Panel No. origin Fact Def H Def V Application Desc 1 System 1.000 60 60 1.000 D+1.000 S 2 System 1.000 60 60 1.000 D+1.000 L Deflection Load Combinations.Wall-Panel No. Origin Fact Def H Def V Application Dese I System 1.000 60 60 1.000 Wl> 2 System 1.000 60 60 1.000<W2 Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load AL* Alternate Span Live Load,Shifted Right *AL Alternate Span Live Load,Shifted Left S Snow Load Usi* Unbalanced Snow Load 1,Shifted Right *USI Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left PFI Partial Load,Full,I Span PHI Partial Load,Half,I Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load Wl> Wind Load,Case 1,Right <W1 Wind Load,Case 1,Left W2> Wind Lwd,Case 2,Right <W2 Wind Load,Case 2,Left W3> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG_ Vertical Seismic Effect,Subtractive FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,RigK Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AD Auxiliary Dead Load U User Defined Load iii User Defined Load-I U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 R Rain Load T Temperature Load VPC File:W19918828-01 OE Lvpc VPC Version: I Date: 12113/99 Design Loading Report Time: 10:28 AM Page: 5 of 15 'I 1�3 ,HaRli I SIR Shape:Mayport Project Contact: Project:Monmouth Equipment Name:Monmouth Equipment Reference:904 290 0403 Address: 181 Disbrow Hill Rd. Jobsitc:Mealy Rd. City/State:Hightstown,New Jersey 08520 City/State:Atlantic Beach,Florida 32267 MBMA End Use Code: Manufacturing Production Country:United States Loads and Codes: Building Code: 1997 Standard Building Code Built-up:89AISC Rainfall:10.00 in per hour Building Use: Standard Occupancy Structures Cold Form:89AISI Live Load Wind Load Snow Load Seismic Input Live Load:25.00 psf Not Reducible Wind Speed: 110.00 mph Ground Snow Load: 0.00 psf Seismic Hazard Group:Group I Collateral Gravity:0.00 psf Wind Exposure:C Snow Exposure Category: I Seismic Performance Category:C Collateral Uplift: 0.00 psf Wind Enclosure:Enclosed Thermal Category:Heated Aa:0.1000,Av:0.1000 Distance to Coast:15.0 Miles Seismic Snow Percent:0.00 Base Elevation:0/0/0 Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framing No. Origin Fact Application Desc I System 1.000 1.000 D+1.000 CG+1.000 L 2 System 1.333 1.000 D+1.000 W I> 3 System 1.333 1.000 D+1.000<WI 4 System 1.333 1.000 D+1.000 W2> 5 System 1.333 1.000 D+1.000<W2 6 System 1.333 1.000 D+1.000 CG+1.000 E>+1.000 EG- 7 System 1.333 1.000 D+1.000 CG+1.000<E+1.000 EG- Design Load Combinations-Bracing No. Origin Fact Application Desc I System 1.333 1.000 WI> 2 System 1.333 1.000<WI 3 System 1.333 1.000 W2> 4 System 1.333 1.000<W2 5 System 1.333 1.000 E> 6 System 1.333 1.000<E Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load AL* Alternate Span Live Load,Shifted Right *AL Alternate Span Live Load,Shifted Left S Snow Load USI* Unbalanced Snow Load 1,Shifted Right *us] Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left PF1 Partial Load,Full,I Span PHI Partial Load,Half,I Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load WI> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,ftight *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AD Auxiliary Dead Load VPC File:W19918828-01 OEI.vpc VPC Versiom I Date: 12/13/99 I vkz, Design Loading Report Time:10:28 AM Page: 6 of 15 U User Defined Load U1 User Defined Load-I U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 R Rain Load T Temperature Load VPC File:W19918828-01 OE I.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM Page: 7 of 15 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max Eave Min Eave Max Roof Min ak Roof I H ht Width Length (ft2) (ft2) (ft2) Height Height2 Pitch I Pitch Mayport Project 40/0/0 80/0/0 3200 3727 3298 16/0/0 1 16/0/0 3.000:12]__3.000:121 21/0/0 ,Overall Shape Description — of 1 7 Ro Roof 2 From Grid To Grid Eave Ht Eave Ht 2 Pitch Pitch 2 Bist to Ridge Peak Height A B 1-A I-F 16/0/0 16/0/0 3.000:12 3.000:12 20/0/0 21/0/0 T T jLr6 2 4 An--n- VPC File:W19918828-OlOE1.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 8 of 15 Wall :4,Frame at: 1/0/0 Frame ID:Post&Beam 12/16/12 Frame Type:Post&Beam Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed, r Y Vy Vy /Hx,,,/ Hx irv-n- iz-a- Amn" Values shown are resisting forces of the foundation. Reactions-Load Type at Fra e Cross Section:I Col.Type Exterior Colurnn Interior Colurnn Interior Column Exterior Column X-Loc 0/0/0 1210/0 28/0/0 40/0/0 Gridl-Grid2 I-F I-D I-C I-A Base Pl.W x L SX10 8xlO 8 x 10 8 x 10 AB Qty/Diam 2-0.750 2-0.750 2-0.750 2-0.750 Col Base lev 100.0 100.0 10 .0 100.0 Load Type Desc Hx Vy Hz Vy Hz vy Hx Vy D Frin 0.23 0.55 0.55 0.22 - L Frm - 1.27 - 3.99 3.99 - 1.27 - Wl> Frm -1.24 -1.47 3.73 -4.97 3.73 -3.78 -1.80 -1.76 - <WI Frm 1.80 -1.76 -3.45 -3.78 -3.45 -4.97 1.24 -1.47 - W2> Fn-n -2.08 -0.62 - -3.60 - -2.41 -0.96 -0.91 - <W2 FrM 0.96 -0.91 - -2.41 - -3.60 2.08 -0.62 - E> Frrn - - -0.01 - -0.01 - - - - EG- Frrn -0.01 - -0.04 - -0.04 -0.01 - <E Frm 0.01 0.01 Frame Reactions-Load Cases at Frame Cross Section:I Gridl-Grid2 I-F I-D I- I-A Ld Combination HX Vy HZ Vy H Vy Hx Vy z CS (k) (k) (k) (k) k (k) (k) I D+CG+L - 1.50 - 4.55 - 4.55 - 1.49 - 2 D+Wl> -1.24 -1.24 3.73 -4.41 3.73 -3.22 -1.80 -1.54 - 3 D+<WI 1.80 -1.53 -3.45 -3.22 -3.145 -4.41 1.24 -1.25 - 1 8 4 D+W2> -2.08 -0.39 - -3.05 - 1.86 -0.96 -0.70 - 5 D+<W2 0.96 -0.69 - -1.86 - -3.05 2.08 -0.40 - 6 D+CG+E>+EG- 0.22 -0.01 0.52 -0.01 0.52 - 0.21 7 D+CG+<E+EG- 0.22 1 0.01 1 0.52 1 0.01 1 0.52 1 - 1 0.21 VPC File:W19918828-OlOEl.vpc VPC Version: I Date: 12/13/99 A�l I WON Design Loading Report Time: 10:28 AM Page: 9 of 15 Wall:4,Frame at: 20/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. Y V� H. An,.n* Values shown are resisting forces of the foundation. Reactions-Load Type at Fraa e Cross Section:2 Col.Type Exterior Colurnn Exterior Colurnn X-Loc 0/0/0 40/0/0 Gridl-Grid2 2-F 2-A Base Pl.W x L 8X8 8 x 8 AB Qty/Diam 2-0.750 2-0.750 Col Base Elev 100.0 100.0 Load Type Desc I Hx Vy Fix VY D Frm 0.42 1.26 -0.42 1.26 L Frm 3.67 9.75 -3.67 9.75 - Wl> Frm -7.07 -11.52 -1.57 -6.85 - <WI Frm 1.57 -6.85 7.07 -11.52 - W2> Frm -7.31 -7.42 -1.33 -2.75 - <W2 Frm 1.33 -2.75 7.31 -7.42 - E> Frrn -0.13 -0.12 -0.13 0.12 - EG- Frm -0.03 -0.09 0.03 -0.09 <E Frrn , 0.13 , 0.12 _ 0.13 -0.12 Frame Reactions-Load Cases at Frame Cross Section:2 Gridl-Grid2 2-F 2-A Ld Combination Hx Vy Hx VY CS (k) (k) (k) (k) I D+CG+L 4.09 11.01 -4.09 11.01 2 D+Wl> -6.65 -10.26 -1.99 -5.59 - 3 D+<Wl 1.99 -5.59 6.65 -10.26 - 4 D+W2> -6.89 -6.16 -1.75 -1.49 - 5 D+<W2 1.75 -1.49 6.89 -6.16 - 6 D+CG+E>+EG- 0.26 1.05 -0.51 1.28 7 1 D+CG+<E+EG- 1 0.51 1 1.28 -0.26 1 1.05 VPC File:W19918828-010EI.vpc VPC Version: I Date: 12113199 Design Loading Report Time: 10:28 AM Page: 10 of 15 Bracing Reactions-Load Cases at Frame Cross Section:2 Gridl -Grid2 2-F 2-A Ld Combination Tiz vy Hx CS (k) (k) (k) 2 <W1 -4.60 -3.87 4 <W2 -4.60 -3.87 6 <E -0.42 -0.35 VPC File:W19918828-01 OEl.vPc VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM Page: I I of 15 Wall :4,Frame at: 40/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. VY Vy X H. An,.n- Values shown are resisting forces of the foundation. Reactions-Load Type at Fra e Cross Section:3 Col.Type Exterior Column Exterior Column X-Loc 0/0/0 40/0/0 Gridl-Grid2 3-F 3-A Base Pi.W x L 8 x 8 8xg AB Qty/Diam 2-0.750 2-0.750 Col Base Elev 100.0 100.0 Load Type Desc I Hx Vy Hx Vy D Frm OA2 1.29 -0.42 1.29 L Frm 3.77 10.00 -3.77 10.00 - Wl> Frrn -7.02 -11.51 -1.57 -6-87 - <Wi Frm. 1.57 -6.87 7.02 -11.51 - W2> Fmn -7.27 -7.31 -1.32 -2.67 - - - <W2 FrM 1.32 -2.67 7.27 -7.31 - - - E> Frrn -0.13 -0.12 -0.13 0.12 - - - EG- Frm -0.03 -0.09 0.03 -0.09 - - - <E Frm [ 0.13 1 0.12 , 0.13 , -0.12 Frame Reactions-Load Cases at Frame Cross Section:3 Odd I-Grid2 3 3-A Ld Combination Hx VY Hx vy CS (k) (k) (k) (k) I D+CG+L 4.19 11.28 -4.19 11.28 - 2 D+Wl> -6.60 -10.23 -1.99 -5.60 - 3 D+<WI 1.99 -5.59 6.60 -10.23 - 4 D+W2> -6.85 -6.02 -1.74 -1.40 - 5 D+<W2 1.74 -1.39 6.85 -6.03 - 6 D+CG+E>+EG- 0.26 1.07 -0.52 1.30 - 7 1 D+CG+<E+EG- 1 0.52 1 1.31 -0.26 1.07 1 - VPC File:W19918828-01 OE 1.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 12 of 15 Bracing Reactions-Load Cases at Frame Cross Section:3 Giidl-Grid2 3-F 3-A Ld Combination Hx HZ VY CS (k) (k) (k) I wi> - 4.60 3.68 - 2 <W1 - - -3.69 - 3 W2> - 4.60 3.68 - 4 <W2 - -3.69 - 5 E> - 0.42 0.33 6 <E -0.33 VPC File:W19918828-01 OE I.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 13 of 15 Wall :4,Frame at: 60/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. Y VY Hx Hx An'-n" Values shown are resisting forces of the foundation. Reactions-Load Type at Fra e_Cross Section:4 Col.Type Exterior Colurnn Exterior Column X-Loc 0/0/0 40/0/0 Grid I -GTid2 4-F 4-A Base Pl.W x L 8 x 8 8 x 8 AB Qty/Diam 2-0.750 2-0350 Col Base Elev 100.0 100.0 Load Type Desc Hx Vy Hx Vy D Frm 0.42 1.26 -0.42 1.26 L Frm 3.67 9.75 -3.67 9.75 - - Wl> FrM -7.07 -11.52 -1.57 -6.85 - - - <Wl Frm 1.57 -6.85 7.07 -11-52 - - - W2> Frm -7.31 -7.42 -1.33 -2.75 - - - <W2 Frm 1.33 -2.75 7.31 -7.42 - - - E> Frm -0.13 -0.12 -0.13 0.12 EG- Frm -0.03 -0.09 0.03 -0.09 <E Frm 0.13 , 0.12 , 0.13 , -0.12 Frame Reactions-Load Cases at Frame Cross Section:4 Gridl-Grid2 4 F 4-A Ld I Combination Hx Vy Hx Vy CS ( ) (k) (k) (k) I D+CG+L 4.09 11.01 -4.09 11.01 2 D+Wl> -6.65 -10.26 -1.99 -5.59 - - - 3 D+<Wl 1.99 -5.58 6.65 -10.26 - - - 4 D+W2> -6.90 -6.16 -1.75 -1.49 - - - 5 D+<W2 1.75 -1.49 6.90 -6.17 - - - 6 D+CO+E>+EG- 0.25 1.06 -0.51 1.28 - - - 7 1 D+CG+<E+EG- 1 0.51 1 1.29 1 -0.25 1.05 VPC File:W19918928-010EI.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 14 of 15 racing Reactions-Load Cases at Frame Cross Section:4 Gridl-Grid2 —faz 4-F vy Hz 4.A Ld Combination VY Cs (k) (k) (k) I WI> 4.60 -3.87 -3.68 - 2 <WI - - [ -4.61 3.69 - 3 W2> 4.60 -3.87 - -3.68 - -4.61 - 4 <W2 - - 4.61 3.69 5 E> 0.42 -0.35 - -0.33 - 6 -<E -0.42 1 0.33 1 VPC File:W19918828-01 OE 1 VPC VPC Version: 1 Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 15 of 15 Wall :4,Frame at: 79/0/0 Frame ID:Post&Beam Frame Type:Post&Beam Noteaeactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. VY Vy Vy Vy Hx Hx I�H X� IHX 1 A'-A' i 'mn- Values shown are resisting forces of the foundation. Reactions-Load Type at Fra eCrossSection:5 Col.Type Exterior Column Interior Column Interior Column Exterior Colurnn X-Loc 0/0/0 9/6/0 3116/0 40/0/0 Grid I-Grid2 5-F 5-E 5-B 5-A Base Pl.W x L 8xIO 8 x 10 8xlO 8 x 10 AB Qty/Diarn 2-0.750 2-0.750 2-0.750 2-0.750 Col Base Elev 100.0 100.0 1 .0 100.0 Load Type Desc Hx Vy Hz Vy Hz Vy Hx Vy D FrM 0.09 0.72 1 0.72 0.08 - L Frm - -0.04 - 5.30 - 5.30 - -0.04 - Wl> Frm -1.24 0.09 3.98 -6.42 3.98 -5.22 -1.80 -0.43 - <WI Frrn 1.90 -0.43 -3.67 -5.22 -3.67 -6.42 1.24 0.09 - W2> Frrn -2.08 0.48 - -4.60 - -3.39 -0.96 -0.04 - <W2 Frm 0.96 -0.04 - -3.39 - -4.60 2.08 0.48 - E> Frrn - - -0.01 - -0.01 - - EG- Frm - -0.05 -0.05 <E Frm. I 1 0.01 nni Frame Reactions-Load Cases at Frame Cross Section:5 Grid I-Grid2 5-F 5-E 5-B 5-A Ld Combination Hx Vy HZ Vy Hz Vy Hx Vy CS (k) (k) (k) k (k) (k) (k) I D+CG L - 0.04 6.02 6.02 - 0.04 - 2 D+Wl> -1.24 0.17 r3.9 8 -5.70 r3.98 4.50 -1.80 -0.35 - 3 D+<Wl 1.80 -0.35 -3.67 -4.50 -3.67 -5.70 1.24 0.17 - 4 D+W2> -2.08 0.56 - -3.88 - -2.67 -0.96 0.04 - 5 D+<W2 0.96 0.04 - -2.67 - -3.88 2.08 0.56 - 6 D+CG+E>+EG- - 0.08 -0.01 0.67 _0.01 0.67 - 0.09 - 7 D+CG+<E+EG- 0.08 1 0.01 1 0.67 1 0.01 1 0.67 1_ - 1 0.08 VPC File:W19918828-01 OE I.vpc VPC Version: I CITY OF ATLANTIC BEACH Fixcure Unit Worksheec for Water Impacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURL14ENT OF WATZ'R DEmAND TOR FAcM WATER FIXTURE UNIT INSTALLED AND CONNECLEI) To THE C7r ',;A7'c*.R VSTL'4. THE- WATER SUPPLY CH.A.RGE 13 HEREBY FIXED AT 7,;EN—ly DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI—L.' WATER SYSTLX. BATHROOM GROUP CONSISTING OF U SERVICE IZ7NK Tlkp STAND WATER CLOSEr. LAVATORY 4 BATH (8) TUB OR SHOWER STjLLL (6) WATER CLOS-7,77 wA- CLcSE- .L, LANX OPERATED (4) VALVE OPERATED (3) 3ArjlTU3/SH0WER- (2) 0 UR-'NAL WALL '-:? SHOWE.1 CROUP PER HF-0 (3) FLOOR ORAT-N (1) f'SHCWEl STALL DClw-ESTIC (2) LAUNDRY TF'..y (:) LAVATORY G) C-M37'11A770N S-NK Allj:) 4j 3 WASHING MACHINE (3) POT, DISaWASHER (2) WASH S7NK EACH SET OF FAUCETS (') X:lr= SINX (2) DE.NTAL LAVATORY KITC3 SINX WIT3 wA.STz DENTAL UNIT OR CUSPTDOR (1) 31DET (241) 1 URINAL STAL_r , IWASHOU-� (4) fcOld-B:NATION SITK AND 7RAY WITH r-ZsHm4G lim SINX (8) —FOOD DISPOS. (4) URINAL, PMESTAL, SY?HCN JET DRINKING FOUN,7AZN (1/2) BLOWOUT (2) LAVATIORT., lA.R.3ER/3EAUT`Y. ICE MAKER (1/2) SHOP (2) S71RCEONS SINK (3) —LAVATORY, SURGZONS (Z) -JACUZZI (2) URINAL STALL, WASHOUT (4) Tt)TAL Fix--uRE uNl7s - LO $20.00 EACm JOB INFORMATION PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: /4 r- (L 0.4 7 OWNER:— <0 Q < 7 Eh,) ij (g c)p-� M(F/J 7 10 1 Determine Occupancy Classification of the structure. Select occupancy classification x6i yo which most accurately fits the use of the Building. (Chapter 133) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) b. Check allowable height and area increases permitted. (Chapter 135) 4. Check detailed Occupancy requirements. (Chapter 134) 5. Check detailed Construction requirements a. Fire Protection of Structural Members(Chapter B6&Table B600) b. Fire Protection Requirements(Chapter B7 and Table B700) C. Means of Egress Requirements(Chapter B 10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) vr 6. Review design as related to standards, (Chapters B16-B26) Vf 7. Check other requirements as necessary. 14, a. Construction projecting into public property(chapter B32) IVI b. Elevators and conveying systems(Chapter B30) Ivr C. Sprinklers, standpipes and alarm systems(Chapter 139) I Ve d. Use of combustible materials on the interior(Chapter 138) 14 e. Roofs and roof structures(Chapter B15) 14-1, f. Light,ventilation and sanitation (Chapter B12) 9. Other Z � -no CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By-.-L '�," C - E'�' Don C. Ford, Building Official'-,.- don/sb.1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -LOCATION?j FORAIIATION,� PERMtTJNFORMATIOff� Permit Number: 19573 Address: 300 MEALY DRIVE Permit Type: CONSTRUCTION TRAILER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range- Book. Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: MAYPORT INDUSTRIAL PARK Est. Value: Parcel Number: Improv. Cost: �tii r Date Issued: 2/09/2000 Name: TEXAS ENVIRONMENTAL, INC. Total Fees: 25.00 Address: 300 MEALY DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 2109/2000 .... Phone: (904)233-3952 Work Desc: CONSTRUCTION TRA—ILER WA 11009INKFEES PROPERTY OWNER PERMIT 25.00 It aikl NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS11 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. —I Date; 2.111.10"1 gj $25.0014 AT NTIC BE�C BUILDI Pf-. — C4�CKS 003J,1165 gh@0@03221000 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING SW SEMINOLE ROAD-ATLANTIC BEACK FL 32233-TEL: 247-5826-FAX: 247-5877 7 77177-=.,' W. Ww'. Permit Number: 19574 Address: 300 MEALY DRIVE Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY Lot(s): Block: Section: Square Feet Subdivision: MAYPORT INDUSTRIAL PARK Eat Value: Pamel Number: Improv. Cost- 5,000.00 Date Issued: 2/0912000 Name: TEXAS ENVIRONMENTAL, INC. Total Fen: 10.00 Address: 300 MEALY DRIVE Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 21OW000 Phone: t904)?33-3952 Work Desc: ERECT FENCE PE5 PLAN9 A 00*11 - PROPERTY OWNER PERMIT 10.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO C01141PLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TVACE FOR BUILDING IMPROVEMENTS11- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 74. $10.08 14 ATLAR1%SiXEU(L ILDING DEPT. Date.- 2/11/90 51 ReCeipt: 033866 L CHECKS IB02 tmivava322twoR ggi'00032218go APPLICATION FOR FENCE PERMIT Owners Narne i Laiis,, Em i ri c, Phone ("A Jab.-Address. \500 11-14CAq N'k\IL each , Lot_Q- 5__131ock and/or Unit # Subdivision ' A I 11pa Contractor if different-from awner Valuation-of fence Comer or tateriar Lot Type of Construction. -530, (0, ci-lat'n 41ap .�p jpe-�C.C- Show location and height orf fence as well as location of street(s). 014 AN Owner Signature Date Contractor Signature Date RECEIVED crq 9 2000 City of Atlantic Beach Building and Zoning "'Par k:%nci —Fr q,,zs ly C) V. 0 4 "ro'CEIVED Fq 9 2000 City Of Atlantic Beach Building and-Zoning Irtes NI, E-Avs4�m,) F:;��e_- --s ;w CITY OF ATLANTIC 13EACH PE=T APPLICATION =CDEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Cwner(s) job Addres�5:3M M8alq Dr. Mlaak&&(bin-Phone: 4) 2,33-39.5,2 Lo r- Blccic or Unit S umb d 4 -,,r� S n Contractor: :,4cense 7 Actress: --71tcne No: C staz:e Z-� c :Cde e-Sc r --z --e tz:1-a : Ael Inlo AVW�V( ob 3iit - --Z is this ar adt--- c n? (itM�70�C�req�, what are Z.rle a7.mens-- cns of the added space: f X 13 Lp f-z I I the added area be heated and ___. \7ea eleC:r4C=' 'or 4 cc c -ncrease, '� *a es New plamb-nq f-*.x—rzs? New New Hea--/:-c"� rio signature 0WINER: Date: 00 S ignature CONTRAC Date: 1C AS TO OWNER: Zo�� Sworn to and subscribed b46RA,&4�5e this day of myco E-P;� N(D#TAY 2UBL,C AS TO CONTRACTOR: Sworn to and subscribed before me this day of 119 - NOTARY ?UBLIC Sauc C) AC)' Y, 8V 10, /101 Meal\A Tank. Fdan r re ei E-A s+i vu) Fr,-r-e-- 0 0 Po--V--�,� ""m"'m PN+- PROPERTY DESCRIPTION U 6 Lot # 4 & 513lock 4 Section # Subdivision: Mayport -Industrial Park cj`-\1 C)14 Atl a-I-'c Beach, and Zoning Street Name DESCRIPTION OF WORK or Address:-405 Mealy Dr. Atl.Bch, 32233 (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description40 x 80 Building 25 x 50 RetenEionPad Class of Work: (New/ Remodel/Addition: New ZONING INF0101ATICK Type of Construction: Zoning Proposed District: use: Storage Estimated Value $ 38 ,000-00 Exceptions or Variances Materials: Concret -& Steel Granted: None Solid or Filled Ground: Fi I I t-ei Roof: MethQd at Keating* OWNER INFORMATION Property Owner: ,SUn Coast_EnVironmental , Inc-, Phone: (904 ) 233-3952 Mailing Address 4nr Me a4z nr - Atlantic Reach, PT,- M 'P: 2222-:1 CON27ZACTOR ZWOM�QTIOK Contractor: Gej-Haj Construction Phone: ( 904) 242-0497 Mailing Address: 1059 gtnach BjVr3 . Tax_ ;ch . pT,_ Zip: 32250 Expiration STATE LICENSE NO:CGC 056605 Date:Aua. 31 , 2000 1 HEREBY CERTIFY THAT I HAVE READ AND EXAZ*aNED THIS APPLICATION AND KNOW THE SAM TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY To VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MAP4NER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 61/ Contractor Signature= SWORN TO AND SUBSCRIBED BEFORE DV. BY_P-A\ry-,� qj- G�q �Ar C00 U,v\ 0- fA\V-\k0k THIS 69 V"",k DAY OF AU Y\-i -1-�-L - X,D il� 'ea, e,�vZv P& ROSALYN M.ALMAZAN (\Ik COMmISSJON 0 CC 646504 EXPIRES MAY 12,2001 Y aONE)ED THRU Q�Pp ATLANT(C aONE)ttqG CO.,W— PT 94 L&I T-5 wo 5A -i-A A LAI' 4 IA L_,A yj 5 ol 20 1,11, "MUE DO f Ll Shc PLAN REVIEW FOR zj. REVIEWED DATE& REVIEW OF: NO COMMENTS EXCEPTIONS -- -—-------- -- ----- A. STREETS Al Paving/Parking A2 Trench Restoration A3 Sawcuts A4 Curbs/Sidewalks Ivejoe 5-44 W40"J A5 Handicap Access poijel B. DRAINAGE BI Grading B2 Retention/Detention Ponds a jut 5L B3 Storm Drainage B4 SJRWMD Perm't/Ca Icu la;-ions B5 Im, pervious Cover Calculation ee .4 74,4jrX e t4o 'e,�tc Tlotls ,ep Lx� p NN ,f' .... ...... ............... pil 'i ID. 0�\'Rs Co\\T\eckx to IM ro D3 oetets qve\jejAkefs Coed 10005 101 ITA \f4 akeT lfi��Oglpw REVIEW OF: NO COMMENTS EXCEPTIONS E. SEWER (continued... E3 Cleanouts E4 Manholes E5 Required Separations E6 DEP (RESD) Permit E7 Sewer Notes F. fiENERAL NOTES F1 Call City Public Works Department at(904) 247-5834 24-hours in advance of construction for water, sewer and stormwater locates. Other utilities shall be located by calling the private utilities or central locators of 48-hours in ac:vance of construction. F2 Any damage to the City street, pavement, curb or other material shall be repaired as directed by the Director of Public Works F3 Existinq asphalt to be a sawcut in a strai�ht linie where necessary. PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAMEzz:7�AL MAILING ADDRESS/0 /j2a5�1 PHONENUMBER DATE 6—1. SERVICE REQUESTED SERVICE LOCATION- 0 pnr�deg� DATE SET TO PUBLIC WORKS 6 -6 -00 DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: OTHER: PRICE QUOTE PREPARED BY: Signature - Title DATE.NOTFIED OWNER 1% REV IE- RE""' PROPERTY DES=PT_T01V U JUN 2 %_'UN 6 2000 Lot # 4 & 5Block # Section # Subdivision: Mayp6_rt Industrial Park JACKS-ORVILLE City 0,� Ndali��Iic Beach Flp,t PREVENTION BL10ding and Zoning Street Name 498k9*1O1V OF WORK or Address: 405 Mealy Dr. Atl .Bch, 32233 (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description40 x 80 Building 25 x 50 Retention Pad Class of Work: (New/ Remodel/Addi ti on:-New ZONING INFORMATION Type of Construction: Zoning Proposed District: use:-Storaae Estimated Value $ 38 ,000-n Exceptions or variances materials: Concret & Steel Granted: None Solid or Filled Ground: pi 1 1 pj Roof: Method Heating:_ None OWNER INFORMATION Property Owner: SUn COaSt EnVironMental , Inc, Phone: ( 904) 233-3952 Mailing Address- 41719 Mina 1 y T)r - At 1 ant i c Beanbf RT, Zip: 2222-2 CONTRACTOR =ORMAT.TON Contractor: Gei-Hal Construction Phone: (904) 242-0497 Mailing Address: 1059 Beac!h Blvd , jax. -Rc�L, FL. Zip: 3225.0 Expiration STATE LICENSE NO:CGC 056605 Date:AuZ. 31 , 2000 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PER14IT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature— DATE 1r Contractor Signature DATE SWORN TO AND SUBSCRIBED BEFORE 1AE BY Ra��rr� W. (�Q�R�r CQ�V,v, b- iA\Q,\kt(S THIS DAY OF 'Su V\�k 1-9-9--a4MOO. T�b- �E\-4Ajk.\3' ),A _0yP&,q ROSALYN M.ALMAZAN NOtARY PUMIC COMMISSION#CC 646504 EXPIRES MAY )2,2001 pp BONDED THRU V10F ATLANTIC BONDING CO.,INC. Date: 12/13/99 Design Loading Report Time:10:28 AM Page: 1 of 15 VP BUILDINGS STRUCTURAL DESIGN DATA Project: MR Bart Snow Name: W19918828-OIOEI Reference: 904 280 0403 Jobsite: Mealy Rd. City/State: Atlantic Beach,Florida 32267 County: Duval Country: United States TABLE OF CONTENTS -l�i 10 J . , ....... ---- - 0 ovrlc VPC File:W19918828-01 OE I.vpc �TC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM Page: 2 of 15 IN Shape Mayport Project Loads and Codes City:Atlantic Beach County:Duval State:Florida Building Code:1997 Standard Building Code Built-up Section Spec:89AISC Building'Use: Standard Occupancy Structures Cold Form Spec. :89AISI Max.Allow.Overstress:Frm 1.03,Sec:1.03,Bre:1.03 Rainfall:10.00 in per hour Dead and Collateral Loads Collateral Gravity:0.00 psf Frame Weight(assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf Side Type Mag Units Shape Applied On Description A D 2.100 psf Entire FRM Covering Weight-26 Panel Rib+Secondary Weight A D 0.950 psf Entire PUR Covering Weight-26 Panel Rib B D 2.100 psf Entire FRM Covering Weight-26 Panel Rib+Secondary Weight B D 0.950 psf Entire PUR Covering Weight-26 Panel Rib Live Loads Live Load Input:25.00 psf Not Reducible LL for Below Eave Canopy:N/A Snow Loads Ground Snow Load: 0.00 psf Snow Exposure Category(Factor): 1 (0.90) Design Snow(Sloped):0.00 psf Thermal Category(Factor):Heated(1.00) Snow Accumulation Factor:0.0000 Rain Load Associated with Snow:0.0000 Snow Importance Factor:0.000 Slope Reduction:0.86 Ground/Roof Conversion:0.70 Slope Used:14.036( 3,000:12) Wind Loads Enclosure Type:Enclosed Gust Factor: 1.00 Wind Speed:110.00 mph Wind Importance Factor:1.000 Height Used:18/6/0 Least Horizontal Dimension:40/010 Base Elevation:0/0/0 Distance to Coast: 15.0 Miles Primary Zone Strip Width:8/0/0 Parts I Portions Zone Strip Width:4/0/0 Velocity Pressure:30.98 psf 0,00256*(1.00)*(110.00)^2 *0.00) Comb.Height/Exposure Coef.0.85 Wind Ex�osure Category:C Basic Wind Pressure-. 26.26 psf Seismic Loads Seismic Hazard Group:Group I Seismic Snow Percent:0.00 Aa:0.1000,Av:0.1000 Seismic Snow Load: 0.00 psf Seismic Importance Factor:1.000 Seismic Performance Category:C Frame Seismic Factor(Cs):0.0556 Seismic Period:0.30 Brace Seismic Factor(Cs):0.0500 Moment-Resisting Frame System,Ordinary steel frames(R 4.5 Cd 4.0) Building Frame System,Concentrically braced frames (R=5.0 Cd=4.5) Analysis Procedure 1607.4 used Side Type Mag Units Shape Applied On Description I E 0.110 psf Entire FRM Seismic:Covering Weight-26 Panel Fib+Secondary Weight I E 0.099 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0,053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0,053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0.053 psf Rect FRM Seismic:Covering Weight-26 Panel Rib 2 E 0,049 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0,048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0,048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E 0.048 psf Rect BRC Seismic:Covering Weight-26 Panel Rib 2 E O�049 psf Entire FRM Seismic:Secondary Weight 2 E 0.044 psf Entire BRC Seismic:Secondary Weight 3 E 0.110 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight 3 E 0.099 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight 4 E 0.102 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight 4 E 0.092 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight • E 0.256 psf Entire FR.M Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) • E 0.230 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame VPC File:W19918828-O I OEI.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time- 10:28 AM k Page: 3 of 15 Weight) B E 0.256 psf Entire FRM Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) B E 0.230 psf Entire BRC Seismic:Covering Weight-26 Panel Rib+Secondary Weight+ (Includes: 2.500 Frame Weight) Deflection Conditions Frames are vertically supporting: Metal Roof Purlins and Panels Frames are laterally supporting: Metal Wall Girts and Panels Purlins are supporting: Metal Roof Panels Girts are supporting: Metal Wall Panels Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framing No. Origin Fact Application Desc I System 1.000 1.000 D+1.000 CG+1.000 L 2 System 1.333 1.000 D+1.000 WI> 3 System 1.333 1.000 D+1.000<WI 4 System 1.333 1.000 D+1.000 W2> 5 System 1.333 1.000 D+1.000<W2 6 System 1.333 1.000 D+1.000 CG+1.000 E>+1.000 EG- 7 System 1.333 1.000 D+1.000 CG+1.000<E+1.000 EG- Design Load Combinations-Bracing No. Origin Fact Application Desc I System 1.333 1.000 WI> 2 System 1.333 1.000<WI 3 System 1.333 1.000 W2> 4 System 1.333 1.000<W2 5 System 1.333 1.000 E> 6 System 1.333 1.000<E Design Load Combinations-Purlin No. Origin Fact Application Dese I System 1.000 1.000 D+1.000 CG+1.000 L 2 System Derived 1.333 1.000 D+1.000 WI>+1.000 WBI> 3 System Derived 1.333 1.000 D+1.000<W2+1,000 WI3 I> 4 System Derived 1.333 1.000 D+1.000 W I>+1.000<VvB 1 5 System Detived 1.333 1.000 D+1.000<W2+1.000<WB I 6 System Derived 1.333 1.000 D+1.000 WI>+1.000 WB2> 7 System Derived 1.333 1.000 D+1.000<W2+1.000 WB2> 8 System Derived 1.333 1.000 D+1.000 WI>+1.000<WB2 9 System Derived 1.333 1.000 D+1.000<W2+1,000<WB2 10 System Derived 1.333 1.000 D+1.000 CG+1.000 L+1.000 Ecr++1.000 EB> I I System Derived 1.333 1.000 D+1.000 CG+1.000 L+1.000 EG++1.000<EB Design Load Combinations-Girt No. Origin Fact Application Desc I System 1.333 1.000 Wl> 2 System 1.333 1.000<W2 Design Load Combinations-Roof-Panel No. Origin Fact Application Desc; I System 1.000 1.000 D+1.000 L 2 System 1.333 I.00OD+I.00OWI> 3 System 1.333 1.000 D+1.000<W2 Design Load Combinations-Wall-Panel No. Origin Fact Application Desc I System 1.333 1,000 WI> 2 System 1.333 1.000<W2 Deflection Load Combinations-Framing No. Origin Fact Def H Def V Application Desc VPC File:W19918828-010ELvpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM KAIM Page: 4 of 15 1 System 1.000 0 180 1.000 L 2 System 1.000 0 120 1.000 D+1.000 CG+1.000 S 3 System 1.000 0 180 1.000S 4 System 1.000 0 120 1.000 D+1.000 CG+1.000 L 5 System 1.000 60 0 1.000 E>+1.000 EG- 6 System 1,000 60 0 1.000<E+1.000 EG- 7 System 1.000 60 0 0.750 Wl> 8 System 1.000 60 0 0.750<WI 9 System 1.000 60 0 0.750 W2> 10 System 1.000 60 0 0,750<W2 Deflection Load Combinations-Purlin No. Origin Fact Deflection Application Desc I System 1.000 150 1.000S 2 System 1.000 120 1.000 D+1.000 CG+1.000 L 3 System 1.000 150 1.000 L 4 System 1.000 120 1.000 D+1.000 CG+1,000 S Deflection Load Combinations-Girt No. Origin Fact Deflection Application Desc I System 1.000 90 1.000 Wl> 2 System 1.000 90 1.000<W2 Deflection Load Combinations-Roof-Panel No. Origin Fact Def H Def V Application Desc I System 1,000 60 60 1.000 D+1.000 S 2 System 1.000 60 60 1.000 D+1.000 L Deflection Load Combinations-Wall-Panel No. Origin Fact Def H Def V Application Desc I System 1.000 60 60 1.000 Wl> 2 System 1.000 60 60 1.000<W2 Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load AL* Alternate Span Live Load,Shifted Right *AL Alternate Span Live Load,Shifted Left S Snow Load Usl* Unbalanced Snow Load 1,Shifted Right *USI Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left PFI Partial Load,Full,I Span PHI Partial Load,Half,I Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load WI> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Fight <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive FL Floor Live Load FL* Altemate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AD Auxiliary Dead Load U User Defined Load Ul User Defined Load-I U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 R Rain Load T Temperature Load VPC File:W19918828-01 OE I.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 5 of 15 Shape :Mayport Project Contact: Project:Monmouth Equipment Name:Monmouth Equipment Reference:904 290 0403 Address: 181 Disbrow Hill Rd. Jobsite:Mealy Rd. City/State:Hightstown,New Jersey 08520 City/State:Atlantic Beach,Florida 32267 MBMA End Use Code: Manufacturing Production Country:United States Loads and Codes: Building Code:1997 Standard Building Code Built-up:89AISC Rainfall:10.00 in per hour Building Use: Standard Occupancy Structures Cold Form:89AISI Live Load Wind Load Snow Load Seismic Input Live Load:25.00 psf Not Reducible Wind Speed:I 10.00 mph Ground Snow Load: 0.00 psf Seismic Hazard Group:Group I Collateral Gravity:0.00 psf Wind Exposure:C Snow Exposure Category:I Seismic Performance Category:C Collateral Uplift: 0.00 psf Wind Enclosure:Enclosed Thermal Category:Heated Aa:0.1000,Av:0.1000 Distance to Coast:15.0 Miles Seismic Snow Percent:0.00 Base Elevation:0/0/0 Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Design Load Combinations-Framing No. Origin Fact Application Desc I System 1.000 1.000 D+1.000 CG+1.000 L 2 System 1.333 1.000 D+1.000 WI> 3 System 1.333 1.000 D+1.000<WI 4 System 1.333 1.000 D+1.000 W2> 5 System 1.333 1.000 D+1.000<W2 6 System 1.333 1,000 D+1.000 CG+1.000 E>+1.000 EG- 7 System 1.333 1.000 D+1.000 CG+1.000<E+1.000 EG- Design Load Combinations-Bracing No. Origin Fact Application Dese I System 1.333 1.000 Wl> 2 System 1.333 1.000<WI 3 System 1.333 1.000 W2> 4 System 1.333 1.000<W2 5 System 1.333 1.000 E> 6 System 1.333 1.000<E Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load AL* Alternate Span Live Load,Shifted Right *AL Alternate Span Live Load,Shifted Left S Snow Load Usl* Unbalanced Snow Load 1,Shifted Right *USI Unbalanced Snow Load 1,Shifted Left US2* Unbalanced Snow Load 2,Shifted Right *US2 Unbalanced Snow Load 2,Shifted Left PFI Partial Load,Full,I Span PHI Partial Load,Half,I Span PF2 Partial Load,Full,2 Spans PH2 Partial Load,Half,2 Spans W Wind Load WI> Wind Load,Case 1,Right <WI Wind Load,Case 1,Left W2> Wind Load,Case 2,Right <W2 Wind Load,Case 2,Left W> Wind Load,Case 3,Right <W3 Wind Load,Case 3,Left W4> Wind Load,Case 4,Right <W4 Wind Load,Case 4,Left W5> Wind Load,Case 5,Right <W5 Wind Load,Case 5,Left W6> Wind Load,Case 6,Right <W6 Wind Load,Case 6,Left WP Wind Load,Parallel to Ridge WPR Wind Load,11 Ridge,Right WPL Wind Load,11 Ridge,Left E Seismic Load E> Seismic Load,Right <E Seismic Load,Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect,Additive EG- Vertical Seismic Effect,Subtractive FL Floor Live Load FL* Alternate Span Floor Live Load,Shifted Right *FL Alternate Span Floor Live Load,Shifted Left Fl) Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load,Right,Right *AL> Auxiliary Live Load,Right,Left <AL* Auxiliary Live Load,Left,Right <*AL Auxiliary Live Load,Left,Left AD Auxiliary Dead Load VPC File:W19918828-01 OE I.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 6 of 15 U User Defined Load U I User Defined Load-I U2 User Defined Load-2 U3 User Defined Load-3 U4 User Defined Load-4 U5 User Defined Load-5 U6 User Defined Load-6 U7 User Defined Load-7 U8 User Defined Load-8 U9 User Defined Load-9 R Rain Load T Temperature Load VPC File:W19918828-0 I OE I.vpc VPC Version: 1 Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 7 of 15 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max Eave Min Eave Max Roof Min Roof Peak Width ! Length (ft2) (ft2) (ft2) Height Height2 Pitch I Pitch I Height Mayport Project 40/0/0 1 80/0/0 _3200 3727 3298 16/0/0 16/0/0 3,000:1?j....3.000:121 21/fwn� Overall hape Description Roof I Roof2 From Grid To Grid Eave Ht Eave Ht 2 Pitch Pitch 2 Dist to Ridge Peak Height A B ..I-A I-F 16/0/0 16/0/0 3.000:12 3.000:12 20/0/0 T T T 2 4 AnI.nl VPC File: W19918828-010EI.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 8 of 15 Wall:4,Frame at: 1/0/0 Frame ID:Post&Beam 12/16/12 Frame Type:Post&Beam Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. VY VY Vy Vy /'Hx HX HX An,-n- Values shown are resisting forces of the foundation. Reactions-Load Type at Fra e Cross Section:1 Col.Type Exterior Column Interior Column Interior Column Exterior Column X-Loc 0/0/0 12/0/0 28/0/0 40/0/0 Gridl -Grid2 I-F I-D I-C I-A Base Pl.W x L 8XIO 8XIO 8 x 10 8xlO AB Qty/Diam 2-0.750 2-0.750 2-0.750 2-0.750 Col Base Elev 100.0 100.0 100.0 100.0 Load Type Desc I Hx Vy Hz -Vy Hz Vy I Hx --Vy D Frm 0.23 0.55 0.55 0.22 - L Frm - 1.27 - 3.99 - 3.99 - 1.27 - Wl> Frm -1.24 -1.47 3.73 4.97 3.73 -3.78 -1.80 -1.76 - <WI Frm 1.80 -1.76 -3.45 -3.78 -3.45 -4.97 1.24 -1.47 - W2> Frnn -2.08 -0.62 - -3.60 - -2.41 -0.96 -0.91 - <W2 Frm 0.96 -0.91 - -2.41 - -3.60 2.08 -0.62 - E> Frm - - -0.01 - -0.01 - - - - .EG- Frm -0.01 - -0.04 - -0.04 -0.01 - <E I- - 0.01 - 0.01 Frame Reactions-Load Cases at Frame Cross Section:I Grid I-Grid2 I-F I-D I-C I-A Ld Combination Hx Vy Hz Vy Hz Vy Hx Vy CS (k) (k) (k) (k) (k) (k) (k) (k) I D+CG+L - 1.50 - 4.55 - 4.55 - 1.49 2 D+Wl> -1.24 -1.24 3.73 -4.41 3.73 -3.22 -1.80 -1.54 3 D+<WI 1.80 -1.53 -3.45 -3.22 -3.45 -4.41 1.24 -1.25 4 D+W2> -2.08 -0.39 - -3.05 - -1.86 -0.96 -0.70 5 D+<W2 0.96 -0.69 - -1.86 - -3.05 2.08 -0.40 6 D+CG+E>+EG- - 0.22 -0.01 0.52 -0.01 0.52 - 0.21 7 D+CG+<E+EG- 0.22 . 0.01 ..0.52 0.01 0.52 0.21 VPC File:W19918828-OIOEI.vpc VPC Version: 1 Date- 12/13/99 Design Loading Report Time:10:28 AM AWT a9111116MCM Page: 9 of 15 Wall: 4,Frame at: 20/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. v V� 'H. HX An'l- Values shown are resisting forces of the foundation. Reactions-Load Type at Fro e Cross Section:2 Col.Type Exterior Column Exterior Column X-Loc 0/0/0 40/0/0 Gridl -Grid2 2-F 2-A Base Pl.W x L 8X8 8 x 8 AB Qty/Diam 2-0.750 2-0.750 Col Base Elev 100.0 100.0 Load Type Desc Hx Vy Hx VY D Frm, 0.42 1.26 -0.42 1.26 L Frrn 3.67 9.75 -3.67 9.75 Wl> Frm -7.07 -11.52 -1.57 -6.85 - - - <WI Frm 1.57 -6.95 7.07 -11.52 - - - W2> FrM -7.31 -7.42 -1.33 -2.75 - - - <W2 Frrn 1.33 -2.75 7.31 -7.42 - - - E> Frm -0.13 -0.12 -0.13 0.12 - - - EG- Frm -0.03 -0.09 0.03 -0.09 - - <E Frm 1 0.13 1 0.12 1 0.13 1 -0.12 Frame Reactions-Load Cases at Frame Cross Section:2 Gridl-Grid2 2-F 2-A Ld Combination HX Vy Hx VY CS (k) (k) (k) (k) I D+CG+L 4.09 11.01 4.09 11.01 2 D+Wl> -6.65 -10.26 -1.99 -5.59 3 D+<Wl 1.99 -5.59 6.65 -10.26 4 D+W2> -6.89 -6A6 -1.75 -1.49 5 D+<W2 1.75 -1.49 6.89 -6.16 6 D+CG+E>+EG- 0.26 1.05 -0.51 1.29 7 1 D+CG+<E+EG- 1 0.51 1 1.28 , 1 -0.26 1 1.05 1 VPC File:W19918828-OlOEl.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 10 of 15 Bracing Reactions-Load Cases at Frame Cross Section:2 Gridl -Grid2 2-F 2-A Ld Combination RZ Vy Hx Cs ( ) (k) (k) 2 <WI -4.60 -3.87 4 <W2 -4.60 -3.97 t 6 <E -0.42 -0.35 VPC File:W19918828-O I OEl.vpc VPC Version: I Date: 12/13/99 I vkz- Design Loading Report Time:10:28 AM AUT JOIJACOOM Page: 11 of 15 Wall :4,Frame at: 40/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame NoteAeactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. V), v HX An--n- L Values shown are resisting forces of the foundation. Reactions-Load Type at Fra ve at Fra vve at Fra e Cross Section:3 Col.Type Exterior Column Exterior Column X-Loc 0/0/0 40/0/0 Grid I-Grid2 3-F 3-A Base Pl.W x L 8 x 8 8x8 AB Qty/Diarn 2-0350 2-0.750 Col Base Elev 100.0 100.0 Y Load Type Desc Hx Vy Hx Vy D Frm, 0.42 1.28 -0.42 1.28 L Frrn 3.77 10.00 -3.77 10.00 - Wl> Frrn -7.02 -11.51 -1.57 -6.87 - - - <WI Frm 1.57 -6.97 7.02 -11.51 - - - W2> Frm -7.27 -7.31 -1.32 -2.67 - - - <W2 Frm 1.32 -2.67 7.27 -7.31 - - - E> Frm -0.13 -0.12 -0.13 0.12 EG- Frm -0.03 -0.09 0.03 -0.09 <E I Frm 1 0.13 1 0.12 1 0.13 , -0.12 Frame Reactions-Load Cases at Frame Cross Section:3 Grid I -Grid2 3 F 3-A LId Combination HX Vy Hx VY CS (k) (k) (k) (k) I D+CG+L 4.19 11.28 -4.19 11.29 2 D+Wl> -6.60 -10.23 -1.99 -5.60 - 3 D+<WI 1.99 -5.59 6.60 -10.23 - - 4 D+W2> -6.85 -6.02 -1.74 -1.40 - - 5 D+<W2 1.74 -1.39 6.85 -6.03 - - 6 D+CG+E>+EG- 0.26 1.07 -0.52 1.30 - - 7 1 D+CG+<E+EG- 1 0.52 1 1.31 -0.26 1 1.07 1 VPC File:W19918828-01 OE I-vPC VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM ANUT 2.11111 1122MM Page: 12 of 15 Bracing Reactions-Load Cases at Frame Cross Section:3 Gridl-GTid2 3-F 3-A Ld Combination Hx Hz Vy -cs (k) k (k) 1 Wl> 4.60 3.68 - - 2 <W1 - - -3.69 - - 3 W2> - r4.6 0 3.68 - - 4 <W2 - - -3.69 - - 5 E> - 0.42 0.33 - - 6 <E -0.33 1 - I VPC File:W19918828-01 OE I.vPc VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM Page: 13 of 15 Wall :4,Frame at: 60/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Note:Reactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. VY Vy Hx �Hx An'-n' Values shown are resisting forces of the foundation. Reactions-Load Tvne at Fra e Cross Section:4 Col.Type Exterior Column Exterior Column X-Loc 0/0/0 4010/0 Gridl-Grid2 4-F 4-A Base Pl.W x L 8X8 8 x 8 AB Qty/Diam 2-0.750 2-0.750 Col Base Elev 100.0 100.0 Load Type Desc I Hx Vy Hx Vy D Frm 0.42 1.26 -0.42 1.26 L Frm 3.67 9.75 -3.67 9.75 Wl> FrIn -7.07 -11.52 -1.57 -6.85 - - - <Wl Ftm 157 -6.95 7.07 -11.52 - - - W2> Frm -7.31 -7.42 -1.33 -2.75 - - - <W2 Frm 1.33 -2.75 7.31 -7.42 - - - E> Frm -0.13 -OA2 -0.13 0.12 EG- Frm -0.03 -0.09 0.03 -0.09 <E I Frm 1 0.13 1 0.12 1 0.13 1 -0.12 Frame Reactions-Load Cases at Frame Cross Section:4 Gridl-Grid2 4 F 4-A Ld Combination Hx Vy HX Vy CS (k) (k) (k) -(k) I D+CG+L 4.09 11.01 4.09 11.01 - - - 2 D+Wl> -6.65 -10.26 -1.99 -5.59 - - - 3 D+<Wl 1.99 -5.58 6.65 -10.26 - - - 4 D+W2> -6.90 -6.16 -1.75 -1.49 - - - 5 D+<W2 1.75 -1.49 6.90 -6.17 - - - 6 D+CG+E>+EG- 0.25 1.06 -0-51 1.28 - - - 7 1 D+CG+<E+EG- 1 0.51 1 1.29 -0.25 1.05 1 VPC File:W19918828-01 OE I.VPC VPC Version: I Date: 12/13/99 Design Loading Report Time:10:28 AM Page: 14 of 15 Bracing Reactions-Load Cases at Frame Cross Section:4 Gridl-Grid2 4-F 4-A Ld Combination Hz Vy Hz Vy -Cs ——(k) (k) (k) I WI> 4.60 -3.87 -3.68 - - 2 <W1 - - F-4.61 3.69 - - 3 W2> 4.60 -3.87 -3.68 - - 4 <W2 - - -4.61 3.69 - - 5 E> 0.42 -0.35 - -0.33 - - 6 <E -0.42 1 0.33 VPC File:W19918828-01 OE l.vpc VPC Version: I Date: 12/13/99 Design Loading Report Time: 10:28 AM Page: 15 of 15 Wall :4,Frame at: 79/0/0 Frame ID:Post&Beam Frame Type:Post&Beam NoteAeactions shown with BRC are due to bracing and are not included in Frame Reactions by Load Combination. Combine per Code as needed. Vy Vy Vy vy Hx ---=>Hx HX Hx Z�, H' 7 -\,,IIIL4 1 21-n. R'-r- L amn- Values shown are resisting forces of the foundation. Reactions-Load Type at Fra e Cross Section:5 Col.Type Exterior Colurnn Interior Column Interior Colurnn Exterior Colurnn X-Loc 0/0/0 8/610 31/6/0 40/0/0 Grid I -Grid2 5-F 5-E 5-B 5-A Base Pl.W x L 8XIO 8XIO 8xlO 8 x 10 AB Qty/Diam 2-0.750 2-0.750 2-0.750 2-0.750 Col Base Elev 100.0 100.0 10 .0 100.0 Load Type Desc I Hx Vy Hz VY Hz Vy Hx Vy D Frm 0.08 0.72 1 0.72 0.08 I, Frm - -0.04 - 5.30 - 5.30 - -0.04 Wl> FrM -1.24 0.09 3.98 -6.42 3.98 -5.22 -1.80 -0.43 - <WI Frm 1.80 -0.43 -3.67 -5.22 -3.67 -6.42 1.24 0.09 - W2> Frm, -2.08 0.48 - -4.60 - -3.39 -0.96 -0.04 - <W2 Frm 0.96 -0.04 - -3.39 - -4.60 2.08 0.48 - E> Frm - - -0.01 - -0.01 - - - - EG- Frrn - -0.05 - -0.05 <E I Frm 1 0.01 1 - 1 0.01 1 - I Frame Reactions-Load Cases at Frame Cross Section:5 Grid I -Grid2 5-F 5-E 5-B 5-A Ld Combination Hx Vy Hz VY H V Hx Vy Hx CS (k) (k) (k) (k) z V Fk (k) (k I D+CG+L - 0.04 - 6.02 6.02 - 0.04 2 D+Wl> -1.24 0.17 3.98 -5.70 T3.98 -4.50 -1.80 -0.35 3 D+<Wl 1.80 -0.35 -3.67 -4.50 -3.67 -5.70 1.24 0.17 4 D+W2> -2.08 0.56 - -3.88 - -2.67 -0.96 0.04 5 D+<W2 0.96 0.04 - -2.67 - -3.88 2.08 0.56 6 D+CG+F>+EG- - 0.09 -0.01 0.67 -0.01 0.67 - 0.08 1 7 1 D+CG+<E+EG- I - 1 0.08 1 0.01 1 0.67 1 0.01 - 1 0.67 1 1 0.08 1 VPC File:W19918828-01 OE I.vpc 'vTC Version: I CITY OF 4&a4c BweA-4?& Office ot Building Official REQUEST FOR INSPECTION Date Permit No. ---- --- Time A.M. Received Job Address cality Owner's" X, t Name Contractor C ELECTRICAL PLUMBING MECHANICAL BUILDING J�ONCRETE Framing Cl Rough Wiring 0 Rough 0 Air Cond,& Re Rooting El Slab 0 Temp Pole P Top Out P- Heating Insulation EI Lintel D Final EJ Sewer 0 Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Inspection C) Pm. Inspector— Final Inspection ED Certificate of Occupancy 0 Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 20237 Address: 405 MEALY DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 24 Proposed Use: INDUSTRIAL Lot(s):4 & 5 Block: Section: Square Feet: Subdivision: MAYPORT INDUSTRIAL PARK Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/19/2000 Name: TEXAS ENVIRONMENTAL, INC. Total Fees: 32.50 Address: 300 MEALY DRIVE Amount Paid: 32.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/19/20001 Phone: (904)233-3952 Work Dese: INSTALL,PLUAMBING MOON PLUMBING PERMIT 32.50 UNDER SLAB PLUMBING TOPOUT SEWER/WATER FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $32.5014 Date: 6/20/90 01 Receipt: 0066944 CHECKS 1156 A-faNTIC BENCH'�U`[NiCQ�-DEPT. 08100083221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING FE1411 T JOB LOCATION: Z71 OWNER OF PROPERTY 4Lffi� TELEPHONE NO. PLUMBING CONTRACTOR #-/,j CONTRACTOR' S ADDRESS: &c) STATE LICENSE NUMBER: -TELEPHONE: HOW DGWY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS -WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER 4>F1 V TOTAL FIXTURES: x $3. 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: _ --------------------------- --T------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF N 0- 30038 ATLANTIC BEACH FLORIDA 4/10/2000 19— NAME Texas Environmental Services ADDRESS 405 Mealy Drive CITY Atlantic Beach, FL 32233 Mayport Tree Mitigation for Lots 4 and 5, Md.U)l Industrial Park, (405 Mealy Drive) 7 inches of Oak Trees at $82.50 per inch $577.50 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Paymenf 6"1'rw ^V ATI AUTIC RFACH. FLORIDA TREASURER CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20006 Permit Type: ELECTRICAL Class of Work: TEMPORARY POLE k: 24 Proposed Use: INDUSTRIAL ion: Square Feet: Su division: MAYPORT INDUSTRIAL PARK Est. Value: Parcel�Num�ber: Improv. Cost: OEM me. . TF:S I Date Issued: 5/04/2000 �Ncame: TEXAS ENVIRONMENTAL, INC. Total Fees: 30.00 Address: 300 MEALY DRIVE Amount Paid* 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/04/2000 Phone: (904)233-3952 Work Desc: CS#2 100AMPS 1,"PH 3W,240V 1-11'*'RW ALUM -TEMPORARY POLE AND CON. TRAILEF Emm =1M 0 - MCCLURE ELECTRIC,, RVICE PERMIT 30.00 SE NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL' RUBBISH AND DEBRIS.FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULEDAWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR,BUILDING:IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $38.0914 Date: 5/04/00 91 Receipt: 80%61 CHECKS 16732 A-rMTIC BEACH BIJILDIRG-DEPT. 08180003221000 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM- SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IWACCORDANCE WITH'THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 'El Ff"TRICAL FIRM: MASf�_ LECTRICIAN SIGNAT" JQURNEYMAN NAME ILA.A) o'd JR 2,/W RFD-BOX- C2.4 6 ESS: BLDG.SIZE BETWEEN: RES. APTA COMM.I PUBLIC INDUS. NEWX OLD ( REW. ADDITION ( TRAILER ( TEMP. SIGNS SO.FT; SERVICE: NEW( ) INCREASEf -REPAIR FEE CONDUCTOR SIZE k4a AMPS i Of) COPPER I ALUM.kllr SWITCH OR BREAKER AMPS PH � W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE W14NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDI OPEN TOTAL RECEPTACLES CONCEALEDI OPEN TOTAL 0.30 AMPI, 31-100 xm� SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 Amps. I OVER APPLIANCES i I I I I BELL TRANSF� AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELMANESUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA -I I NO. lKVA NO.NEON TRANSF. [NO. --IVA. M MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FE CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PVermit FNumber: 20006 Address: 405 MEALY DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 24 Proposed Use: INDUSTRIAL Lot(s):4 & 5 Block: Section: Square Feet: Subdivision: MAYPORT INDUSTRIAL PARK Est. Value: Parcel Number: Improv. Cost: Date Issued: 5/04/2000 Name: TEXAS ENVIRONMENTAL, INC. Total Fees: 30.00 Address: 300 MEALY DRIVE Amount Paid: 30.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/04/2000 Phone: (904)233-3952 Work Desc: CS#2 1 00AMPS 1 PH 3W 240V 1-1/4"RW ALUM - TEMPORARY POLE AND CON-.-TFW1—LE---F- -0, MCCLURE ELECTRIC SERVICE PERMIT 30.00' r, on*R" FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. CITY OF AT LANTIC BEA4CH-1 DEPARTMENT OF BUILDING MriNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 l5i-riidtAumfier: 19833 Address: 40.5 MEALY DRIVE raFmK 7ype-. TREE REMOVAL X-iLANTiC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 2A Square Feet: Subdivision: MAYPORT INDUSTRIAL PARK --- -- -�-- Number: -' -----1 LEWS SUWVSiOlv PR24 PG 233 5 4 3 N a "o-O ii'A SrREEr 0 50 44-90 FV C40 19 .19 PO 345 2CO 189*1 S'00"E 200.00 ci Q MEAD' ORIVE 4IZ5 C, I PC 502 (n 1101 11,10 r�? u 30 LUS) I C (Al I I — 8 VRis 1 7 —Z "!"!j 10, L-205, PG M 4 Ln S 89*15'00"W 370.73 OR -V2.3 10 IV M03 lig PG N OR OR 5679 DB CIR OR 1342 5360 5488 PC P�o i PG PG Z66 143 28.5 1116, CITY OF ATLANTIC.BEACH TREE REMOVAL APPLICATION Ail aulications must be received by 5 PM on the Monday prior to the scheduled meetin in order to be vlaced on the a�zendq. * INCOWLETE APPLICATIONS OR INACCURATELY MARKED SITES WrLL NOT BE PROCESSED. Brian Kientz 1711 5th Street South 1. Connelly & Wicker Inc. Jacksonville Beach, FL 32250 (904) 249-7995 APPLICANT NAME TELEPHONE 2. Lot 4 and 5, Mayport Industria 1 Park, P.B. 42, Pq 48 & 48A ADDRESS OR LEGAL DESCREPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REIMOVAL: . Developirent of Ccmrercial Site 4. HAS TIES SITE BEEN TO THE TREE BOARD BEFORE? 0 YES 13 NO N NOT SURE 5. PROPERTY ZONING: 0 RESIDENI—IIAL K) CONL\,,fERCIAL 6. LIST TREES PROPOSED FOR REiMO'V.AL: E'qTMOR OR SPECIES DLAMIETER EXTERIOR�SrONE** pine .590.5" , 10-)" V��L-er oak 0 2 101, >4� Laural oak lryLerior —S,,,�– L 32" 3,�/O Inte-rior Pah-n 70" lirtexior e) ks, Diarneter-at Brc�ast Helcgrilt (D.RR.) is at feet above gi-ade. To RccnrRtely deter-MiDe diarneter, meastire tke irurik ci,-cunjfer-tf1Cc'-i-,6 divide by 3.1.4b< Diameter ofuaei[i-,trunked fre-es is, citterfriAlled 1)", "iddill- tooetlle�� ill,- d arfJ(-,(C: above the forks- dl:L(,l-,ll:L for dl;:�,11,;,llf!�,[j?jf: IlUlt-101- :01,11 7. SITE PLAN/TREE SURVEY indicatina: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of ad trees with Diameter at Breast Height (DBH) of six inches or more. 12 d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "0". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or ta-ce. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. INCOMEPLETE A-PPLICATIONS OR INACCURATELY MARKED SITES WELL NOT BE PROCESSED. I HEREBY AGREE TO COIMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE d*ORDINANCES OF ATLANTIC BEACH. Applicant's Sigirature Date 4Z e-? 0415��' Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date CITY OF 104o4c BiweA- .ci Office of Building , REQUEST FOR INSPECTItN 1 0 Perm Time A.M. Received PM, ocality Job Address el� Owner's Nam, - - 0_A/r1,,;;, 4 —Contractor BUILDING CONCRETE ELE PWMBING MECHANICAL I Framing 11, Footing D C�_U Rough ID Air Cond, El Re Roofing 0 Slab C Temp Pole Top Out D Heating Insulation E Lintel El 0 Sewer Ej Fire Place El 4� Pre Fab READY FOR INSPECTION I��1�j C�'� Mon. Tues. Wed. Thurs. �Iday ____PM. AW. Ins rtinn MA;_�\I /_� 1- 5___ Inspector Final Inspection Date